released march i, 1949 type-a architectural plans ... · released march i, 1949 type-a...

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I , - RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS, SECTIONS, & ELEVATIONS " I BUILT WITH STRAN·STfEl FRAMING A SOUND INVESTMENT GUAT LAKES STIR CORPORATTON STRAN mn DMSION -ItO. U.s.. PAT. Off.

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Page 1: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

I

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RELEASED MARCH I 1949 TYPE-A

ARCHITECTURAL PLANS SECTIONS amp ELEVATIONS

I

BUILT WITH STRANmiddotSTfEl FRAMING

A SOUND INVESTMENT

GUAT LAKES STIR CORPORATTON

STRAN mn DMSION

-ItO Us PAT Off

1 SHEET NO SHE ET DESCRIPTION PArE ORAWN

REVISION DATES REV NO I REV NO 2 REV He 5 R E V-LATEST

621 FOUNDATION PL AN A ND DETAILS 10-1-48 622 SLA8 TYPE FOUNDATION PLAN AND DETAILS 10-1-48 623 PLAN OF CHANNELS RI8S AND S TUDS I 10 -1-48

I

I -shy -

621 ROOF FRAMING P LAN AND DETAILS 10-1-48 628 ROOF SHEET PLAN AND DETAIL_~~_ I 10-1-48 629 CROSS SECTION AND DETAILS 10-1-48 -630 SOLI 0 END WALL FRAMING AND DETAILS 10-1-48 631 END WALL FRAMING WITH 14-0 X 13-6 DOOR 10-1-48 632 END WALL WIND 8RACES 10-1-48

A5T-3 4-0middot X 4-0middot STEEL LOUVER 5- 13-lt17 ~IO-I- 48 A5T-31 3-6 X 7 0 SWING STEEL DOOR FOR 3 i- STUD WALL 1shy 13-47 6)10-1-48 AST-48 DOOR THRESHOLD FOR 14-0middot X 13 6 SLIDING DOOR 6- 11- 47 10-1- 48 A ST-6 6 14-0 X 13 6 SLIDI NG STEEL DOOR 4- 14-48 10-1-48 12 - 15 - 48 AST 67 12- Omiddot X 12 omiddot SLIDING 5 T EEL DOOR IN CURVED WALLS 10-1 4B AST-68 f5 X 4 - I STEEL WINDOWS FOR 6 CURVED R IS S 10-1 48 AST-59 3-6 X 7 0 SWING STEEL DOOR FOR 6 CURVED RIBS 10 1- 48

AST-76 FIELD INSTALLATION OF FLASHING AT END AND SIDE WALLS 10-1- 48 AST-79 FIELD INSTALLATION OF 14-0 X 13 6 SLIDING DOOR 10-1 48 A ST- 8 I 3-5 X 4 I STEEL WIN DOW FOR STRAIGHT WALL 10-1 48 A ST 83 12- O X 12-0 SLIDING STEEL DOOR 2- 2-48 6 - 1- 48 12- 15-48 AST 77 FOUNDATION WALL POURED CONCRETE OR CONCRETE BLOCK 10-1- 48 A ST 116 20 DIA KNOCKDOWN GALVANIZED VENTILATOR 10- I 48

-shy

- --__- shy

~middot middot middot middotmiddotr

- VIgtItoN1

STRAN ST EEL DI VI SIO N

IN DEX SHEET GaIAT LAKU SlEn COIIIOIAnoN ontOfT MICHtOAN

QUONSET _ 40middot BUILD IN G QUONSET 40 BUILDING 40 FT LONG amp LONGER

40 - A TYPE -rr

FT LONG AND LO NGER - TYP E 10-1-48 - HEB rl IIAR I ~~ --~ lt0 (10 w~middot ~- I Q--40-A INDEX

rltllTt D 1gt1 u

----

tor RIB r-i ~F RIB If ~ 20-O~ END SECTION _ 20O_~EXTENSJQLSE9_TION ZO~O~ EXTg~ ~ION SECTION I f ~ r 16

I 3-10 I 4~O~ 4-0 4-0 middot 4middot0 middot 4-0middot 4 -0 4tOmiddot 4~ I 4-0 4-0 4 -o~ 4-0 I 4Omiddot 3-10 I L t ~ - i - -- - J - - - - - - t - t - r -- ~-- - - - If 0

_ li t- _ ti IF- _ 1Itjt- i-_ --++ tt+- t H+j+ ~I r O-~ I t- ~ I T I i -I

I 1-6 If) A ALL U ANCHOR BOLTS ST-SOO ---l i 2

~I---c-

-

62 I shy - I 9 1 - STD ~ OIA 0 011 - ~ HEX NUTS~

i~ I g-fbull fCVT WlroStf[R 0shy~b

- CIA ~ I ~ ~ T ~ 1bull - 0Ji

~

Hf-~cr J bull z 00 u ANCHOR BOLTo 0 ~ ~I - I ~ 0~ ST-500~ c a r ~~ 0 ~ 9 z gtshyshy~ 0shy ~- z ~ bull ~Q Q ~

bull0 ~ ~ 0 ~ ~ Jm _ 0 o JJ 0- lt[bullz1 t Of BUILDNG l 1__ - ~ a ~

~ g b-bull

l

bull0shy o 0

bullW 0- ZIi s ~ 1 IIi oo 8 W- shy~jl 8i b - ~ o GENERAL NOTESbulla - bull 0 lFOUNDATlON WALLS TO BE 2000 P$ - CONCRETe g~--t~ smiddott 0)

2 ASSUMEO SOIL BEARING VALUpound-4QOO psF ~ shy

IF LOCAL lOlL BlEARING VALUES VARY FROM THE ABOVE FOUNOATION WALLSINSERT AS MANY 20-0 EXTENSION ~~ --- MUST 8E ADJJSTED TO SUIT

SECTIONS AS DESIREO ~

- 3 If THIS DIMENSION EXCEEOS 4 FOLlNOAshy

lION WALLS MUST BE ADJUSTED TOt SUIT INREASED VERTICAL 6 LATERALo i o

II PRESSURE bullC 9 1middot SEE SHEET AST-77 FOR RECOMMENDED DESIGNS OF FOUNDATKlN WALLS EXTENshy -fshy- 1-1t-+shy I)ING MORE THAN 4~ ABOVE GRADE A---A LL u ANCHOR BOLTS ST-500 --7 -I~III) bull-ICD 621 ~SEE slpoundns o5T-61 a 051-69 FORZSPACING SAME AS OPPOSITE SIOEY oo

OO

bull bull bull FOUNDATION DETAILS OF SLIDING

STEEL DOOR ANO WALK IN DOOR IN _I LI CURVED $IDE WALLS T T ~ T+I t - -1L--t~ H H I shyFOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION

9 j FEET

l

TYPE

PIICE 1 OESCRIPTION SIZE AND GAGE4 LENGTH OF BUILDING or ANCHOR BOLTS ST~500 U ~ ANCI10R BOLT 12 OIAMETEFI

N 1 1 ~ r a ENO WALL STUOS ( OF ANCHOR BOLTS ell CHANNEL SEE GENERA L ~5 r-rJ-- TOP OF ANCHOR 80LTS NOTpound-3 _ __TOP OF ANCHOR BOLTS -FLOOR --____ I FlOOR LINE

SEE ~ _ COOCRETE FLOOR - j ~ - ~ ~ ~ l- CONCRETE FLOOR o- bull bull bull OPTIONAL STRAN STEEL DIVISION 1 - I OTIONA L ~bull EXPANSION JOIJrIT I i ~ ~~~ I -- -EXPANSKJN JOINT GRut LAm n m COIPOIATlON

DE lOft MiOtCOAwA ~HOR BOLT ST~500 I ~ ANCH OR 80lT ST-500

CONCRETE WALL ~POUREO CONCRETE WAL L OtiOHSET 40 BUILDING ~ r=Jr 91 middot r 40 FT LONG ANO LONGER IV N I bull

o 2 I-- 0 J~ fOUNDATION PtAN ANo~IIS_rEET ~~ 10-1-48 ~ KEB 1lt0laquo RLC SECTION THRU END WALL SECTION THRU SIDE WALL SCALE OF SECTIONS 621~ bull bull ~TI ~_ Q - 40-A AS SHOWIrIi TYPE- A

PlllNTED I bull

bull bull

--

T d 10F Ale

f Rl I f __ _ ~5gt~ END S[CTlON ______~O O EX Qlf SE~TION _ 20O SE c TION~ _~~ _ ~gCTENSION

ii

II 3- IOM +--0middot -0 -0 4-~ 4-0 1 -o_+- - 0 44) ~middot _ 4-0 -0 4 O 4-0middot 310 III - 3~~ -r - - - - shy~ I ~ -+t~-I 11 ~ lt -II111 - ji+- -1t ~ 1+ -+it ~l---

middot- ICO-- shy l ~1 ~ I ALL u ANCHOR BOLr s ST- jOO _ r--Hshy -I-H--li A bull bull

-rbull m

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amp bull0 r~

~ -1 shy~

middot I II

1 o

bull i CUT ASHERL ~ 15 81 -I- ~l r ~ I lOlA ~ ulaquoI l

bullz~ ~ I G ~

I

z z0

wi mbull ~I II

I0 ~ i ~ umiddot AN CHOR 80 LT 0

w

I ~ G I ~ ~ ST-5000bull o

~ ~

~ W ~ Z t OF BUILDING~ 0 -------tlt--I a 0bullw

If) z ~ ~ w

-W Ie

0

~ I -0

0

e6 -1 1 G

z ~ - 0

atjl a 1gt i z

Q ~I V O shy bull

I -d0 --lr

I g tmiddott1i~ ~ II) -__ bullr

i INSERT Ai MANT 20-0 middot EXTENSION ~~ o

w

~Ibull SECT IONS AS OESIREO m

t l

- 0

-lt0

I I

z - 9- - iLt------I

NerrE~AlL middotumiddot ANOHOR BOLTS 5T-500 7 ~I~IGD SEE st euroETS AST-67 a 51-69 f OAI PACING SAME AS OPPOSITE SIDE)~ fOUNDATION DETAILS OF SlIOING n -t4- ~i STEEL DOOR AND WALK IN 000 fII

A

t+- I11- CURVED SlOE WAL1SIIt t II I II lit It ++ I It H H

t-shyFOUNDATION PLAN SHOWING AN CHOR 80 LT LOC AT IO N v 10bull

FEET ~ LENGTH OF BUILOING ~

TYPE

SLAB TYPE FOUNDATION - PLAN 8 CpoundTAllS

PIECE MI(i DESCRIPTION SIZE AND GAGE

OF ANCHOR BOLTS S1-500 IuM ANCHOR BOLT il DIAMU N 11 a END WALL STUDS L OF ANCHOR BOLT5 8 CHANNE L

-IN 3 W ~ - A TOP or ANCHOR BOLT S - TOP OF ANCHOR BOLTS

FLOOR LJNf - U - -FLOOR LINE1 ~ADE middot~ bull t _ ~ bullbull 6 X 6 X 10 GA MESH-middotmiddotbull5~ ~ ~ ~__ - STRAN STEel DIV ISION - I- 11-shy~ ~ ~ ( ~6 X6 XIO liA ME SH 0 11 bull GlIAl LAICB SlIIl ClOIIGL4DON0 T URN MESH DOWN INTO SI DE BEAM

DI11tQfr MICJIIIIAM L____+o-C 10 FT OF CONCRE TE FLOORmiddot q(~AT LEaST

I J AND EDGE BlEAM TO BE POURED I NTE GRAL --- ~~j QUONstT -40 LOtN 40 fT LO_ AND LONGER

o 2 I I

FEET 10 -1-41SECTION THRU END WALL ~ SCALE OF SECTIONS SECTION THRU SIDE WALL - - 1tE8 I c_ RLC

( _o_T _ 622- shyQ- 4 0-AICgtU AS SHOWN TYPE-A

o-JIIINT~D WtIgt~A _

~ -

1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --

__IeII --kO

t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I

ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en

- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~

--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0

5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q

Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~

i1 ~i ~ST-1490 STUD

i i ~

~

-t~c 5T-I489 STUD

9 ~ 5T-I488 STUD

1

c Z

5T-1221

Ishy ~

)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED

o 0rtftshy

4 LENGTH OF BUILDING _

SCREWS ~ H

~ I shy 5-1220

ANGHOft SOlT _ 51-500

ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0

~ bull 0i ~ ~

~ o

i2 ~

~

o z ~

ST-1491 mo ~ J - Z

-~ -- ~I ~ ST-+48e 9TOO --shy

PIECE MK DESCRIPTION

t-r- 1230 r-M8euro

STlfD5=shy5T-I49I DOOR JAMB STUD

5T-1200 CHANNEL -ST-I221 CHANNEL

SIZE AND GAOE

6)( 14 GAGE

X 16 GAGE

bull XI6~~Gj 6il XI~XI6 GAGE

31~XIS~X 16 GA

~ shy 11 I ~

-tlshy ~

tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE

AIBST-I~ 5 1-1220 b~

GACE OF 51 wILL ~ST-I 230

I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS

GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN

j~ shyDETAL OF CORNER

o bull J- -= INCHES

-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL

-0013 I 9 IF 10-1-48 I R HES

AHOWN

QOONSET -40shy BUILDING ~o FT LONG AND LONGER

TYPE lA

PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623

TYPpound -AQ-4O-A

R lt1-cO H L5A

j abullbullbull 11

11 5

iii ~

bull0

bull bull

~ 00

1+ bull

rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft

OF RB

shy

1-6

bull ~g shy~o

bull0Ww Zo

i0j ~

f i~ It

Z 00

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N i-

N ~

g ~

~cnlP-shy-~ ~o I 0 (IN ~ ZW

i ~I-Obull Zshyu~olU E2j0

~~a~ ~w- WLo oo

-4 ~ Z

- W Z

~ g

~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy

5 - PftINS ST- 590shy I 5-PVALJNS 9T-590

m bull EN

t bull bull Ii bull

1 N ~N W

N ~

shybull 1n J

I II I I~ -t ---f

shy ~

-l~ l i ----L

5-PURLINS ST-51O

e Ii bullN

I N ~

~ tT shy 1 ~bull

f

i~

i~shyNshy

-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~

~ ~

+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0

II ++-11 cl I I ft-- + ~li-

I ~ I - fI II H 11----shyi l II 111-1 bull

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114 11 1- 1

] I

--1

1--1 J

1shy

~I~J bull f-shy

1-shy

I I

u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER

DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l

~ L ENGTH OF BlILDlNG ~

ll= 1

I ~

j-

l 1shy

1

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71bull

lot

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bull - ~

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t bullbull

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o w ~

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NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB

CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING

VI~

I 10 -1- 4 8 _ _1 AS SHOWN

PIECE MK I OESeRIPT ION

ST-ISO~ RIB SPLICE CHJNKD

ST- 590 PURL

n-1l28 CHII1ffipoundL~

5T-IZlO CURVEO RIB

I-shy t __

SiZE I) GAGE

f8x XH GA

t X 18GA

illrfliOA

~middot)(r GI

STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON

DfTltOn MlCHIGA

OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER

TYPE -A RO OF FRAMlNG PL AN

bullbull- JHM 1- VAR ~~

shy - _ -of Q 40 - A - 627

TYPE -A

HlmfD IIlt VSA

f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP

(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~

j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf

SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-

7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP

I IJT I SJol-lt $ 1-]4 Sl~ C ST-32

~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS

S1-~4 I ST-34 SH4 s~ ~ r ~T1l

~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t

if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~

STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___

I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I

-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS

CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m

~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound

bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8

~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~

I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES

S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$

ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II

~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I

bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C

51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I

11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C

11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl

Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound

STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM

~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32

QUONSET 40 aUlUJlNG

DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS

rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A

o MEASURED ON OU TSIDe OF 51shy

23 --shy -shy~e _~ __

FL04NG(

CURvED SHEETS 5T-1250

ttRIB ST-12 30

GAL-v LEAD SEAL NAILS 8~ OC ~ 0

0 ~RCE

i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE

MASTIC SEAL BETWEEN FLASHING

U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas

tshy

01

I - ~N(L- Sf lila

IRIDOINfI

bull --l-r- 3 CURE~S 511r50

RIB 51 - 1230

1 - 51-150amp

bull

PURLIN ST shy 590 -

2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING

t OF eUILDING

dO ~

~Il

NUTS Il WASHERS

spuu CHANNEL --~ ~-I~ 101H $10pound$

-CHAHn IIUDOINCI srmiddotll26

OftE SlOE M 1 ONLY

$T -1 41O

SHEETS

RI8 ST-I230

OETAIL OF TYPICAL RIB SPLICE V ~Q812

bull litC

RI8 51- 1210 RI8 S1middot 1230 -_

I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot

~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C

FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS

SHEET METAL SCREWS ~ TOf CWLY

eKAHt[l RIOOHG S7 tJt6

~ 6 Ra

GEflTER TO CENTfJt 0 1185

INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -

INCI1~

CONCRETE

4 01shy OUT TO OUT OF FOUNDATION

TYPICAL CROSS SECTION o

FEE T middot

- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN

ST lno

6 RIB S7-1230 PUALIN ST ~90

DETAIL OF PURLIN TO RIB CONNECTION

031912__ 7= INCHES

_VISIONS

ANCHOR 80LT

La I( DESCRIP TiO I SIZE bull GAGE

1ST 5 f1 0 IPURLN 12 I II (lA

ST- 1230 I CURVED Ria a~ II 14 GA

Sflttll

ST-I505

$7-1410

CHAHNEL

~n eDli RIB SPLIO [ C~NNEL

FLASHING

CORRUGATED SHEET

~ x 1 x 16 GA

JaX QA

4 t4 ~~)( II 0

26 GA GlV

26 GA CiALV

STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON

ouon MICHIGAN

QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER

-shy -shy 10- 1-48

01 4$ SHOWN

TYPE-~A

CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR

~ oetI shy 0 - 40- A 629

a

4 Omiddot

~NIi D IN I) ~ A

bullbull

(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS

---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU

~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4

51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4

~

~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -

I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc

RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_

f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER

- em4W1l11 AILS

i ~

bull

Q~ 1 rf - shy~A~

g ~ ~ ~bull bull bull

bull bull~ ~ ~I bull ~ ( i

~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull

( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _

ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i

IIIAIL Imiddotac J~ BEAD MASTlC --

(

~tl

( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS

5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I

L--T ---1- I I l till fW nOOl LJtH j

__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS

_

SltllT Ji

GENUiy NOTES

I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET

V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD

----

t t

5-

r- shy

I

_ f~- r ~ bullbullYIi1 - FIN F

SECT ION ~ o o 10

-t ___ I 12

iNDE5 ---~ruT 1 01 2 3 5 6 ~

t~ (Igt FIVATIINj

oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00

~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC

NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~

I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t

xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA

Jl W3 IT 1 661

S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-

91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII

$T-U fU~fIJ CIRG KiA- GALV

Sor-lit CHANIpound 3r~i x 16GA

AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx

sr-rss ~ __~ lCl4~

1shy

1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110

(JrnooH MlCHIGAtli

OOQrHSET -40- aUILDING 40 FT LONGANb LONGE

TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL

- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1

L~-2~[fr1~T-2 -II

-~ 0 _ SEE SHEET-S32

$~FOR DETAILST-2~ rl il l bull~ ~

ST~54

-0middot Sj 440L

I ST-17

ATTACH SHEET

3iXI6GA STUD

DOOR A5T-66 ----n===i DOOR JAMB STUD

wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot

t

ST-122

~ ~

~I II11) 1

jgt ~

IJd fACE TO reE a CH~~~ middotT-1221

~ ~bull

il ~

5T 221 FIN FLO

LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

IT-5 4

51 -101

5T-1l1I

ST-amp Sl~14~ 1

5I-f63

$T~OI

st-l4

~-CioIANNEL II( 16 GA

TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

nASHI 16 GA GAl

F LASl-ilN O GAGALV

UFTfI 01 GA

HO WALL Gl _4 I lH)shy

DOOR JIIfB STUD lC161)la)1

BRADE 3 3 ~ XOA

ceR R STR1P i XI

~PLATt 11

f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-

STUN STEEL DIVISION CtA LAW nut COUOIanOH

~ MlQlllloUI

=~

- --END WA Oft

- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631

Iflt I aD

BLDG

S-RIB

I ~

- I

Fi ~I

smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

~

=22

T 3 8 [NO

f CA bull lOll S AND III VT5_

SECTION 5 T )

C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

N ~ r ~

r =

r

~

r r Z

I

ra-r~

-

r- c

bull middotshy~

r ~

~

bull ~

-I-~ bull bull

~ ~

~ ~

~ ~ -lt

0 bull r 0 co

lt

-

- bullr bull bull

~~ middot o i

0 bull bull

bull - I - shy

bullbull bull gt bull ~

bull ~rmiddot

~

r ~

o

0

amp~

-

s

0

bull

bullbull

~

i ~

bull

g

shy

-

-

~ f

~l

6

bull ~

1

-i~

i

kyenl~

~ -

~

bull

-shy

---shy

-bull bull ~ ~I

4 -

0middot _

__

I I

----

--shy

~LU~

__~LU~ULUL~LU~

__

__

__

__

__

__

__

__

__

__

__

__

__

__

__~

_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

E

me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

LJlI YO~Ctt1

y 1111amp -shy

r 1F Hltt T

__~__ ~ H

I ~~ ~ ijj -

bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

=7Tj copy I I

i CiS j n-~~~ ~~ 4~ST 41

hIt-

rH ZI t oT-)-shylI~ J S~D IIO_E 7

YTo1- J II

J

I I

D ~~N4 it Il

I~ ~ - I ~Ilt-

1iIe-L 9CIlEW ( lUlU IjIlpound In

PJ shy 1 l I

~ -l ~ R~r I

jbull

I ~ TI Spound 110-pound5 PU~Cltl[D

H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

Itt I

l ~ IL -Jj ~I~t I

~shy

I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132

H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01

~1 - ~ s I secttlJll GfiOft

fyen 1=5170 I I ir - a) 7 ST -PII

91 BI

~~lH IItlF TAffttIII amp~lIfl II In llIIM

~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV

IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

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- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

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5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

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fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

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fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

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AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

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0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

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wbull

I 4- 0 2-0middot

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OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

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- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

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ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

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rozR

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bull0

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20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

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PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

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NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

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2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

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c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

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50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

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t2XI2 SLOING DOO~CURVED WALl

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WINDOW ELEVATION WINDOW SECTION o ~ ~

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fi T S IL L

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- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

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bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

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-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

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RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

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~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

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51-1226I

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STmiddot 1226

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STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

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f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

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NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

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ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

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0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

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~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

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o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

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j~~

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~ DOOR ASSEMBLY AST-31

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~ gt bull bull~ g -~

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HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

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Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

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I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

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_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

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INCHE - FASTEN ST-4571 (OR STshy

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SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

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o 3 4~ 10

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MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

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MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

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~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 2: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

1 SHEET NO SHE ET DESCRIPTION PArE ORAWN

REVISION DATES REV NO I REV NO 2 REV He 5 R E V-LATEST

621 FOUNDATION PL AN A ND DETAILS 10-1-48 622 SLA8 TYPE FOUNDATION PLAN AND DETAILS 10-1-48 623 PLAN OF CHANNELS RI8S AND S TUDS I 10 -1-48

I

I -shy -

621 ROOF FRAMING P LAN AND DETAILS 10-1-48 628 ROOF SHEET PLAN AND DETAIL_~~_ I 10-1-48 629 CROSS SECTION AND DETAILS 10-1-48 -630 SOLI 0 END WALL FRAMING AND DETAILS 10-1-48 631 END WALL FRAMING WITH 14-0 X 13-6 DOOR 10-1-48 632 END WALL WIND 8RACES 10-1-48

A5T-3 4-0middot X 4-0middot STEEL LOUVER 5- 13-lt17 ~IO-I- 48 A5T-31 3-6 X 7 0 SWING STEEL DOOR FOR 3 i- STUD WALL 1shy 13-47 6)10-1-48 AST-48 DOOR THRESHOLD FOR 14-0middot X 13 6 SLIDING DOOR 6- 11- 47 10-1- 48 A ST-6 6 14-0 X 13 6 SLIDI NG STEEL DOOR 4- 14-48 10-1-48 12 - 15 - 48 AST 67 12- Omiddot X 12 omiddot SLIDING 5 T EEL DOOR IN CURVED WALLS 10-1 4B AST-68 f5 X 4 - I STEEL WINDOWS FOR 6 CURVED R IS S 10-1 48 AST-59 3-6 X 7 0 SWING STEEL DOOR FOR 6 CURVED RIBS 10 1- 48

AST-76 FIELD INSTALLATION OF FLASHING AT END AND SIDE WALLS 10-1- 48 AST-79 FIELD INSTALLATION OF 14-0 X 13 6 SLIDING DOOR 10-1 48 A ST- 8 I 3-5 X 4 I STEEL WIN DOW FOR STRAIGHT WALL 10-1 48 A ST 83 12- O X 12-0 SLIDING STEEL DOOR 2- 2-48 6 - 1- 48 12- 15-48 AST 77 FOUNDATION WALL POURED CONCRETE OR CONCRETE BLOCK 10-1- 48 A ST 116 20 DIA KNOCKDOWN GALVANIZED VENTILATOR 10- I 48

-shy

- --__- shy

~middot middot middot middotmiddotr

- VIgtItoN1

STRAN ST EEL DI VI SIO N

IN DEX SHEET GaIAT LAKU SlEn COIIIOIAnoN ontOfT MICHtOAN

QUONSET _ 40middot BUILD IN G QUONSET 40 BUILDING 40 FT LONG amp LONGER

40 - A TYPE -rr

FT LONG AND LO NGER - TYP E 10-1-48 - HEB rl IIAR I ~~ --~ lt0 (10 w~middot ~- I Q--40-A INDEX

rltllTt D 1gt1 u

----

tor RIB r-i ~F RIB If ~ 20-O~ END SECTION _ 20O_~EXTENSJQLSE9_TION ZO~O~ EXTg~ ~ION SECTION I f ~ r 16

I 3-10 I 4~O~ 4-0 4-0 middot 4middot0 middot 4-0middot 4 -0 4tOmiddot 4~ I 4-0 4-0 4 -o~ 4-0 I 4Omiddot 3-10 I L t ~ - i - -- - J - - - - - - t - t - r -- ~-- - - - If 0

_ li t- _ ti IF- _ 1Itjt- i-_ --++ tt+- t H+j+ ~I r O-~ I t- ~ I T I i -I

I 1-6 If) A ALL U ANCHOR BOLTS ST-SOO ---l i 2

~I---c-

-

62 I shy - I 9 1 - STD ~ OIA 0 011 - ~ HEX NUTS~

i~ I g-fbull fCVT WlroStf[R 0shy~b

- CIA ~ I ~ ~ T ~ 1bull - 0Ji

~

Hf-~cr J bull z 00 u ANCHOR BOLTo 0 ~ ~I - I ~ 0~ ST-500~ c a r ~~ 0 ~ 9 z gtshyshy~ 0shy ~- z ~ bull ~Q Q ~

bull0 ~ ~ 0 ~ ~ Jm _ 0 o JJ 0- lt[bullz1 t Of BUILDNG l 1__ - ~ a ~

~ g b-bull

l

bull0shy o 0

bullW 0- ZIi s ~ 1 IIi oo 8 W- shy~jl 8i b - ~ o GENERAL NOTESbulla - bull 0 lFOUNDATlON WALLS TO BE 2000 P$ - CONCRETe g~--t~ smiddott 0)

2 ASSUMEO SOIL BEARING VALUpound-4QOO psF ~ shy

IF LOCAL lOlL BlEARING VALUES VARY FROM THE ABOVE FOUNOATION WALLSINSERT AS MANY 20-0 EXTENSION ~~ --- MUST 8E ADJJSTED TO SUIT

SECTIONS AS DESIREO ~

- 3 If THIS DIMENSION EXCEEOS 4 FOLlNOAshy

lION WALLS MUST BE ADJUSTED TOt SUIT INREASED VERTICAL 6 LATERALo i o

II PRESSURE bullC 9 1middot SEE SHEET AST-77 FOR RECOMMENDED DESIGNS OF FOUNDATKlN WALLS EXTENshy -fshy- 1-1t-+shy I)ING MORE THAN 4~ ABOVE GRADE A---A LL u ANCHOR BOLTS ST-500 --7 -I~III) bull-ICD 621 ~SEE slpoundns o5T-61 a 051-69 FORZSPACING SAME AS OPPOSITE SIOEY oo

OO

bull bull bull FOUNDATION DETAILS OF SLIDING

STEEL DOOR ANO WALK IN DOOR IN _I LI CURVED $IDE WALLS T T ~ T+I t - -1L--t~ H H I shyFOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION

9 j FEET

l

TYPE

PIICE 1 OESCRIPTION SIZE AND GAGE4 LENGTH OF BUILDING or ANCHOR BOLTS ST~500 U ~ ANCI10R BOLT 12 OIAMETEFI

N 1 1 ~ r a ENO WALL STUOS ( OF ANCHOR BOLTS ell CHANNEL SEE GENERA L ~5 r-rJ-- TOP OF ANCHOR 80LTS NOTpound-3 _ __TOP OF ANCHOR BOLTS -FLOOR --____ I FlOOR LINE

SEE ~ _ COOCRETE FLOOR - j ~ - ~ ~ ~ l- CONCRETE FLOOR o- bull bull bull OPTIONAL STRAN STEEL DIVISION 1 - I OTIONA L ~bull EXPANSION JOIJrIT I i ~ ~~~ I -- -EXPANSKJN JOINT GRut LAm n m COIPOIATlON

DE lOft MiOtCOAwA ~HOR BOLT ST~500 I ~ ANCH OR 80lT ST-500

CONCRETE WALL ~POUREO CONCRETE WAL L OtiOHSET 40 BUILDING ~ r=Jr 91 middot r 40 FT LONG ANO LONGER IV N I bull

o 2 I-- 0 J~ fOUNDATION PtAN ANo~IIS_rEET ~~ 10-1-48 ~ KEB 1lt0laquo RLC SECTION THRU END WALL SECTION THRU SIDE WALL SCALE OF SECTIONS 621~ bull bull ~TI ~_ Q - 40-A AS SHOWIrIi TYPE- A

PlllNTED I bull

bull bull

--

T d 10F Ale

f Rl I f __ _ ~5gt~ END S[CTlON ______~O O EX Qlf SE~TION _ 20O SE c TION~ _~~ _ ~gCTENSION

ii

II 3- IOM +--0middot -0 -0 4-~ 4-0 1 -o_+- - 0 44) ~middot _ 4-0 -0 4 O 4-0middot 310 III - 3~~ -r - - - - shy~ I ~ -+t~-I 11 ~ lt -II111 - ji+- -1t ~ 1+ -+it ~l---

middot- ICO-- shy l ~1 ~ I ALL u ANCHOR BOLr s ST- jOO _ r--Hshy -I-H--li A bull bull

-rbull m

-0

amp bull0 r~

~ -1 shy~

middot I II

1 o

bull i CUT ASHERL ~ 15 81 -I- ~l r ~ I lOlA ~ ulaquoI l

bullz~ ~ I G ~

I

z z0

wi mbull ~I II

I0 ~ i ~ umiddot AN CHOR 80 LT 0

w

I ~ G I ~ ~ ST-5000bull o

~ ~

~ W ~ Z t OF BUILDING~ 0 -------tlt--I a 0bullw

If) z ~ ~ w

-W Ie

0

~ I -0

0

e6 -1 1 G

z ~ - 0

atjl a 1gt i z

Q ~I V O shy bull

I -d0 --lr

I g tmiddott1i~ ~ II) -__ bullr

i INSERT Ai MANT 20-0 middot EXTENSION ~~ o

w

~Ibull SECT IONS AS OESIREO m

t l

- 0

-lt0

I I

z - 9- - iLt------I

NerrE~AlL middotumiddot ANOHOR BOLTS 5T-500 7 ~I~IGD SEE st euroETS AST-67 a 51-69 f OAI PACING SAME AS OPPOSITE SIDE)~ fOUNDATION DETAILS OF SlIOING n -t4- ~i STEEL DOOR AND WALK IN 000 fII

A

t+- I11- CURVED SlOE WAL1SIIt t II I II lit It ++ I It H H

t-shyFOUNDATION PLAN SHOWING AN CHOR 80 LT LOC AT IO N v 10bull

FEET ~ LENGTH OF BUILOING ~

TYPE

SLAB TYPE FOUNDATION - PLAN 8 CpoundTAllS

PIECE MI(i DESCRIPTION SIZE AND GAGE

OF ANCHOR BOLTS S1-500 IuM ANCHOR BOLT il DIAMU N 11 a END WALL STUDS L OF ANCHOR BOLT5 8 CHANNE L

-IN 3 W ~ - A TOP or ANCHOR BOLT S - TOP OF ANCHOR BOLTS

FLOOR LJNf - U - -FLOOR LINE1 ~ADE middot~ bull t _ ~ bullbull 6 X 6 X 10 GA MESH-middotmiddotbull5~ ~ ~ ~__ - STRAN STEel DIV ISION - I- 11-shy~ ~ ~ ( ~6 X6 XIO liA ME SH 0 11 bull GlIAl LAICB SlIIl ClOIIGL4DON0 T URN MESH DOWN INTO SI DE BEAM

DI11tQfr MICJIIIIAM L____+o-C 10 FT OF CONCRE TE FLOORmiddot q(~AT LEaST

I J AND EDGE BlEAM TO BE POURED I NTE GRAL --- ~~j QUONstT -40 LOtN 40 fT LO_ AND LONGER

o 2 I I

FEET 10 -1-41SECTION THRU END WALL ~ SCALE OF SECTIONS SECTION THRU SIDE WALL - - 1tE8 I c_ RLC

( _o_T _ 622- shyQ- 4 0-AICgtU AS SHOWN TYPE-A

o-JIIINT~D WtIgt~A _

~ -

1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --

__IeII --kO

t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I

ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en

- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~

--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0

5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q

Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~

i1 ~i ~ST-1490 STUD

i i ~

~

-t~c 5T-I489 STUD

9 ~ 5T-I488 STUD

1

c Z

5T-1221

Ishy ~

)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED

o 0rtftshy

4 LENGTH OF BUILDING _

SCREWS ~ H

~ I shy 5-1220

ANGHOft SOlT _ 51-500

ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0

~ bull 0i ~ ~

~ o

i2 ~

~

o z ~

ST-1491 mo ~ J - Z

-~ -- ~I ~ ST-+48e 9TOO --shy

PIECE MK DESCRIPTION

t-r- 1230 r-M8euro

STlfD5=shy5T-I49I DOOR JAMB STUD

5T-1200 CHANNEL -ST-I221 CHANNEL

SIZE AND GAOE

6)( 14 GAGE

X 16 GAGE

bull XI6~~Gj 6il XI~XI6 GAGE

31~XIS~X 16 GA

~ shy 11 I ~

-tlshy ~

tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE

AIBST-I~ 5 1-1220 b~

GACE OF 51 wILL ~ST-I 230

I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS

GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN

j~ shyDETAL OF CORNER

o bull J- -= INCHES

-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL

-0013 I 9 IF 10-1-48 I R HES

AHOWN

QOONSET -40shy BUILDING ~o FT LONG AND LONGER

TYPE lA

PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623

TYPpound -AQ-4O-A

R lt1-cO H L5A

j abullbullbull 11

11 5

iii ~

bull0

bull bull

~ 00

1+ bull

rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft

OF RB

shy

1-6

bull ~g shy~o

bull0Ww Zo

i0j ~

f i~ It

Z 00

~a - ~

N i-

N ~

g ~

~cnlP-shy-~ ~o I 0 (IN ~ ZW

i ~I-Obull Zshyu~olU E2j0

~~a~ ~w- WLo oo

-4 ~ Z

- W Z

~ g

~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy

5 - PftINS ST- 590shy I 5-PVALJNS 9T-590

m bull EN

t bull bull Ii bull

1 N ~N W

N ~

shybull 1n J

I II I I~ -t ---f

shy ~

-l~ l i ----L

5-PURLINS ST-51O

e Ii bullN

I N ~

~ tT shy 1 ~bull

f

i~

i~shyNshy

-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~

~ ~

+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0

II ++-11 cl I I ft-- + ~li-

I ~ I - fI II H 11----shyi l II 111-1 bull

~

ttl ~ bull bull

114 11 1- 1

] I

--1

1--1 J

1shy

~I~J bull f-shy

1-shy

I I

u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER

DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l

~ L ENGTH OF BlILDlNG ~

ll= 1

I ~

j-

l 1shy

1

~~

71bull

lot

~

jgtI

bull - ~

~Ir 1- Ishy~l bull 1-

t bullbull

-1--1shy I

o w ~

~

i bull ~ ~

~

NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB

CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING

VI~

I 10 -1- 4 8 _ _1 AS SHOWN

PIECE MK I OESeRIPT ION

ST-ISO~ RIB SPLICE CHJNKD

ST- 590 PURL

n-1l28 CHII1ffipoundL~

5T-IZlO CURVEO RIB

I-shy t __

SiZE I) GAGE

f8x XH GA

t X 18GA

illrfliOA

~middot)(r GI

STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON

DfTltOn MlCHIGA

OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER

TYPE -A RO OF FRAMlNG PL AN

bullbull- JHM 1- VAR ~~

shy - _ -of Q 40 - A - 627

TYPE -A

HlmfD IIlt VSA

f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP

(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~

j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf

SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-

7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP

I IJT I SJol-lt $ 1-]4 Sl~ C ST-32

~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS

S1-~4 I ST-34 SH4 s~ ~ r ~T1l

~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t

if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~

STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___

I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I

-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS

CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m

~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound

bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8

~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~

I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES

S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$

ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II

~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I

bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C

51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I

11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C

11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl

Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound

STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM

~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32

QUONSET 40 aUlUJlNG

DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS

rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A

o MEASURED ON OU TSIDe OF 51shy

23 --shy -shy~e _~ __

FL04NG(

CURvED SHEETS 5T-1250

ttRIB ST-12 30

GAL-v LEAD SEAL NAILS 8~ OC ~ 0

0 ~RCE

i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE

MASTIC SEAL BETWEEN FLASHING

U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas

tshy

01

I - ~N(L- Sf lila

IRIDOINfI

bull --l-r- 3 CURE~S 511r50

RIB 51 - 1230

1 - 51-150amp

bull

PURLIN ST shy 590 -

2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING

t OF eUILDING

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spuu CHANNEL --~ ~-I~ 101H $10pound$

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$T -1 41O

SHEETS

RI8 ST-I230

OETAIL OF TYPICAL RIB SPLICE V ~Q812

bull litC

RI8 51- 1210 RI8 S1middot 1230 -_

I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot

~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C

FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS

SHEET METAL SCREWS ~ TOf CWLY

eKAHt[l RIOOHG S7 tJt6

~ 6 Ra

GEflTER TO CENTfJt 0 1185

INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -

INCI1~

CONCRETE

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TYPICAL CROSS SECTION o

FEE T middot

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6 RIB S7-1230 PUALIN ST ~90

DETAIL OF PURLIN TO RIB CONNECTION

031912__ 7= INCHES

_VISIONS

ANCHOR 80LT

La I( DESCRIP TiO I SIZE bull GAGE

1ST 5 f1 0 IPURLN 12 I II (lA

ST- 1230 I CURVED Ria a~ II 14 GA

Sflttll

ST-I505

$7-1410

CHAHNEL

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FLASHING

CORRUGATED SHEET

~ x 1 x 16 GA

JaX QA

4 t4 ~~)( II 0

26 GA GlV

26 GA CiALV

STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON

ouon MICHIGAN

QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER

-shy -shy 10- 1-48

01 4$ SHOWN

TYPE-~A

CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR

~ oetI shy 0 - 40- A 629

a

4 Omiddot

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bullbull

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bull bull~ ~ ~I bull ~ ( i

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ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i

IIIAIL Imiddotac J~ BEAD MASTlC --

(

~tl

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_

SltllT Ji

GENUiy NOTES

I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET

V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD

----

t t

5-

r- shy

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SECT ION ~ o o 10

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NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~

I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t

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Jl W3 IT 1 661

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LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

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51 -101

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5I-f63

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TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

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BRADE 3 3 ~ XOA

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STUN STEEL DIVISION CtA LAW nut COUOIanOH

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4~~ $T 362

ST 4

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51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

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bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

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IN CHES STUO

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STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

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Cmiddot O middot gt- 0_ bull 632

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ST-4~1-1----I~ 1 S f-4~7- 2

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OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

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ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

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DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

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IDflWOO MIQWOlH

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or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

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at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

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bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

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-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

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_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 3: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

----

tor RIB r-i ~F RIB If ~ 20-O~ END SECTION _ 20O_~EXTENSJQLSE9_TION ZO~O~ EXTg~ ~ION SECTION I f ~ r 16

I 3-10 I 4~O~ 4-0 4-0 middot 4middot0 middot 4-0middot 4 -0 4tOmiddot 4~ I 4-0 4-0 4 -o~ 4-0 I 4Omiddot 3-10 I L t ~ - i - -- - J - - - - - - t - t - r -- ~-- - - - If 0

_ li t- _ ti IF- _ 1Itjt- i-_ --++ tt+- t H+j+ ~I r O-~ I t- ~ I T I i -I

I 1-6 If) A ALL U ANCHOR BOLTS ST-SOO ---l i 2

~I---c-

-

62 I shy - I 9 1 - STD ~ OIA 0 011 - ~ HEX NUTS~

i~ I g-fbull fCVT WlroStf[R 0shy~b

- CIA ~ I ~ ~ T ~ 1bull - 0Ji

~

Hf-~cr J bull z 00 u ANCHOR BOLTo 0 ~ ~I - I ~ 0~ ST-500~ c a r ~~ 0 ~ 9 z gtshyshy~ 0shy ~- z ~ bull ~Q Q ~

bull0 ~ ~ 0 ~ ~ Jm _ 0 o JJ 0- lt[bullz1 t Of BUILDNG l 1__ - ~ a ~

~ g b-bull

l

bull0shy o 0

bullW 0- ZIi s ~ 1 IIi oo 8 W- shy~jl 8i b - ~ o GENERAL NOTESbulla - bull 0 lFOUNDATlON WALLS TO BE 2000 P$ - CONCRETe g~--t~ smiddott 0)

2 ASSUMEO SOIL BEARING VALUpound-4QOO psF ~ shy

IF LOCAL lOlL BlEARING VALUES VARY FROM THE ABOVE FOUNOATION WALLSINSERT AS MANY 20-0 EXTENSION ~~ --- MUST 8E ADJJSTED TO SUIT

SECTIONS AS DESIREO ~

- 3 If THIS DIMENSION EXCEEOS 4 FOLlNOAshy

lION WALLS MUST BE ADJUSTED TOt SUIT INREASED VERTICAL 6 LATERALo i o

II PRESSURE bullC 9 1middot SEE SHEET AST-77 FOR RECOMMENDED DESIGNS OF FOUNDATKlN WALLS EXTENshy -fshy- 1-1t-+shy I)ING MORE THAN 4~ ABOVE GRADE A---A LL u ANCHOR BOLTS ST-500 --7 -I~III) bull-ICD 621 ~SEE slpoundns o5T-61 a 051-69 FORZSPACING SAME AS OPPOSITE SIOEY oo

OO

bull bull bull FOUNDATION DETAILS OF SLIDING

STEEL DOOR ANO WALK IN DOOR IN _I LI CURVED $IDE WALLS T T ~ T+I t - -1L--t~ H H I shyFOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION

9 j FEET

l

TYPE

PIICE 1 OESCRIPTION SIZE AND GAGE4 LENGTH OF BUILDING or ANCHOR BOLTS ST~500 U ~ ANCI10R BOLT 12 OIAMETEFI

N 1 1 ~ r a ENO WALL STUOS ( OF ANCHOR BOLTS ell CHANNEL SEE GENERA L ~5 r-rJ-- TOP OF ANCHOR 80LTS NOTpound-3 _ __TOP OF ANCHOR BOLTS -FLOOR --____ I FlOOR LINE

SEE ~ _ COOCRETE FLOOR - j ~ - ~ ~ ~ l- CONCRETE FLOOR o- bull bull bull OPTIONAL STRAN STEEL DIVISION 1 - I OTIONA L ~bull EXPANSION JOIJrIT I i ~ ~~~ I -- -EXPANSKJN JOINT GRut LAm n m COIPOIATlON

DE lOft MiOtCOAwA ~HOR BOLT ST~500 I ~ ANCH OR 80lT ST-500

CONCRETE WALL ~POUREO CONCRETE WAL L OtiOHSET 40 BUILDING ~ r=Jr 91 middot r 40 FT LONG ANO LONGER IV N I bull

o 2 I-- 0 J~ fOUNDATION PtAN ANo~IIS_rEET ~~ 10-1-48 ~ KEB 1lt0laquo RLC SECTION THRU END WALL SECTION THRU SIDE WALL SCALE OF SECTIONS 621~ bull bull ~TI ~_ Q - 40-A AS SHOWIrIi TYPE- A

PlllNTED I bull

bull bull

--

T d 10F Ale

f Rl I f __ _ ~5gt~ END S[CTlON ______~O O EX Qlf SE~TION _ 20O SE c TION~ _~~ _ ~gCTENSION

ii

II 3- IOM +--0middot -0 -0 4-~ 4-0 1 -o_+- - 0 44) ~middot _ 4-0 -0 4 O 4-0middot 310 III - 3~~ -r - - - - shy~ I ~ -+t~-I 11 ~ lt -II111 - ji+- -1t ~ 1+ -+it ~l---

middot- ICO-- shy l ~1 ~ I ALL u ANCHOR BOLr s ST- jOO _ r--Hshy -I-H--li A bull bull

-rbull m

-0

amp bull0 r~

~ -1 shy~

middot I II

1 o

bull i CUT ASHERL ~ 15 81 -I- ~l r ~ I lOlA ~ ulaquoI l

bullz~ ~ I G ~

I

z z0

wi mbull ~I II

I0 ~ i ~ umiddot AN CHOR 80 LT 0

w

I ~ G I ~ ~ ST-5000bull o

~ ~

~ W ~ Z t OF BUILDING~ 0 -------tlt--I a 0bullw

If) z ~ ~ w

-W Ie

0

~ I -0

0

e6 -1 1 G

z ~ - 0

atjl a 1gt i z

Q ~I V O shy bull

I -d0 --lr

I g tmiddott1i~ ~ II) -__ bullr

i INSERT Ai MANT 20-0 middot EXTENSION ~~ o

w

~Ibull SECT IONS AS OESIREO m

t l

- 0

-lt0

I I

z - 9- - iLt------I

NerrE~AlL middotumiddot ANOHOR BOLTS 5T-500 7 ~I~IGD SEE st euroETS AST-67 a 51-69 f OAI PACING SAME AS OPPOSITE SIDE)~ fOUNDATION DETAILS OF SlIOING n -t4- ~i STEEL DOOR AND WALK IN 000 fII

A

t+- I11- CURVED SlOE WAL1SIIt t II I II lit It ++ I It H H

t-shyFOUNDATION PLAN SHOWING AN CHOR 80 LT LOC AT IO N v 10bull

FEET ~ LENGTH OF BUILOING ~

TYPE

SLAB TYPE FOUNDATION - PLAN 8 CpoundTAllS

PIECE MI(i DESCRIPTION SIZE AND GAGE

OF ANCHOR BOLTS S1-500 IuM ANCHOR BOLT il DIAMU N 11 a END WALL STUDS L OF ANCHOR BOLT5 8 CHANNE L

-IN 3 W ~ - A TOP or ANCHOR BOLT S - TOP OF ANCHOR BOLTS

FLOOR LJNf - U - -FLOOR LINE1 ~ADE middot~ bull t _ ~ bullbull 6 X 6 X 10 GA MESH-middotmiddotbull5~ ~ ~ ~__ - STRAN STEel DIV ISION - I- 11-shy~ ~ ~ ( ~6 X6 XIO liA ME SH 0 11 bull GlIAl LAICB SlIIl ClOIIGL4DON0 T URN MESH DOWN INTO SI DE BEAM

DI11tQfr MICJIIIIAM L____+o-C 10 FT OF CONCRE TE FLOORmiddot q(~AT LEaST

I J AND EDGE BlEAM TO BE POURED I NTE GRAL --- ~~j QUONstT -40 LOtN 40 fT LO_ AND LONGER

o 2 I I

FEET 10 -1-41SECTION THRU END WALL ~ SCALE OF SECTIONS SECTION THRU SIDE WALL - - 1tE8 I c_ RLC

( _o_T _ 622- shyQ- 4 0-AICgtU AS SHOWN TYPE-A

o-JIIINT~D WtIgt~A _

~ -

1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --

__IeII --kO

t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I

ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en

- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~

--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0

5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q

Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~

i1 ~i ~ST-1490 STUD

i i ~

~

-t~c 5T-I489 STUD

9 ~ 5T-I488 STUD

1

c Z

5T-1221

Ishy ~

)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED

o 0rtftshy

4 LENGTH OF BUILDING _

SCREWS ~ H

~ I shy 5-1220

ANGHOft SOlT _ 51-500

ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0

~ bull 0i ~ ~

~ o

i2 ~

~

o z ~

ST-1491 mo ~ J - Z

-~ -- ~I ~ ST-+48e 9TOO --shy

PIECE MK DESCRIPTION

t-r- 1230 r-M8euro

STlfD5=shy5T-I49I DOOR JAMB STUD

5T-1200 CHANNEL -ST-I221 CHANNEL

SIZE AND GAOE

6)( 14 GAGE

X 16 GAGE

bull XI6~~Gj 6il XI~XI6 GAGE

31~XIS~X 16 GA

~ shy 11 I ~

-tlshy ~

tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE

AIBST-I~ 5 1-1220 b~

GACE OF 51 wILL ~ST-I 230

I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS

GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN

j~ shyDETAL OF CORNER

o bull J- -= INCHES

-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL

-0013 I 9 IF 10-1-48 I R HES

AHOWN

QOONSET -40shy BUILDING ~o FT LONG AND LONGER

TYPE lA

PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623

TYPpound -AQ-4O-A

R lt1-cO H L5A

j abullbullbull 11

11 5

iii ~

bull0

bull bull

~ 00

1+ bull

rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft

OF RB

shy

1-6

bull ~g shy~o

bull0Ww Zo

i0j ~

f i~ It

Z 00

~a - ~

N i-

N ~

g ~

~cnlP-shy-~ ~o I 0 (IN ~ ZW

i ~I-Obull Zshyu~olU E2j0

~~a~ ~w- WLo oo

-4 ~ Z

- W Z

~ g

~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy

5 - PftINS ST- 590shy I 5-PVALJNS 9T-590

m bull EN

t bull bull Ii bull

1 N ~N W

N ~

shybull 1n J

I II I I~ -t ---f

shy ~

-l~ l i ----L

5-PURLINS ST-51O

e Ii bullN

I N ~

~ tT shy 1 ~bull

f

i~

i~shyNshy

-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~

~ ~

+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0

II ++-11 cl I I ft-- + ~li-

I ~ I - fI II H 11----shyi l II 111-1 bull

~

ttl ~ bull bull

114 11 1- 1

] I

--1

1--1 J

1shy

~I~J bull f-shy

1-shy

I I

u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER

DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l

~ L ENGTH OF BlILDlNG ~

ll= 1

I ~

j-

l 1shy

1

~~

71bull

lot

~

jgtI

bull - ~

~Ir 1- Ishy~l bull 1-

t bullbull

-1--1shy I

o w ~

~

i bull ~ ~

~

NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB

CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING

VI~

I 10 -1- 4 8 _ _1 AS SHOWN

PIECE MK I OESeRIPT ION

ST-ISO~ RIB SPLICE CHJNKD

ST- 590 PURL

n-1l28 CHII1ffipoundL~

5T-IZlO CURVEO RIB

I-shy t __

SiZE I) GAGE

f8x XH GA

t X 18GA

illrfliOA

~middot)(r GI

STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON

DfTltOn MlCHIGA

OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER

TYPE -A RO OF FRAMlNG PL AN

bullbull- JHM 1- VAR ~~

shy - _ -of Q 40 - A - 627

TYPE -A

HlmfD IIlt VSA

f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP

(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~

j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf

SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-

7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP

I IJT I SJol-lt $ 1-]4 Sl~ C ST-32

~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS

S1-~4 I ST-34 SH4 s~ ~ r ~T1l

~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t

if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~

STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___

I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I

-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS

CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m

~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound

bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8

~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~

I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES

S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$

ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II

~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I

bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C

51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I

11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C

11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl

Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound

STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM

~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32

QUONSET 40 aUlUJlNG

DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS

rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A

o MEASURED ON OU TSIDe OF 51shy

23 --shy -shy~e _~ __

FL04NG(

CURvED SHEETS 5T-1250

ttRIB ST-12 30

GAL-v LEAD SEAL NAILS 8~ OC ~ 0

0 ~RCE

i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE

MASTIC SEAL BETWEEN FLASHING

U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas

tshy

01

I - ~N(L- Sf lila

IRIDOINfI

bull --l-r- 3 CURE~S 511r50

RIB 51 - 1230

1 - 51-150amp

bull

PURLIN ST shy 590 -

2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING

t OF eUILDING

dO ~

~Il

NUTS Il WASHERS

spuu CHANNEL --~ ~-I~ 101H $10pound$

-CHAHn IIUDOINCI srmiddotll26

OftE SlOE M 1 ONLY

$T -1 41O

SHEETS

RI8 ST-I230

OETAIL OF TYPICAL RIB SPLICE V ~Q812

bull litC

RI8 51- 1210 RI8 S1middot 1230 -_

I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot

~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C

FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS

SHEET METAL SCREWS ~ TOf CWLY

eKAHt[l RIOOHG S7 tJt6

~ 6 Ra

GEflTER TO CENTfJt 0 1185

INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -

INCI1~

CONCRETE

4 01shy OUT TO OUT OF FOUNDATION

TYPICAL CROSS SECTION o

FEE T middot

- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN

ST lno

6 RIB S7-1230 PUALIN ST ~90

DETAIL OF PURLIN TO RIB CONNECTION

031912__ 7= INCHES

_VISIONS

ANCHOR 80LT

La I( DESCRIP TiO I SIZE bull GAGE

1ST 5 f1 0 IPURLN 12 I II (lA

ST- 1230 I CURVED Ria a~ II 14 GA

Sflttll

ST-I505

$7-1410

CHAHNEL

~n eDli RIB SPLIO [ C~NNEL

FLASHING

CORRUGATED SHEET

~ x 1 x 16 GA

JaX QA

4 t4 ~~)( II 0

26 GA GlV

26 GA CiALV

STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON

ouon MICHIGAN

QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER

-shy -shy 10- 1-48

01 4$ SHOWN

TYPE-~A

CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR

~ oetI shy 0 - 40- A 629

a

4 Omiddot

~NIi D IN I) ~ A

bullbull

(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS

---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU

~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4

51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4

~

~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -

I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc

RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_

f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER

- em4W1l11 AILS

i ~

bull

Q~ 1 rf - shy~A~

g ~ ~ ~bull bull bull

bull bull~ ~ ~I bull ~ ( i

~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull

( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _

ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i

IIIAIL Imiddotac J~ BEAD MASTlC --

(

~tl

( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS

5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I

L--T ---1- I I l till fW nOOl LJtH j

__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS

_

SltllT Ji

GENUiy NOTES

I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET

V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD

----

t t

5-

r- shy

I

_ f~- r ~ bullbullYIi1 - FIN F

SECT ION ~ o o 10

-t ___ I 12

iNDE5 ---~ruT 1 01 2 3 5 6 ~

t~ (Igt FIVATIINj

oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00

~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC

NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~

I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t

xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA

Jl W3 IT 1 661

S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-

91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII

$T-U fU~fIJ CIRG KiA- GALV

Sor-lit CHANIpound 3r~i x 16GA

AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx

sr-rss ~ __~ lCl4~

1shy

1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110

(JrnooH MlCHIGAtli

OOQrHSET -40- aUILDING 40 FT LONGANb LONGE

TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL

- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1

L~-2~[fr1~T-2 -II

-~ 0 _ SEE SHEET-S32

$~FOR DETAILST-2~ rl il l bull~ ~

ST~54

-0middot Sj 440L

I ST-17

ATTACH SHEET

3iXI6GA STUD

DOOR A5T-66 ----n===i DOOR JAMB STUD

wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot

t

ST-122

~ ~

~I II11) 1

jgt ~

IJd fACE TO reE a CH~~~ middotT-1221

~ ~bull

il ~

5T 221 FIN FLO

LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

IT-5 4

51 -101

5T-1l1I

ST-amp Sl~14~ 1

5I-f63

$T~OI

st-l4

~-CioIANNEL II( 16 GA

TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

nASHI 16 GA GAl

F LASl-ilN O GAGALV

UFTfI 01 GA

HO WALL Gl _4 I lH)shy

DOOR JIIfB STUD lC161)la)1

BRADE 3 3 ~ XOA

ceR R STR1P i XI

~PLATt 11

f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-

STUN STEEL DIVISION CtA LAW nut COUOIanOH

~ MlQlllloUI

=~

- --END WA Oft

- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631

Iflt I aD

BLDG

S-RIB

I ~

- I

Fi ~I

smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

~

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T 3 8 [NO

f CA bull lOll S AND III VT5_

SECTION 5 T )

C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

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lt

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bull - I - shy

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bull ~rmiddot

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bull

bullbull

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_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

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me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

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bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

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J

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PJ shy 1 l I

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jbull

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H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

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l ~ IL -Jj ~I~t I

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H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

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fyen 1=5170 I I ir - a) 7 ST -PII

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IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

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bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

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gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 4: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

bull bull

--

T d 10F Ale

f Rl I f __ _ ~5gt~ END S[CTlON ______~O O EX Qlf SE~TION _ 20O SE c TION~ _~~ _ ~gCTENSION

ii

II 3- IOM +--0middot -0 -0 4-~ 4-0 1 -o_+- - 0 44) ~middot _ 4-0 -0 4 O 4-0middot 310 III - 3~~ -r - - - - shy~ I ~ -+t~-I 11 ~ lt -II111 - ji+- -1t ~ 1+ -+it ~l---

middot- ICO-- shy l ~1 ~ I ALL u ANCHOR BOLr s ST- jOO _ r--Hshy -I-H--li A bull bull

-rbull m

-0

amp bull0 r~

~ -1 shy~

middot I II

1 o

bull i CUT ASHERL ~ 15 81 -I- ~l r ~ I lOlA ~ ulaquoI l

bullz~ ~ I G ~

I

z z0

wi mbull ~I II

I0 ~ i ~ umiddot AN CHOR 80 LT 0

w

I ~ G I ~ ~ ST-5000bull o

~ ~

~ W ~ Z t OF BUILDING~ 0 -------tlt--I a 0bullw

If) z ~ ~ w

-W Ie

0

~ I -0

0

e6 -1 1 G

z ~ - 0

atjl a 1gt i z

Q ~I V O shy bull

I -d0 --lr

I g tmiddott1i~ ~ II) -__ bullr

i INSERT Ai MANT 20-0 middot EXTENSION ~~ o

w

~Ibull SECT IONS AS OESIREO m

t l

- 0

-lt0

I I

z - 9- - iLt------I

NerrE~AlL middotumiddot ANOHOR BOLTS 5T-500 7 ~I~IGD SEE st euroETS AST-67 a 51-69 f OAI PACING SAME AS OPPOSITE SIDE)~ fOUNDATION DETAILS OF SlIOING n -t4- ~i STEEL DOOR AND WALK IN 000 fII

A

t+- I11- CURVED SlOE WAL1SIIt t II I II lit It ++ I It H H

t-shyFOUNDATION PLAN SHOWING AN CHOR 80 LT LOC AT IO N v 10bull

FEET ~ LENGTH OF BUILOING ~

TYPE

SLAB TYPE FOUNDATION - PLAN 8 CpoundTAllS

PIECE MI(i DESCRIPTION SIZE AND GAGE

OF ANCHOR BOLTS S1-500 IuM ANCHOR BOLT il DIAMU N 11 a END WALL STUDS L OF ANCHOR BOLT5 8 CHANNE L

-IN 3 W ~ - A TOP or ANCHOR BOLT S - TOP OF ANCHOR BOLTS

FLOOR LJNf - U - -FLOOR LINE1 ~ADE middot~ bull t _ ~ bullbull 6 X 6 X 10 GA MESH-middotmiddotbull5~ ~ ~ ~__ - STRAN STEel DIV ISION - I- 11-shy~ ~ ~ ( ~6 X6 XIO liA ME SH 0 11 bull GlIAl LAICB SlIIl ClOIIGL4DON0 T URN MESH DOWN INTO SI DE BEAM

DI11tQfr MICJIIIIAM L____+o-C 10 FT OF CONCRE TE FLOORmiddot q(~AT LEaST

I J AND EDGE BlEAM TO BE POURED I NTE GRAL --- ~~j QUONstT -40 LOtN 40 fT LO_ AND LONGER

o 2 I I

FEET 10 -1-41SECTION THRU END WALL ~ SCALE OF SECTIONS SECTION THRU SIDE WALL - - 1tE8 I c_ RLC

( _o_T _ 622- shyQ- 4 0-AICgtU AS SHOWN TYPE-A

o-JIIINT~D WtIgt~A _

~ -

1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --

__IeII --kO

t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I

ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en

- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~

--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0

5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q

Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~

i1 ~i ~ST-1490 STUD

i i ~

~

-t~c 5T-I489 STUD

9 ~ 5T-I488 STUD

1

c Z

5T-1221

Ishy ~

)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED

o 0rtftshy

4 LENGTH OF BUILDING _

SCREWS ~ H

~ I shy 5-1220

ANGHOft SOlT _ 51-500

ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0

~ bull 0i ~ ~

~ o

i2 ~

~

o z ~

ST-1491 mo ~ J - Z

-~ -- ~I ~ ST-+48e 9TOO --shy

PIECE MK DESCRIPTION

t-r- 1230 r-M8euro

STlfD5=shy5T-I49I DOOR JAMB STUD

5T-1200 CHANNEL -ST-I221 CHANNEL

SIZE AND GAOE

6)( 14 GAGE

X 16 GAGE

bull XI6~~Gj 6il XI~XI6 GAGE

31~XIS~X 16 GA

~ shy 11 I ~

-tlshy ~

tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE

AIBST-I~ 5 1-1220 b~

GACE OF 51 wILL ~ST-I 230

I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS

GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN

j~ shyDETAL OF CORNER

o bull J- -= INCHES

-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL

-0013 I 9 IF 10-1-48 I R HES

AHOWN

QOONSET -40shy BUILDING ~o FT LONG AND LONGER

TYPE lA

PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623

TYPpound -AQ-4O-A

R lt1-cO H L5A

j abullbullbull 11

11 5

iii ~

bull0

bull bull

~ 00

1+ bull

rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft

OF RB

shy

1-6

bull ~g shy~o

bull0Ww Zo

i0j ~

f i~ It

Z 00

~a - ~

N i-

N ~

g ~

~cnlP-shy-~ ~o I 0 (IN ~ ZW

i ~I-Obull Zshyu~olU E2j0

~~a~ ~w- WLo oo

-4 ~ Z

- W Z

~ g

~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy

5 - PftINS ST- 590shy I 5-PVALJNS 9T-590

m bull EN

t bull bull Ii bull

1 N ~N W

N ~

shybull 1n J

I II I I~ -t ---f

shy ~

-l~ l i ----L

5-PURLINS ST-51O

e Ii bullN

I N ~

~ tT shy 1 ~bull

f

i~

i~shyNshy

-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~

~ ~

+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0

II ++-11 cl I I ft-- + ~li-

I ~ I - fI II H 11----shyi l II 111-1 bull

~

ttl ~ bull bull

114 11 1- 1

] I

--1

1--1 J

1shy

~I~J bull f-shy

1-shy

I I

u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER

DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l

~ L ENGTH OF BlILDlNG ~

ll= 1

I ~

j-

l 1shy

1

~~

71bull

lot

~

jgtI

bull - ~

~Ir 1- Ishy~l bull 1-

t bullbull

-1--1shy I

o w ~

~

i bull ~ ~

~

NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB

CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING

VI~

I 10 -1- 4 8 _ _1 AS SHOWN

PIECE MK I OESeRIPT ION

ST-ISO~ RIB SPLICE CHJNKD

ST- 590 PURL

n-1l28 CHII1ffipoundL~

5T-IZlO CURVEO RIB

I-shy t __

SiZE I) GAGE

f8x XH GA

t X 18GA

illrfliOA

~middot)(r GI

STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON

DfTltOn MlCHIGA

OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER

TYPE -A RO OF FRAMlNG PL AN

bullbull- JHM 1- VAR ~~

shy - _ -of Q 40 - A - 627

TYPE -A

HlmfD IIlt VSA

f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP

(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~

j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf

SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-

7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP

I IJT I SJol-lt $ 1-]4 Sl~ C ST-32

~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS

S1-~4 I ST-34 SH4 s~ ~ r ~T1l

~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t

if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~

STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___

I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I

-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS

CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m

~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound

bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8

~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~

I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES

S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$

ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II

~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I

bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C

51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I

11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C

11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl

Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound

STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM

~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32

QUONSET 40 aUlUJlNG

DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS

rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A

o MEASURED ON OU TSIDe OF 51shy

23 --shy -shy~e _~ __

FL04NG(

CURvED SHEETS 5T-1250

ttRIB ST-12 30

GAL-v LEAD SEAL NAILS 8~ OC ~ 0

0 ~RCE

i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE

MASTIC SEAL BETWEEN FLASHING

U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas

tshy

01

I - ~N(L- Sf lila

IRIDOINfI

bull --l-r- 3 CURE~S 511r50

RIB 51 - 1230

1 - 51-150amp

bull

PURLIN ST shy 590 -

2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING

t OF eUILDING

dO ~

~Il

NUTS Il WASHERS

spuu CHANNEL --~ ~-I~ 101H $10pound$

-CHAHn IIUDOINCI srmiddotll26

OftE SlOE M 1 ONLY

$T -1 41O

SHEETS

RI8 ST-I230

OETAIL OF TYPICAL RIB SPLICE V ~Q812

bull litC

RI8 51- 1210 RI8 S1middot 1230 -_

I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot

~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C

FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS

SHEET METAL SCREWS ~ TOf CWLY

eKAHt[l RIOOHG S7 tJt6

~ 6 Ra

GEflTER TO CENTfJt 0 1185

INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -

INCI1~

CONCRETE

4 01shy OUT TO OUT OF FOUNDATION

TYPICAL CROSS SECTION o

FEE T middot

- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN

ST lno

6 RIB S7-1230 PUALIN ST ~90

DETAIL OF PURLIN TO RIB CONNECTION

031912__ 7= INCHES

_VISIONS

ANCHOR 80LT

La I( DESCRIP TiO I SIZE bull GAGE

1ST 5 f1 0 IPURLN 12 I II (lA

ST- 1230 I CURVED Ria a~ II 14 GA

Sflttll

ST-I505

$7-1410

CHAHNEL

~n eDli RIB SPLIO [ C~NNEL

FLASHING

CORRUGATED SHEET

~ x 1 x 16 GA

JaX QA

4 t4 ~~)( II 0

26 GA GlV

26 GA CiALV

STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON

ouon MICHIGAN

QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER

-shy -shy 10- 1-48

01 4$ SHOWN

TYPE-~A

CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR

~ oetI shy 0 - 40- A 629

a

4 Omiddot

~NIi D IN I) ~ A

bullbull

(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS

---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU

~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4

51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4

~

~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -

I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc

RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_

f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER

- em4W1l11 AILS

i ~

bull

Q~ 1 rf - shy~A~

g ~ ~ ~bull bull bull

bull bull~ ~ ~I bull ~ ( i

~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull

( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _

ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i

IIIAIL Imiddotac J~ BEAD MASTlC --

(

~tl

( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS

5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I

L--T ---1- I I l till fW nOOl LJtH j

__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS

_

SltllT Ji

GENUiy NOTES

I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET

V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD

----

t t

5-

r- shy

I

_ f~- r ~ bullbullYIi1 - FIN F

SECT ION ~ o o 10

-t ___ I 12

iNDE5 ---~ruT 1 01 2 3 5 6 ~

t~ (Igt FIVATIINj

oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00

~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC

NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~

I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t

xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA

Jl W3 IT 1 661

S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-

91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII

$T-U fU~fIJ CIRG KiA- GALV

Sor-lit CHANIpound 3r~i x 16GA

AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx

sr-rss ~ __~ lCl4~

1shy

1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110

(JrnooH MlCHIGAtli

OOQrHSET -40- aUILDING 40 FT LONGANb LONGE

TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL

- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1

L~-2~[fr1~T-2 -II

-~ 0 _ SEE SHEET-S32

$~FOR DETAILST-2~ rl il l bull~ ~

ST~54

-0middot Sj 440L

I ST-17

ATTACH SHEET

3iXI6GA STUD

DOOR A5T-66 ----n===i DOOR JAMB STUD

wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot

t

ST-122

~ ~

~I II11) 1

jgt ~

IJd fACE TO reE a CH~~~ middotT-1221

~ ~bull

il ~

5T 221 FIN FLO

LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

IT-5 4

51 -101

5T-1l1I

ST-amp Sl~14~ 1

5I-f63

$T~OI

st-l4

~-CioIANNEL II( 16 GA

TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

nASHI 16 GA GAl

F LASl-ilN O GAGALV

UFTfI 01 GA

HO WALL Gl _4 I lH)shy

DOOR JIIfB STUD lC161)la)1

BRADE 3 3 ~ XOA

ceR R STR1P i XI

~PLATt 11

f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-

STUN STEEL DIVISION CtA LAW nut COUOIanOH

~ MlQlllloUI

=~

- --END WA Oft

- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631

Iflt I aD

BLDG

S-RIB

I ~

- I

Fi ~I

smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

~

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T 3 8 [NO

f CA bull lOll S AND III VT5_

SECTION 5 T )

C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

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r

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lt

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bull ~rmiddot

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bull

bullbull

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__

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_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

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me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

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r 1F Hltt T

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bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

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i CiS j n-~~~ ~~ 4~ST 41

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J

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PJ shy 1 l I

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H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

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l ~ IL -Jj ~I~t I

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H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

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fyen 1=5170 I I ir - a) 7 ST -PII

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IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

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bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

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gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 5: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

~ -

1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --

__IeII --kO

t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I

ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en

- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~

--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0

5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q

Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~

i1 ~i ~ST-1490 STUD

i i ~

~

-t~c 5T-I489 STUD

9 ~ 5T-I488 STUD

1

c Z

5T-1221

Ishy ~

)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED

o 0rtftshy

4 LENGTH OF BUILDING _

SCREWS ~ H

~ I shy 5-1220

ANGHOft SOlT _ 51-500

ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0

~ bull 0i ~ ~

~ o

i2 ~

~

o z ~

ST-1491 mo ~ J - Z

-~ -- ~I ~ ST-+48e 9TOO --shy

PIECE MK DESCRIPTION

t-r- 1230 r-M8euro

STlfD5=shy5T-I49I DOOR JAMB STUD

5T-1200 CHANNEL -ST-I221 CHANNEL

SIZE AND GAOE

6)( 14 GAGE

X 16 GAGE

bull XI6~~Gj 6il XI~XI6 GAGE

31~XIS~X 16 GA

~ shy 11 I ~

-tlshy ~

tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE

AIBST-I~ 5 1-1220 b~

GACE OF 51 wILL ~ST-I 230

I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS

GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN

j~ shyDETAL OF CORNER

o bull J- -= INCHES

-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL

-0013 I 9 IF 10-1-48 I R HES

AHOWN

QOONSET -40shy BUILDING ~o FT LONG AND LONGER

TYPE lA

PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623

TYPpound -AQ-4O-A

R lt1-cO H L5A

j abullbullbull 11

11 5

iii ~

bull0

bull bull

~ 00

1+ bull

rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft

OF RB

shy

1-6

bull ~g shy~o

bull0Ww Zo

i0j ~

f i~ It

Z 00

~a - ~

N i-

N ~

g ~

~cnlP-shy-~ ~o I 0 (IN ~ ZW

i ~I-Obull Zshyu~olU E2j0

~~a~ ~w- WLo oo

-4 ~ Z

- W Z

~ g

~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy

5 - PftINS ST- 590shy I 5-PVALJNS 9T-590

m bull EN

t bull bull Ii bull

1 N ~N W

N ~

shybull 1n J

I II I I~ -t ---f

shy ~

-l~ l i ----L

5-PURLINS ST-51O

e Ii bullN

I N ~

~ tT shy 1 ~bull

f

i~

i~shyNshy

-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~

~ ~

+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0

II ++-11 cl I I ft-- + ~li-

I ~ I - fI II H 11----shyi l II 111-1 bull

~

ttl ~ bull bull

114 11 1- 1

] I

--1

1--1 J

1shy

~I~J bull f-shy

1-shy

I I

u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER

DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l

~ L ENGTH OF BlILDlNG ~

ll= 1

I ~

j-

l 1shy

1

~~

71bull

lot

~

jgtI

bull - ~

~Ir 1- Ishy~l bull 1-

t bullbull

-1--1shy I

o w ~

~

i bull ~ ~

~

NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB

CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING

VI~

I 10 -1- 4 8 _ _1 AS SHOWN

PIECE MK I OESeRIPT ION

ST-ISO~ RIB SPLICE CHJNKD

ST- 590 PURL

n-1l28 CHII1ffipoundL~

5T-IZlO CURVEO RIB

I-shy t __

SiZE I) GAGE

f8x XH GA

t X 18GA

illrfliOA

~middot)(r GI

STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON

DfTltOn MlCHIGA

OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER

TYPE -A RO OF FRAMlNG PL AN

bullbull- JHM 1- VAR ~~

shy - _ -of Q 40 - A - 627

TYPE -A

HlmfD IIlt VSA

f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP

(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~

j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf

SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-

7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP

I IJT I SJol-lt $ 1-]4 Sl~ C ST-32

~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS

S1-~4 I ST-34 SH4 s~ ~ r ~T1l

~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t

if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~

STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___

I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I

-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS

CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m

~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound

bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8

~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~

I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES

S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$

ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II

~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I

bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C

51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I

11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C

11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl

Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound

STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM

~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32

QUONSET 40 aUlUJlNG

DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS

rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A

o MEASURED ON OU TSIDe OF 51shy

23 --shy -shy~e _~ __

FL04NG(

CURvED SHEETS 5T-1250

ttRIB ST-12 30

GAL-v LEAD SEAL NAILS 8~ OC ~ 0

0 ~RCE

i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE

MASTIC SEAL BETWEEN FLASHING

U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas

tshy

01

I - ~N(L- Sf lila

IRIDOINfI

bull --l-r- 3 CURE~S 511r50

RIB 51 - 1230

1 - 51-150amp

bull

PURLIN ST shy 590 -

2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING

t OF eUILDING

dO ~

~Il

NUTS Il WASHERS

spuu CHANNEL --~ ~-I~ 101H $10pound$

-CHAHn IIUDOINCI srmiddotll26

OftE SlOE M 1 ONLY

$T -1 41O

SHEETS

RI8 ST-I230

OETAIL OF TYPICAL RIB SPLICE V ~Q812

bull litC

RI8 51- 1210 RI8 S1middot 1230 -_

I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot

~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C

FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS

SHEET METAL SCREWS ~ TOf CWLY

eKAHt[l RIOOHG S7 tJt6

~ 6 Ra

GEflTER TO CENTfJt 0 1185

INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -

INCI1~

CONCRETE

4 01shy OUT TO OUT OF FOUNDATION

TYPICAL CROSS SECTION o

FEE T middot

- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN

ST lno

6 RIB S7-1230 PUALIN ST ~90

DETAIL OF PURLIN TO RIB CONNECTION

031912__ 7= INCHES

_VISIONS

ANCHOR 80LT

La I( DESCRIP TiO I SIZE bull GAGE

1ST 5 f1 0 IPURLN 12 I II (lA

ST- 1230 I CURVED Ria a~ II 14 GA

Sflttll

ST-I505

$7-1410

CHAHNEL

~n eDli RIB SPLIO [ C~NNEL

FLASHING

CORRUGATED SHEET

~ x 1 x 16 GA

JaX QA

4 t4 ~~)( II 0

26 GA GlV

26 GA CiALV

STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON

ouon MICHIGAN

QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER

-shy -shy 10- 1-48

01 4$ SHOWN

TYPE-~A

CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR

~ oetI shy 0 - 40- A 629

a

4 Omiddot

~NIi D IN I) ~ A

bullbull

(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS

---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU

~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4

51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4

~

~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -

I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc

RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_

f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER

- em4W1l11 AILS

i ~

bull

Q~ 1 rf - shy~A~

g ~ ~ ~bull bull bull

bull bull~ ~ ~I bull ~ ( i

~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull

( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _

ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i

IIIAIL Imiddotac J~ BEAD MASTlC --

(

~tl

( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS

5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I

L--T ---1- I I l till fW nOOl LJtH j

__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS

_

SltllT Ji

GENUiy NOTES

I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET

V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD

----

t t

5-

r- shy

I

_ f~- r ~ bullbullYIi1 - FIN F

SECT ION ~ o o 10

-t ___ I 12

iNDE5 ---~ruT 1 01 2 3 5 6 ~

t~ (Igt FIVATIINj

oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00

~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC

NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~

I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t

xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA

Jl W3 IT 1 661

S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-

91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII

$T-U fU~fIJ CIRG KiA- GALV

Sor-lit CHANIpound 3r~i x 16GA

AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx

sr-rss ~ __~ lCl4~

1shy

1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110

(JrnooH MlCHIGAtli

OOQrHSET -40- aUILDING 40 FT LONGANb LONGE

TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL

- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1

L~-2~[fr1~T-2 -II

-~ 0 _ SEE SHEET-S32

$~FOR DETAILST-2~ rl il l bull~ ~

ST~54

-0middot Sj 440L

I ST-17

ATTACH SHEET

3iXI6GA STUD

DOOR A5T-66 ----n===i DOOR JAMB STUD

wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot

t

ST-122

~ ~

~I II11) 1

jgt ~

IJd fACE TO reE a CH~~~ middotT-1221

~ ~bull

il ~

5T 221 FIN FLO

LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

IT-5 4

51 -101

5T-1l1I

ST-amp Sl~14~ 1

5I-f63

$T~OI

st-l4

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TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

nASHI 16 GA GAl

F LASl-ilN O GAGALV

UFTfI 01 GA

HO WALL Gl _4 I lH)shy

DOOR JIIfB STUD lC161)la)1

BRADE 3 3 ~ XOA

ceR R STR1P i XI

~PLATt 11

f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-

STUN STEEL DIVISION CtA LAW nut COUOIanOH

~ MlQlllloUI

=~

- --END WA Oft

- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631

Iflt I aD

BLDG

S-RIB

I ~

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smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

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T 3 8 [NO

f CA bull lOll S AND III VT5_

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C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

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~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

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_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

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- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

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r 1F Hltt T

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I L I~~nf ~

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SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

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H 5nA~ STEEL

I 10

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l ~ IL -Jj ~I~t I

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IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01

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fyen 1=5170 I I ir - a) 7 ST -PII

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IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

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bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

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gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 6: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

j abullbullbull 11

11 5

iii ~

bull0

bull bull

~ 00

1+ bull

rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft

OF RB

shy

1-6

bull ~g shy~o

bull0Ww Zo

i0j ~

f i~ It

Z 00

~a - ~

N i-

N ~

g ~

~cnlP-shy-~ ~o I 0 (IN ~ ZW

i ~I-Obull Zshyu~olU E2j0

~~a~ ~w- WLo oo

-4 ~ Z

- W Z

~ g

~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy

5 - PftINS ST- 590shy I 5-PVALJNS 9T-590

m bull EN

t bull bull Ii bull

1 N ~N W

N ~

shybull 1n J

I II I I~ -t ---f

shy ~

-l~ l i ----L

5-PURLINS ST-51O

e Ii bullN

I N ~

~ tT shy 1 ~bull

f

i~

i~shyNshy

-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~

~ ~

+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0

II ++-11 cl I I ft-- + ~li-

I ~ I - fI II H 11----shyi l II 111-1 bull

~

ttl ~ bull bull

114 11 1- 1

] I

--1

1--1 J

1shy

~I~J bull f-shy

1-shy

I I

u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER

DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l

~ L ENGTH OF BlILDlNG ~

ll= 1

I ~

j-

l 1shy

1

~~

71bull

lot

~

jgtI

bull - ~

~Ir 1- Ishy~l bull 1-

t bullbull

-1--1shy I

o w ~

~

i bull ~ ~

~

NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB

CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING

VI~

I 10 -1- 4 8 _ _1 AS SHOWN

PIECE MK I OESeRIPT ION

ST-ISO~ RIB SPLICE CHJNKD

ST- 590 PURL

n-1l28 CHII1ffipoundL~

5T-IZlO CURVEO RIB

I-shy t __

SiZE I) GAGE

f8x XH GA

t X 18GA

illrfliOA

~middot)(r GI

STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON

DfTltOn MlCHIGA

OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER

TYPE -A RO OF FRAMlNG PL AN

bullbull- JHM 1- VAR ~~

shy - _ -of Q 40 - A - 627

TYPE -A

HlmfD IIlt VSA

f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP

(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~

j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf

SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-

7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP

I IJT I SJol-lt $ 1-]4 Sl~ C ST-32

~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS

S1-~4 I ST-34 SH4 s~ ~ r ~T1l

~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t

if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~

STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___

I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I

-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS

CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m

~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound

bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8

~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~

I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES

S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$

ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II

~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I

bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C

51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I

11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C

11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl

Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound

STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM

~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32

QUONSET 40 aUlUJlNG

DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS

rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A

o MEASURED ON OU TSIDe OF 51shy

23 --shy -shy~e _~ __

FL04NG(

CURvED SHEETS 5T-1250

ttRIB ST-12 30

GAL-v LEAD SEAL NAILS 8~ OC ~ 0

0 ~RCE

i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE

MASTIC SEAL BETWEEN FLASHING

U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas

tshy

01

I - ~N(L- Sf lila

IRIDOINfI

bull --l-r- 3 CURE~S 511r50

RIB 51 - 1230

1 - 51-150amp

bull

PURLIN ST shy 590 -

2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING

t OF eUILDING

dO ~

~Il

NUTS Il WASHERS

spuu CHANNEL --~ ~-I~ 101H $10pound$

-CHAHn IIUDOINCI srmiddotll26

OftE SlOE M 1 ONLY

$T -1 41O

SHEETS

RI8 ST-I230

OETAIL OF TYPICAL RIB SPLICE V ~Q812

bull litC

RI8 51- 1210 RI8 S1middot 1230 -_

I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot

~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C

FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS

SHEET METAL SCREWS ~ TOf CWLY

eKAHt[l RIOOHG S7 tJt6

~ 6 Ra

GEflTER TO CENTfJt 0 1185

INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -

INCI1~

CONCRETE

4 01shy OUT TO OUT OF FOUNDATION

TYPICAL CROSS SECTION o

FEE T middot

- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN

ST lno

6 RIB S7-1230 PUALIN ST ~90

DETAIL OF PURLIN TO RIB CONNECTION

031912__ 7= INCHES

_VISIONS

ANCHOR 80LT

La I( DESCRIP TiO I SIZE bull GAGE

1ST 5 f1 0 IPURLN 12 I II (lA

ST- 1230 I CURVED Ria a~ II 14 GA

Sflttll

ST-I505

$7-1410

CHAHNEL

~n eDli RIB SPLIO [ C~NNEL

FLASHING

CORRUGATED SHEET

~ x 1 x 16 GA

JaX QA

4 t4 ~~)( II 0

26 GA GlV

26 GA CiALV

STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON

ouon MICHIGAN

QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER

-shy -shy 10- 1-48

01 4$ SHOWN

TYPE-~A

CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR

~ oetI shy 0 - 40- A 629

a

4 Omiddot

~NIi D IN I) ~ A

bullbull

(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS

---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU

~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4

51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4

~

~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -

I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc

RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_

f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER

- em4W1l11 AILS

i ~

bull

Q~ 1 rf - shy~A~

g ~ ~ ~bull bull bull

bull bull~ ~ ~I bull ~ ( i

~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull

( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _

ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i

IIIAIL Imiddotac J~ BEAD MASTlC --

(

~tl

( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS

5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I

L--T ---1- I I l till fW nOOl LJtH j

__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS

_

SltllT Ji

GENUiy NOTES

I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET

V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD

----

t t

5-

r- shy

I

_ f~- r ~ bullbullYIi1 - FIN F

SECT ION ~ o o 10

-t ___ I 12

iNDE5 ---~ruT 1 01 2 3 5 6 ~

t~ (Igt FIVATIINj

oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00

~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC

NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~

I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t

xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA

Jl W3 IT 1 661

S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-

91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII

$T-U fU~fIJ CIRG KiA- GALV

Sor-lit CHANIpound 3r~i x 16GA

AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx

sr-rss ~ __~ lCl4~

1shy

1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110

(JrnooH MlCHIGAtli

OOQrHSET -40- aUILDING 40 FT LONGANb LONGE

TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL

- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1

L~-2~[fr1~T-2 -II

-~ 0 _ SEE SHEET-S32

$~FOR DETAILST-2~ rl il l bull~ ~

ST~54

-0middot Sj 440L

I ST-17

ATTACH SHEET

3iXI6GA STUD

DOOR A5T-66 ----n===i DOOR JAMB STUD

wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot

t

ST-122

~ ~

~I II11) 1

jgt ~

IJd fACE TO reE a CH~~~ middotT-1221

~ ~bull

il ~

5T 221 FIN FLO

LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

IT-5 4

51 -101

5T-1l1I

ST-amp Sl~14~ 1

5I-f63

$T~OI

st-l4

~-CioIANNEL II( 16 GA

TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

nASHI 16 GA GAl

F LASl-ilN O GAGALV

UFTfI 01 GA

HO WALL Gl _4 I lH)shy

DOOR JIIfB STUD lC161)la)1

BRADE 3 3 ~ XOA

ceR R STR1P i XI

~PLATt 11

f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-

STUN STEEL DIVISION CtA LAW nut COUOIanOH

~ MlQlllloUI

=~

- --END WA Oft

- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631

Iflt I aD

BLDG

S-RIB

I ~

- I

Fi ~I

smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

~

=22

T 3 8 [NO

f CA bull lOll S AND III VT5_

SECTION 5 T )

C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

N ~ r ~

r =

r

~

r r Z

I

ra-r~

-

r- c

bull middotshy~

r ~

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bull ~

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~ ~

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0 bull r 0 co

lt

-

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~~ middot o i

0 bull bull

bull - I - shy

bullbull bull gt bull ~

bull ~rmiddot

~

r ~

o

0

amp~

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s

0

bull

bullbull

~

i ~

bull

g

shy

-

-

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bull ~

1

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i

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bull

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---shy

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4 -

0middot _

__

I I

----

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~LU~

__~LU~ULUL~LU~

__

__

__

__

__

__

__

__

__

__

__

__

__

__

__~

_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

E

me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

LJlI YO~Ctt1

y 1111amp -shy

r 1F Hltt T

__~__ ~ H

I ~~ ~ ijj -

bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

=7Tj copy I I

i CiS j n-~~~ ~~ 4~ST 41

hIt-

rH ZI t oT-)-shylI~ J S~D IIO_E 7

YTo1- J II

J

I I

D ~~N4 it Il

I~ ~ - I ~Ilt-

1iIe-L 9CIlEW ( lUlU IjIlpound In

PJ shy 1 l I

~ -l ~ R~r I

jbull

I ~ TI Spound 110-pound5 PU~Cltl[D

H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

Itt I

l ~ IL -Jj ~I~t I

~shy

I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132

H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01

~1 - ~ s I secttlJll GfiOft

fyen 1=5170 I I ir - a) 7 ST -PII

91 BI

~~lH IItlF TAffttIII amp~lIfl II In llIIM

~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV

IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

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STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

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bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 7: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP

(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~

j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf

SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-

7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP

I IJT I SJol-lt $ 1-]4 Sl~ C ST-32

~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS

S1-~4 I ST-34 SH4 s~ ~ r ~T1l

~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t

if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~

STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___

I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I

-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS

CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m

~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound

bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8

~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~

I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES

S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$

ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II

~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I

bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C

51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I

11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C

11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl

Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound

STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM

~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32

QUONSET 40 aUlUJlNG

DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS

rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A

o MEASURED ON OU TSIDe OF 51shy

23 --shy -shy~e _~ __

FL04NG(

CURvED SHEETS 5T-1250

ttRIB ST-12 30

GAL-v LEAD SEAL NAILS 8~ OC ~ 0

0 ~RCE

i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE

MASTIC SEAL BETWEEN FLASHING

U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas

tshy

01

I - ~N(L- Sf lila

IRIDOINfI

bull --l-r- 3 CURE~S 511r50

RIB 51 - 1230

1 - 51-150amp

bull

PURLIN ST shy 590 -

2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING

t OF eUILDING

dO ~

~Il

NUTS Il WASHERS

spuu CHANNEL --~ ~-I~ 101H $10pound$

-CHAHn IIUDOINCI srmiddotll26

OftE SlOE M 1 ONLY

$T -1 41O

SHEETS

RI8 ST-I230

OETAIL OF TYPICAL RIB SPLICE V ~Q812

bull litC

RI8 51- 1210 RI8 S1middot 1230 -_

I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot

~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C

FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS

SHEET METAL SCREWS ~ TOf CWLY

eKAHt[l RIOOHG S7 tJt6

~ 6 Ra

GEflTER TO CENTfJt 0 1185

INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -

INCI1~

CONCRETE

4 01shy OUT TO OUT OF FOUNDATION

TYPICAL CROSS SECTION o

FEE T middot

- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN

ST lno

6 RIB S7-1230 PUALIN ST ~90

DETAIL OF PURLIN TO RIB CONNECTION

031912__ 7= INCHES

_VISIONS

ANCHOR 80LT

La I( DESCRIP TiO I SIZE bull GAGE

1ST 5 f1 0 IPURLN 12 I II (lA

ST- 1230 I CURVED Ria a~ II 14 GA

Sflttll

ST-I505

$7-1410

CHAHNEL

~n eDli RIB SPLIO [ C~NNEL

FLASHING

CORRUGATED SHEET

~ x 1 x 16 GA

JaX QA

4 t4 ~~)( II 0

26 GA GlV

26 GA CiALV

STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON

ouon MICHIGAN

QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER

-shy -shy 10- 1-48

01 4$ SHOWN

TYPE-~A

CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR

~ oetI shy 0 - 40- A 629

a

4 Omiddot

~NIi D IN I) ~ A

bullbull

(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS

---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU

~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4

51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4

~

~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -

I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc

RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_

f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER

- em4W1l11 AILS

i ~

bull

Q~ 1 rf - shy~A~

g ~ ~ ~bull bull bull

bull bull~ ~ ~I bull ~ ( i

~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull

( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _

ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i

IIIAIL Imiddotac J~ BEAD MASTlC --

(

~tl

( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS

5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I

L--T ---1- I I l till fW nOOl LJtH j

__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS

_

SltllT Ji

GENUiy NOTES

I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET

V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD

----

t t

5-

r- shy

I

_ f~- r ~ bullbullYIi1 - FIN F

SECT ION ~ o o 10

-t ___ I 12

iNDE5 ---~ruT 1 01 2 3 5 6 ~

t~ (Igt FIVATIINj

oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00

~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC

NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~

I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t

xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA

Jl W3 IT 1 661

S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-

91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII

$T-U fU~fIJ CIRG KiA- GALV

Sor-lit CHANIpound 3r~i x 16GA

AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx

sr-rss ~ __~ lCl4~

1shy

1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110

(JrnooH MlCHIGAtli

OOQrHSET -40- aUILDING 40 FT LONGANb LONGE

TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL

- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1

L~-2~[fr1~T-2 -II

-~ 0 _ SEE SHEET-S32

$~FOR DETAILST-2~ rl il l bull~ ~

ST~54

-0middot Sj 440L

I ST-17

ATTACH SHEET

3iXI6GA STUD

DOOR A5T-66 ----n===i DOOR JAMB STUD

wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot

t

ST-122

~ ~

~I II11) 1

jgt ~

IJd fACE TO reE a CH~~~ middotT-1221

~ ~bull

il ~

5T 221 FIN FLO

LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

IT-5 4

51 -101

5T-1l1I

ST-amp Sl~14~ 1

5I-f63

$T~OI

st-l4

~-CioIANNEL II( 16 GA

TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

nASHI 16 GA GAl

F LASl-ilN O GAGALV

UFTfI 01 GA

HO WALL Gl _4 I lH)shy

DOOR JIIfB STUD lC161)la)1

BRADE 3 3 ~ XOA

ceR R STR1P i XI

~PLATt 11

f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-

STUN STEEL DIVISION CtA LAW nut COUOIanOH

~ MlQlllloUI

=~

- --END WA Oft

- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631

Iflt I aD

BLDG

S-RIB

I ~

- I

Fi ~I

smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

~

=22

T 3 8 [NO

f CA bull lOll S AND III VT5_

SECTION 5 T )

C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

N ~ r ~

r =

r

~

r r Z

I

ra-r~

-

r- c

bull middotshy~

r ~

~

bull ~

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~ ~

~ ~

~ ~ -lt

0 bull r 0 co

lt

-

- bullr bull bull

~~ middot o i

0 bull bull

bull - I - shy

bullbull bull gt bull ~

bull ~rmiddot

~

r ~

o

0

amp~

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s

0

bull

bullbull

~

i ~

bull

g

shy

-

-

~ f

~l

6

bull ~

1

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i

kyenl~

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~

bull

-shy

---shy

-bull bull ~ ~I

4 -

0middot _

__

I I

----

--shy

~LU~

__~LU~ULUL~LU~

__

__

__

__

__

__

__

__

__

__

__

__

__

__

__~

_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

E

me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

LJlI YO~Ctt1

y 1111amp -shy

r 1F Hltt T

__~__ ~ H

I ~~ ~ ijj -

bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

=7Tj copy I I

i CiS j n-~~~ ~~ 4~ST 41

hIt-

rH ZI t oT-)-shylI~ J S~D IIO_E 7

YTo1- J II

J

I I

D ~~N4 it Il

I~ ~ - I ~Ilt-

1iIe-L 9CIlEW ( lUlU IjIlpound In

PJ shy 1 l I

~ -l ~ R~r I

jbull

I ~ TI Spound 110-pound5 PU~Cltl[D

H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

Itt I

l ~ IL -Jj ~I~t I

~shy

I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132

H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01

~1 - ~ s I secttlJll GfiOft

fyen 1=5170 I I ir - a) 7 ST -PII

91 BI

~~lH IItlF TAffttIII amp~lIfl II In llIIM

~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV

IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 8: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

o MEASURED ON OU TSIDe OF 51shy

23 --shy -shy~e _~ __

FL04NG(

CURvED SHEETS 5T-1250

ttRIB ST-12 30

GAL-v LEAD SEAL NAILS 8~ OC ~ 0

0 ~RCE

i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE

MASTIC SEAL BETWEEN FLASHING

U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas

tshy

01

I - ~N(L- Sf lila

IRIDOINfI

bull --l-r- 3 CURE~S 511r50

RIB 51 - 1230

1 - 51-150amp

bull

PURLIN ST shy 590 -

2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING

t OF eUILDING

dO ~

~Il

NUTS Il WASHERS

spuu CHANNEL --~ ~-I~ 101H $10pound$

-CHAHn IIUDOINCI srmiddotll26

OftE SlOE M 1 ONLY

$T -1 41O

SHEETS

RI8 ST-I230

OETAIL OF TYPICAL RIB SPLICE V ~Q812

bull litC

RI8 51- 1210 RI8 S1middot 1230 -_

I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot

~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C

FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS

SHEET METAL SCREWS ~ TOf CWLY

eKAHt[l RIOOHG S7 tJt6

~ 6 Ra

GEflTER TO CENTfJt 0 1185

INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -

INCI1~

CONCRETE

4 01shy OUT TO OUT OF FOUNDATION

TYPICAL CROSS SECTION o

FEE T middot

- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN

ST lno

6 RIB S7-1230 PUALIN ST ~90

DETAIL OF PURLIN TO RIB CONNECTION

031912__ 7= INCHES

_VISIONS

ANCHOR 80LT

La I( DESCRIP TiO I SIZE bull GAGE

1ST 5 f1 0 IPURLN 12 I II (lA

ST- 1230 I CURVED Ria a~ II 14 GA

Sflttll

ST-I505

$7-1410

CHAHNEL

~n eDli RIB SPLIO [ C~NNEL

FLASHING

CORRUGATED SHEET

~ x 1 x 16 GA

JaX QA

4 t4 ~~)( II 0

26 GA GlV

26 GA CiALV

STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON

ouon MICHIGAN

QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER

-shy -shy 10- 1-48

01 4$ SHOWN

TYPE-~A

CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR

~ oetI shy 0 - 40- A 629

a

4 Omiddot

~NIi D IN I) ~ A

bullbull

(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS

---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU

~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4

51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4

~

~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -

I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc

RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_

f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER

- em4W1l11 AILS

i ~

bull

Q~ 1 rf - shy~A~

g ~ ~ ~bull bull bull

bull bull~ ~ ~I bull ~ ( i

~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull

( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _

ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i

IIIAIL Imiddotac J~ BEAD MASTlC --

(

~tl

( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS

5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I

L--T ---1- I I l till fW nOOl LJtH j

__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS

_

SltllT Ji

GENUiy NOTES

I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET

V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD

----

t t

5-

r- shy

I

_ f~- r ~ bullbullYIi1 - FIN F

SECT ION ~ o o 10

-t ___ I 12

iNDE5 ---~ruT 1 01 2 3 5 6 ~

t~ (Igt FIVATIINj

oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00

~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC

NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~

I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t

xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA

Jl W3 IT 1 661

S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-

91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII

$T-U fU~fIJ CIRG KiA- GALV

Sor-lit CHANIpound 3r~i x 16GA

AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx

sr-rss ~ __~ lCl4~

1shy

1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110

(JrnooH MlCHIGAtli

OOQrHSET -40- aUILDING 40 FT LONGANb LONGE

TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL

- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1

L~-2~[fr1~T-2 -II

-~ 0 _ SEE SHEET-S32

$~FOR DETAILST-2~ rl il l bull~ ~

ST~54

-0middot Sj 440L

I ST-17

ATTACH SHEET

3iXI6GA STUD

DOOR A5T-66 ----n===i DOOR JAMB STUD

wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot

t

ST-122

~ ~

~I II11) 1

jgt ~

IJd fACE TO reE a CH~~~ middotT-1221

~ ~bull

il ~

5T 221 FIN FLO

LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

IT-5 4

51 -101

5T-1l1I

ST-amp Sl~14~ 1

5I-f63

$T~OI

st-l4

~-CioIANNEL II( 16 GA

TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

nASHI 16 GA GAl

F LASl-ilN O GAGALV

UFTfI 01 GA

HO WALL Gl _4 I lH)shy

DOOR JIIfB STUD lC161)la)1

BRADE 3 3 ~ XOA

ceR R STR1P i XI

~PLATt 11

f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-

STUN STEEL DIVISION CtA LAW nut COUOIanOH

~ MlQlllloUI

=~

- --END WA Oft

- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631

Iflt I aD

BLDG

S-RIB

I ~

- I

Fi ~I

smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

~

=22

T 3 8 [NO

f CA bull lOll S AND III VT5_

SECTION 5 T )

C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

N ~ r ~

r =

r

~

r r Z

I

ra-r~

-

r- c

bull middotshy~

r ~

~

bull ~

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~ ~

~ ~

~ ~ -lt

0 bull r 0 co

lt

-

- bullr bull bull

~~ middot o i

0 bull bull

bull - I - shy

bullbull bull gt bull ~

bull ~rmiddot

~

r ~

o

0

amp~

-

s

0

bull

bullbull

~

i ~

bull

g

shy

-

-

~ f

~l

6

bull ~

1

-i~

i

kyenl~

~ -

~

bull

-shy

---shy

-bull bull ~ ~I

4 -

0middot _

__

I I

----

--shy

~LU~

__~LU~ULUL~LU~

__

__

__

__

__

__

__

__

__

__

__

__

__

__

__~

_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

E

me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

LJlI YO~Ctt1

y 1111amp -shy

r 1F Hltt T

__~__ ~ H

I ~~ ~ ijj -

bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

=7Tj copy I I

i CiS j n-~~~ ~~ 4~ST 41

hIt-

rH ZI t oT-)-shylI~ J S~D IIO_E 7

YTo1- J II

J

I I

D ~~N4 it Il

I~ ~ - I ~Ilt-

1iIe-L 9CIlEW ( lUlU IjIlpound In

PJ shy 1 l I

~ -l ~ R~r I

jbull

I ~ TI Spound 110-pound5 PU~Cltl[D

H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

Itt I

l ~ IL -Jj ~I~t I

~shy

I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132

H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01

~1 - ~ s I secttlJll GfiOft

fyen 1=5170 I I ir - a) 7 ST -PII

91 BI

~~lH IItlF TAffttIII amp~lIfl II In llIIM

~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV

IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

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STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

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bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 9: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

bullbull

(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS

---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU

~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4

51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4

~

~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -

I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc

RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_

f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER

- em4W1l11 AILS

i ~

bull

Q~ 1 rf - shy~A~

g ~ ~ ~bull bull bull

bull bull~ ~ ~I bull ~ ( i

~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull

( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _

ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i

IIIAIL Imiddotac J~ BEAD MASTlC --

(

~tl

( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS

5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I

L--T ---1- I I l till fW nOOl LJtH j

__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS

_

SltllT Ji

GENUiy NOTES

I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET

V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD

----

t t

5-

r- shy

I

_ f~- r ~ bullbullYIi1 - FIN F

SECT ION ~ o o 10

-t ___ I 12

iNDE5 ---~ruT 1 01 2 3 5 6 ~

t~ (Igt FIVATIINj

oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00

~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC

NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~

I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t

xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA

Jl W3 IT 1 661

S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-

91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII

$T-U fU~fIJ CIRG KiA- GALV

Sor-lit CHANIpound 3r~i x 16GA

AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx

sr-rss ~ __~ lCl4~

1shy

1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110

(JrnooH MlCHIGAtli

OOQrHSET -40- aUILDING 40 FT LONGANb LONGE

TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL

- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1

L~-2~[fr1~T-2 -II

-~ 0 _ SEE SHEET-S32

$~FOR DETAILST-2~ rl il l bull~ ~

ST~54

-0middot Sj 440L

I ST-17

ATTACH SHEET

3iXI6GA STUD

DOOR A5T-66 ----n===i DOOR JAMB STUD

wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot

t

ST-122

~ ~

~I II11) 1

jgt ~

IJd fACE TO reE a CH~~~ middotT-1221

~ ~bull

il ~

5T 221 FIN FLO

LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

IT-5 4

51 -101

5T-1l1I

ST-amp Sl~14~ 1

5I-f63

$T~OI

st-l4

~-CioIANNEL II( 16 GA

TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

nASHI 16 GA GAl

F LASl-ilN O GAGALV

UFTfI 01 GA

HO WALL Gl _4 I lH)shy

DOOR JIIfB STUD lC161)la)1

BRADE 3 3 ~ XOA

ceR R STR1P i XI

~PLATt 11

f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-

STUN STEEL DIVISION CtA LAW nut COUOIanOH

~ MlQlllloUI

=~

- --END WA Oft

- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631

Iflt I aD

BLDG

S-RIB

I ~

- I

Fi ~I

smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

~

=22

T 3 8 [NO

f CA bull lOll S AND III VT5_

SECTION 5 T )

C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

N ~ r ~

r =

r

~

r r Z

I

ra-r~

-

r- c

bull middotshy~

r ~

~

bull ~

-I-~ bull bull

~ ~

~ ~

~ ~ -lt

0 bull r 0 co

lt

-

- bullr bull bull

~~ middot o i

0 bull bull

bull - I - shy

bullbull bull gt bull ~

bull ~rmiddot

~

r ~

o

0

amp~

-

s

0

bull

bullbull

~

i ~

bull

g

shy

-

-

~ f

~l

6

bull ~

1

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i

kyenl~

~ -

~

bull

-shy

---shy

-bull bull ~ ~I

4 -

0middot _

__

I I

----

--shy

~LU~

__~LU~ULUL~LU~

__

__

__

__

__

__

__

__

__

__

__

__

__

__

__~

_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

E

me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

LJlI YO~Ctt1

y 1111amp -shy

r 1F Hltt T

__~__ ~ H

I ~~ ~ ijj -

bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

=7Tj copy I I

i CiS j n-~~~ ~~ 4~ST 41

hIt-

rH ZI t oT-)-shylI~ J S~D IIO_E 7

YTo1- J II

J

I I

D ~~N4 it Il

I~ ~ - I ~Ilt-

1iIe-L 9CIlEW ( lUlU IjIlpound In

PJ shy 1 l I

~ -l ~ R~r I

jbull

I ~ TI Spound 110-pound5 PU~Cltl[D

H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

Itt I

l ~ IL -Jj ~I~t I

~shy

I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132

H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01

~1 - ~ s I secttlJll GfiOft

fyen 1=5170 I I ir - a) 7 ST -PII

91 BI

~~lH IItlF TAffttIII amp~lIfl II In llIIM

~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV

IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 10: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

L~-2~[fr1~T-2 -II

-~ 0 _ SEE SHEET-S32

$~FOR DETAILST-2~ rl il l bull~ ~

ST~54

-0middot Sj 440L

I ST-17

ATTACH SHEET

3iXI6GA STUD

DOOR A5T-66 ----n===i DOOR JAMB STUD

wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot

t

ST-122

~ ~

~I II11) 1

jgt ~

IJd fACE TO reE a CH~~~ middotT-1221

~ ~bull

il ~

5T 221 FIN FLO

LINE

FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS

RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS

liSTUD

~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO

41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________

I PIECES 5T- 113B

ELEVATION OF END WALL FRAMING WITH DOOR

ST- gt8

PIECES 5T-1367

S r~45l

_r

bull MASTIC

MASTIC

~ ~

STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA

ST-II shy I

I----f-tD00R A5T-66

II r mIl r ~~TO 4~ LAF CENTER

STshy 13 H

bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20

ST-2IR FLOOR L INE

5L1DII G DOOR Sf OWG AST- 66 SECTION

ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415

SCA Lpound FO R fLtlATIOHS ~ AS SHOWN

DETAIL

IIICHES

=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC

2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C

3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC

4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~

PIECE opoundSCRIPTIOH SIZE ANO GAGE

A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot

AST-66 SLIDI NG DOOR

ASl1iI1 METAL WINDOW

14-0)1( 13-6 HIGH

3Lmiddot X -IHIGH

~T- 1488 STUD 3-~ X IslA

ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL

ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl

IT-5 4

51 -101

5T-1l1I

ST-amp Sl~14~ 1

5I-f63

$T~OI

st-l4

~-CioIANNEL II( 16 GA

TOP CioIANNEL 3raquo X IIGlo

STUI) 5 )I 16 0

nASHI 16 GA GAl

F LASl-ilN O GAGALV

UFTfI 01 GA

HO WALL Gl _4 I lH)shy

DOOR JIIfB STUD lC161)la)1

BRADE 3 3 ~ XOA

ceR R STR1P i XI

~PLATt 11

f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-

STUN STEEL DIVISION CtA LAW nut COUOIanOH

~ MlQlllloUI

=~

- --END WA Oft

- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631

Iflt I aD

BLDG

S-RIB

I ~

- I

Fi ~I

smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

~

=22

T 3 8 [NO

f CA bull lOll S AND III VT5_

SECTION 5 T )

C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

N ~ r ~

r =

r

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lt

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bull ~rmiddot

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bullbull

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shy

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bull ~

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---shy

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4 -

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__~LU~ULUL~LU~

__

__

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__

__

__

__

__

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__

__

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_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

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o loll

00

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bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

=7Tj copy I I

i CiS j n-~~~ ~~ 4~ST 41

hIt-

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J

I I

D ~~N4 it Il

I~ ~ - I ~Ilt-

1iIe-L 9CIlEW ( lUlU IjIlpound In

PJ shy 1 l I

~ -l ~ R~r I

jbull

I ~ TI Spound 110-pound5 PU~Cltl[D

H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

Itt I

l ~ IL -Jj ~I~t I

~shy

I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132

H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

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~1 - ~ s I secttlJll GfiOft

fyen 1=5170 I I ir - a) 7 ST -PII

91 BI

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IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 11: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

BLDG

S-RIB

I ~

- I

Fi ~I

smiddot 3 Sl UOS

t ~ T ST 44 WIND GIRT Sf- bull bull

4~~ $T 362

ST 4

5T 163

51117

t tmiddotOIA X I- SOU t NUT amp WI5HE R

NA tL T O R IB WITH 8d NAILS

- ST 4 4 0 11

1 10 I 7 _10 7 -

ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING

SCAlpound ~ ~~=_ S FI1(T -

WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l

RI

8l0 G

ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)

SCALE 9 1 I [ T

ST 743

tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-

TRA CK a BRA CK ETS US ED ONI Y

~ST 1I7 SPLICE 5T IO S

Ii I j

4 16 1 ~ 0

bullbull-~J bullbull middot 1 0

0

- I

bull

ST 3amp11

sr 1 fi J

5T 1I1 shy

r OA J( - Ol T S J NV TS 8 WA SHE RS

C oo tshy

SEC ON o l 6 9 I IS

(ND WALL IT H DOO R

lNCHE3 SCALE ---- --shy

regSECTION o bull

NeIllES

~ RIB

TH IRD RIS Re M [N O 8~O~ ____ I

Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT

~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr

bullg bull u

-i

SCAl

~

=22

T 3 8 [NO

f CA bull lOll S AND III VT5_

SECTION 5 T )

C J 6 I 12 15-M- =shy

WAL L STUD

tt OI A X I

30LT 5 AH e NUTS

IN CHES STUO

AND NUT

SECTION copy o 5 6 II 12 It

fiijCI1 iS

CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL

ST362 GRACE ANGLE middot x 8 0A L

STomiddotH-4 ~ACE el lgt 5 x It middot(faA L

nmiddotlIl BRACr l4SlC~middotCA

STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON

on lto MICHIG AN

QUONS[ T 40 BUILDING 40 FT LONG AND LONOER

~

TYPE it WALL WIND

0 Ii f LK ~~ shyTYP[shy A

- shy AS NOTEo

Cmiddot O middot gt- 0_ bull 632

I LHI tLJ LN u s

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

N ~ r ~

r =

r

~

r r Z

I

ra-r~

-

r- c

bull middotshy~

r ~

~

bull ~

-I-~ bull bull

~ ~

~ ~

~ ~ -lt

0 bull r 0 co

lt

-

- bullr bull bull

~~ middot o i

0 bull bull

bull - I - shy

bullbull bull gt bull ~

bull ~rmiddot

~

r ~

o

0

amp~

-

s

0

bull

bullbull

~

i ~

bull

g

shy

-

-

~ f

~l

6

bull ~

1

-i~

i

kyenl~

~ -

~

bull

-shy

---shy

-bull bull ~ ~I

4 -

0middot _

__

I I

----

--shy

~LU~

__~LU~ULUL~LU~

__

__

__

__

__

__

__

__

__

__

__

__

__

__

__~

_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

E

me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

LJlI YO~Ctt1

y 1111amp -shy

r 1F Hltt T

__~__ ~ H

I ~~ ~ ijj -

bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

=7Tj copy I I

i CiS j n-~~~ ~~ 4~ST 41

hIt-

rH ZI t oT-)-shylI~ J S~D IIO_E 7

YTo1- J II

J

I I

D ~~N4 it Il

I~ ~ - I ~Ilt-

1iIe-L 9CIlEW ( lUlU IjIlpound In

PJ shy 1 l I

~ -l ~ R~r I

jbull

I ~ TI Spound 110-pound5 PU~Cltl[D

H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

Itt I

l ~ IL -Jj ~I~t I

~shy

I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132

H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01

~1 - ~ s I secttlJll GfiOft

fyen 1=5170 I I ir - a) 7 ST -PII

91 BI

~~lH IItlF TAffttIII amp~lIfl II In llIIM

~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV

IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 12: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

bull bull ~~--I

middot bull

-

~ bull bull bull 2 bull bull i

2 bull bull bull ~ lqshy ~ 1

N ~ r ~

r =

r

~

r r Z

I

ra-r~

-

r- c

bull middotshy~

r ~

~

bull ~

-I-~ bull bull

~ ~

~ ~

~ ~ -lt

0 bull r 0 co

lt

-

- bullr bull bull

~~ middot o i

0 bull bull

bull - I - shy

bullbull bull gt bull ~

bull ~rmiddot

~

r ~

o

0

amp~

-

s

0

bull

bullbull

~

i ~

bull

g

shy

-

-

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~l

6

bull ~

1

-i~

i

kyenl~

~ -

~

bull

-shy

---shy

-bull bull ~ ~I

4 -

0middot _

__

I I

----

--shy

~LU~

__~LU~ULUL~LU~

__

__

__

__

__

__

__

__

__

__

__

__

__

__

__~

_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

E

me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

LJlI YO~Ctt1

y 1111amp -shy

r 1F Hltt T

__~__ ~ H

I ~~ ~ ijj -

bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

=7Tj copy I I

i CiS j n-~~~ ~~ 4~ST 41

hIt-

rH ZI t oT-)-shylI~ J S~D IIO_E 7

YTo1- J II

J

I I

D ~~N4 it Il

I~ ~ - I ~Ilt-

1iIe-L 9CIlEW ( lUlU IjIlpound In

PJ shy 1 l I

~ -l ~ R~r I

jbull

I ~ TI Spound 110-pound5 PU~Cltl[D

H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

Itt I

l ~ IL -Jj ~I~t I

~shy

I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132

H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01

~1 - ~ s I secttlJll GfiOft

fyen 1=5170 I I ir - a) 7 ST -PII

91 BI

~~lH IItlF TAffttIII amp~lIfl II In llIIM

~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV

IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

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ST-450

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RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

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5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

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fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

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fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

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AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

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OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

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-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

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ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

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OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

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Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

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ST -22~ G IZ Z ~ I

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ST-22

bull I z

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bull0

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20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

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PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

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==-= gt0

lEVlSION~

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NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

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f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

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STftpoundPS t x 2 -shy

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WINDOW ELEVATION WINDOW SECTION o ~ ~

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fi T S IL L

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cc111 bull

- -

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WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

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bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

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RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

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~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

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51-1226I

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STmiddot 1226

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STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

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JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

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f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

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NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

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ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

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0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

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2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

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o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

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j~~

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~ DOOR ASSEMBLY AST-31

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~ gt bull bull~ g -~

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Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

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_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

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INCHE - FASTEN ST-4571 (OR STshy

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SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

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MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

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MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

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DESCRIP110N

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2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

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40 1 ST52~ GAL LEAD SEAL NAI LS

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bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 13: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r

r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut

~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir

~~shy ~shy ~ 1 - I I -T-- -

I I -tr shy H

- II It-J 1 ~T ~8 ~ i 1

ST-4~1-1----I~ 1 S f-4~7- 2

it DOOfl 51 4 ~ 5 qy $1-460

ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I

I ~ rr ST-4~tI

o Z 00

1 is ~ ~

o loll

00

E

me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND

LJlI YO~Ctt1

y 1111amp -shy

r 1F Hltt T

__~__ ~ H

I ~~ ~ ijj -

bullbullbull _ ~ - 51-

I L I~~nf ~

I i ~

SECTION

V ~ t~ ~

NQoC

_ sn rt JOOR ~1 45 ~

~

NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND

~ r - TlO~

t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL

t ICHnn _

=7Tj copy I I

i CiS j n-~~~ ~~ 4~ST 41

hIt-

rH ZI t oT-)-shylI~ J S~D IIO_E 7

YTo1- J II

J

I I

D ~~N4 it Il

I~ ~ - I ~Ilt-

1iIe-L 9CIlEW ( lUlU IjIlpound In

PJ shy 1 l I

~ -l ~ R~r I

jbull

I ~ TI Spound 110-pound5 PU~Cltl[D

H 5nA~ STEEL

I 10

Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~

Itt I

l ~ IL -Jj ~I~t I

~shy

I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132

H~

IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~

OUTSIDE ELEVATION OF DOOR lt

f~O nw lIII1 1 1~Jrul ~ HOLES

0 SCALl

FEET

c

ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14

I 1 rws nT~pound lJ 1IfI

ST-4~71

SHT METAL SCfpoundWS

NOH -ltV r1 rshy 5 A~T - 51 ~) shy

_ _ ~TTEI I STshy 512

FOR PIlRER POSITON Of DOOR

THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD

~ r- 511

5T- lo ll26 GA CORR

r ~LEAD SEAL ~AIL

J

P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462

~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461

7

OO~

DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD

CAUTION

fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS

I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8

~ fEEL DOOR ST- 455 ------J

IlUTT HINGf ST 4 58-shy

1----+

cshy JA~8 fRA ~~ 8AR ST- 457 2

l- 3 ~8shy STUD

SECT ION THRU OOOR 26 GA (l~R ~rUETJ----

O I 3~

set E IllliMl bull

-

MY IIlI

ENLARGED VIEW OF DOOR HANDLE AND KEEPERS

r 0 r =-----shyGALE ~flrs

shyILL 41 [III

~~

fJshy

1__ ARK cn ~ ~ f

IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii

~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ

Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt

sta l2 CQtFI III e-i1fltI lONIi

if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01

~1 - ~ s I secttlJll GfiOft

fyen 1=5170 I I ir - a) 7 ST -PII

91 BI

~~lH IItlF TAffttIII amp~lIfl II In llIIM

~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV

IXIUIJIIIIfI U 00 LpoundW BtI nlt

STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI

IDflWOO MIQWOlH

OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _

flIIL jill S1li~U85 bullbull1I1Ii_ 1

~ a 47 100 OtiL _la ~shy -shy~

~ If(lru ~~ shy ASTmiddot31

I-Il tllko I

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

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STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

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~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 14: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

bull ~ bull ~ Zbull Xbullbullo

-

J

J

orUJ 00 05

bull0 iii

bull -J z Oz z~0 JI -

n

o

l I i CURB ANG LE SILL GU IOE

b ~tgt- ~~ ltl

~ - ~ b rl-~--~ -~---~---~~

gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole

t h - --y ~ I WE LDED TO ANG LE

1-____ 4-II _middot-LI-----j[AL

o middot 0 0 0

(NOT SY STFIAN STEELl

~ A v -

~ I I ~ v ~ -t ~ ~ bull

fA- SECTION ~)

o i t INCHES

~f

~ bull

or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull

NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS

5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a

~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS

at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~

_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION

bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o

Q -DOOR THRESHOLD

i ~

SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE

~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy

C~~ gtltCI ~ - AS NOTED AST-48

fRINTID I N u s

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 15: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

~---Ar 1 WO~RT

(i ~ TS~i~ ~J~L SCREWS

EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63

bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull

j ~ -I f- - - ST_2j1 TA UCKS 5T-I271

UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO

l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC

1 bullIII I t

-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10

bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF

~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL

f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK

~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET

_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY

INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP

1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS

bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --

lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT

~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~

SCALE 1 INCHES I

1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION

~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN

Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY

I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4

CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66

NCHES AS NOT[D

~ I NTO IN U IA

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

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CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

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f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

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ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

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ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

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middot-MEASURED ON INSIDE OF RIB

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PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

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l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

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o

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-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

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STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

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STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

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51-1226I

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STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

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f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

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NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

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ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

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_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

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MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

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2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

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ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

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_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 16: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

sr- I~OL

~ z middot

~ i Sf- IOOR

4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2

~-U8S ShI4~0-i If t bull

L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM

51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT

2- 6 DC 0

bull

bull

ST- 22~ b ~ ~ F -~~T-m- 51-725

- shy-L ST -JOZL I middot+f I -S1 102

l- If- middot 12

ROOF FRAMING PLAN

r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR

5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN

51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h

8 LEAO wASHERS I I middot I on

RIB AlOffGSlOE OF RIB SEE PLANS

Sfshy loe L

11

2- 6

PRESENT RI6S

)~~-

3-1

rmiddot Of -Nbull

bull01 1 ~I(

OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3

OUTSIDE ELEVATION

S~Q

T ~ 9

ST~ ICOR

ST-looL

n iA 4 iAO SCREW

Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy

---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1

FOUNDATIO N PLAN

PRESENT RIBS

-l

a -

) - S

) shy I ~ I-1

XI

2 ~6

1 ~ I ~N - N

I I 1L l _

~

~ bull~

ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS

III 1 51shy 1195STUD I CURVED FLASHING

~ bull ST - 61

SECTION ffi

EB o ~--- I

F EE 1 SCALE OF ABOVE DETAILS

= FOR DE1AILS SEE A5T - S7 SHEET 2

FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4

FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )

FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4

-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION

~ 6

1 51-1278

rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER

NOTE FASTEN FLAT SHEETS TO STUD WITH

6d GALiANI~ED NAILS WITH lEAD WASHERS B DC

LAPS OF HAT SHEETS NOT ON STUD

TO RECEIVE -14 SHEET METAL

SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING

WITH t OIA BEAD OF MASTIC

4-

~ 0- -48

II= SHOWN

GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN

DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy

PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_

SHEET IOF 4

FRNno tos

SHEET a FLASHING bull

Ee ~ EXTRA PRESENT

bull

ST-211 STUD

~

r gt-0ltgt1

bull

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 17: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

-8 a GAVANIZEO LEAO SEAL

-

- FLAT SHEETS

I -ST-231 STUD

middot14

DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN

RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc

SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC

LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH

SHEET METAL SCRpoundWS ----

SHEET METAL SCRE YfS ST- 55 1 CORRUGATED

- -- CORRUGATED SH ET

c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS

A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN

ErJ

1IAT[1-middot or OP[ N1O

-

-k_~ _

ST-450

L ST- II9-3

RIGS 12 ~0C SHEETS

5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc

- ST- Z48 lOR 5T-241

bull

VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC

I middot14 SHEET METAL SCREWS FlLSKE HU lt

OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~

I-flltgtLJ II

-I-1-1 ~--- I -

l -IN

----

-

ST~1220_ shy shyST 72-3

51 114 SrgtUCE toM AT cu(T[fI1 L

5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S

5T- IOOLAST- 83 ~OOR

l ST-IOO COLUMN

-i Ii ~shyf _t DETA1L 0 I li 51-1196

L ~- - ~~NT r D~OR SDETAIL JAMB 0_

DETAIL ~ IIICHES

-lUlI shyt III r I

n --1- ST-

-bull ------r-~ llT

I - Jt -- 1 - --$

ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --

fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t

L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-

WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j

SLO T

L pi middot middoti~ f 0-11- r I

fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12

DETAIL reg - I SECTION W II)( _LL INCHfS

AApound Of lOVE ~MI

Pfi(JNT~D I f us

AS SHOWN

STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION

DmlOIf MIOeGAN

0_ -shyAST-67

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 18: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

----

--

3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY

~~

wbull

I 4- 0 2-0middot

--~bull-

OF SPLICE- t --- --

bull ~ 6RIS 6-91 LONG 5T-145O

~ I w -- 6

~Z I J gtIwCI

)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~

FLANGES OF RIBS (SEE SECTIONS)

cIt=

L ST-1193

m -Ii

lit o middot I I~ ~ I ~ ~ w II) ~~

~ I r ~ - p 0

z 0

~ Iii

i~

ff bull 0

~

loa - - -----shy~tWORK THIS EN Oj AS SHOWN

-- ~I --- shy

- EXTRA RIB ST- )230

CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B

- OF Rles t OF RIB

ST-1226j- NO14 SHEET META L SCREW

f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa

HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB

~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o

FEET

-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2

r - r- r- - 1 2 PURLINS ST-590~f

-4f=

~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI

l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6

eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I

I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1

_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II

ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I

~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t

bull)b

middot-

~ CIA HOLES PU~H

00 -tlQtsect

---------------------gtI I I [ 7 I I

~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I

~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI

ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J

BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET

2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS

0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i

NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING

ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI

AS SHOWN

OF SPLICE

-~~EASUREO ON OUTSIOf OF RIB

middot-MEASURED ON INSIDE OF RIB

IPI fiELD

SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING

STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH

OniOlf MIMIOAN

fR1NTEl Igt U

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 19: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

Z middotI~ 1 r plusmn6 r- I

L1

- c u r OF F IN F IEl -

- -12 middot I - C -O r T

--1shy-- 10 - 0 1gt-1

OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN

rozR

eU1 OFF ( FIELD OUf OFF IN LLD

Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$

-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW

5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -

ST -22~ G IZ Z ~ I

middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN

ST-22

bull I z

-s T - 72 4

~ z z ~bullo

]2T - 72T

bull0

I ~ I

ST-IOOL E gl IST - IOO

R o E o 0 o

E g rST-IOOL

Ilsr -OO

I

1 1--5T - IOO

R~ST -IOOL

L_ OUTSIDE elEVATION

20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE

J TRACI( ON LY ~

-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~

PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC

j

MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK

16 - Omiddot

DOOR

tiD

f(bull 1

l I bo

OOOR I I DOOR 1 DOOR

~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN

SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING

a

1

-shy-- rshy TRACK B DOORS IIliSlOE

==-= gt0

lEVlSION~

10- ) -48

NONE

i)ES GIIITIO N

BILL Of MATE~ AI_

~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[

I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17

I ST- 9 S

2 S1- 11 9 J

2 516 ~ X 1 6GA ~t ~I

258 11 I~ GA iTUD X ]14 L10

Ifzmiddot gt x IG-A r ~DER z ~ LG

I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj

t O-lOoL W[LQ(D CO M1 15E( DnAll1

I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG

U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-

I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O

I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG

a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG

l I fl-l3l 2~6~BG itu x 2- 4 111LG

J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt

ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG

2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG

2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-

2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG

I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG

I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG

r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG

~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI

~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___

20 Sf~1 CORRUGATED STRIP - ZSLONG

r2~- - ASTI C

2et 5 TO WA SHERS FOR 12 010 SOLT

-

I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__

~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS

3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS

c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~

~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL

1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____

_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS

50I sT-2sl lEAD WASH ERS WITH 18 HOLES

f-shy

STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON

DmOlT MICHICAN

DOOR ASSEMSL Y

t2XI2 SLOING DOO~CURVED WALl

ARRANGDENT OF ~OJA_~ _ D99RS ~

H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4

PINTFD IN U s

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 20: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

WELDED fRAME I1 ST- 1360

I~ ~

~

z H z~ 0 czo

SHEE T L APS CORR S li fEr OVER HEAD T INDOW

14 SHl [TIL SCR EW S a LEAD WASHERS --r

MASTIC BCTW[[tj IOOf SHEET S ~TA--

I shy STOVE BOLT wX W~T~ LEAD WA S HER _~

I -ST-no -- _ ~

~ COAT WITH MASTIC

v GUTT ST-

APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI

CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7

JAMB CLOSURE

CORA SHEE T AT R ~

COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C

---ir -~

-- sect CcJ -~ED

1 I I

shy

~

~I- ~ --_ ltII ~-

c

~I

I ~--- I--------1

- ~8-

--~J

ST~7

5T-49

NOTE

SLOT SHE ET AT JAM 8 TI~ ~~ 0

t

LEAO SEAL NAI LS S OC

Z6 iII ~

Ir-e- 6 CURVED Al B

[

~

11 iUIAXu FtH STOVE BOLTS

WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC

JAMB SECTION i o I 2 [ASrlaquo

- I JrEEf

_- 51-12 0 6 TYPE ft QlJ)G ~ -I

I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER

SILL SECTION o shy __bull

fln IS 5HCJWIIi

STftpoundPS t x 2 -shy

SIEfT hlETAl IGIltCWS

BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5

ST- ~251 IEAO SEAL UU1

no

STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM

DlTJIOA IIUttfIOAH

Ii ~4 SH1MtSci 6 (JAiol WASHERS AT

- --shy

bull

WINDOW ELEVATION WINDOW SECTION o ~ ~

~ 1( fpound t

DESCR IPTI ()N

FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS

fi T S IL L

G

cc111 bull

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 21: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

- -

fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB

WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS

$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo

POlITlON IlJoPLI l~ING Sf HwJ Q

FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122

CHANNEL 8RIOOI~YI~=tEL B~~~~~~

bull WINDOW A5T-68 bull

o

gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60

bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS

-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES

o 23 4 i I

fEET

STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE

Ir~ x r R If IiALV Sl oVE

JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A

CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT

ST- IU IS I WHEJ4 WINDOWS AR

~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2

~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE

RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~

~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH

fEET ---O ~cmiddot~~~-----

ON OUTSIDE FLANGE OF 6 RIB STEELiSAr

OF AlB

--I ~

~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET

STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------

ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS

HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION

INCHES- ~ Ii 1 Vo ~

STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE

GREAT LAKES STEEL CORPORATION51-315 ST-

I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET

~R[TED IN OJ SA

bull

I-

WASHER

BOLTS

DRILL

C ~ST-

_ M = _

t]1_shyi

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 22: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

STElsect

51-1226I

5T-1226

STmiddot 1226

IST -1226

STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~

ST-1226IsT-1226 -tshy 5T-1226 51-1226 1

JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE

ST-1226 I ~ 5T-1226

_~O

f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR

_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE

SIDE O~UJWilltG-o 2 ~- 8

NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING

~ sr-I2 ST-1226

sr-1226 ST-1226

5T-12261 ST-1226 ST-IU6 lST-1226

ST-I

I I ~

ST-1226 bull STmiddot1226 c-0shy 0

ST-1226 ioS ST-I226 S1-IUS

1~v CHL SRI GING OUT flz OF OR OPE G TO HERE

i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0

DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING

~

25 X14 GAshyR

~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA

HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP

- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS

0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD

-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I

lJ STUD ST-t2IPO

SHEET 1t~tjr[ WASHERS IiOC

~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h

2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457

DETAIL ~

o~ U_~ i p INCtpoundS

~

St lt DE rA IL FOR C)

middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII

N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -

j~~

~

~ DOOR ASSEMBLY AST-31

~OTE OOOff Ma1 ST-451-1 OR

T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O

T Slot or DOOR OPENING

~ gt bull bull~ g -~

11 W T TWO 100 LONG CORR

UTs Sl~ ) IN HALf AND us

HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5

2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -

Ir~HANOLE JAIoI8 ST-451-1

BUTT JAMe 5T-4512

GAL LEAD SEAL HAILS Bmiddot OC

ELEVATION

~ e ~ebullbullbullo

15-~ c

1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348

r ~ V

I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3

o obull ~ bullo o c

1_middotI 0 ~gshygt_e

c

t--- ~ S I ltZf 53

bull I J I (III ~ I$ I

gt IIP_- I II

~ i f I I sect I Ii U I ~ I I

5bullbullo

bull I ltIIshy I I

01 0 =zgt0_0 G

zbull J1I If N I ~

~4 SCREWS 80 LEAD WAS~ERS I

- I -shy

614 Gil AlB

bull bull o~

I ~~ -r-~1-

4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS

-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10

_ bull bull I

FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11

OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C

ST457-2 (OR 5T451-1)

INCHE - FASTEN ST-4571 (OR STshy

451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1

SCREWS(DRILL 0140 HOLES USING

ST-I~ TEMPLATE)

~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221

~~ - ~I~ fF~O(lR liN

+= ( - I f~2c DETAIL ~

o 3 4~ 10

- - =jIN CHES

-- 3r1S RIB

~~~fhl ~SlT 00 UBOLT

1- 3J bull 3middot l1-- 1-14 I 1Io~~

T -457-1 I

MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS

100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3

~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129

MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC

SECTION I q

~ ~

iV

jjQjPIECE ~ REO

81LL OF ~ATERIAL

DESCRIP110N

~ ASTiOOW PLETE OODR ASS

~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B

2 ST- 1291 STRAPS IIOU D-6

I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-

4 CUR ED FLASHI4G 2 4 I 26GA 5sLG

GAL SHEET 42fjij 311 1 Y LG

sr332 IGALV GUTTER 26 aA l4 -4 51LG

IZ 1 GALLON I MASTlC

40 1 ST52~ GAL LEAD SEAL NAI LS

40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED

- ST-~ l ~ LEAD WASHER WitH 025 HOLE

i6

bull IS

STI226 6 ~4J I middot 16GA CHtNMl 4- -LG

ST-12 16GA HALF 5Thli 3 - 1il2 LG

FOUNDRY toiAIL LONG

ST-133 2~ x 16 CIA lO middot LONG

ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE

STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi

Dnton ~

DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING

N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226

COWN 80 PUNCH OIA HOLE IN RIB 64

DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f

IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI

FlOOR PLAN q I

U

o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy

~-IJ_

AST shy 69 AS 5HQ1I

~ 141 TU )l U ~

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 23: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

CORR ROOf SHEETmiddotshy ___~

6 CURVED R(e ____~

SEE

14 SHEET METAl SCREws 4~ o-~

YtlLL

middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410

5T-470

4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS

O RR SlOE ~c SWEETS

~ r q CORR STRIP ST -5i1

~Jgt-- MAsnc

flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361

EOGf OF FLASHING

CUffJED RIB

bull ~ Of RI8_

t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii

__--F--=

AL-+l

~

r~

LEA01NTpoundR

ABOUT I

MASTIC _COFi

~

6 CLmVEO RIB

-t

If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS

EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound

COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG

EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7

_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy

lllSHERS 8~ ~ --MASTIC BETWEEN

MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB

MSMERS I ~ ON C BENO AROU~ RIB

~-1-

SECTION (JV SECTION

CURVED ~ f LASHING 5T-I361

80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET

SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC

~

-- CLlT AFTER I ON I

FLASHING IS IN PLACE BUILOING

a

CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367

v d1

I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS

6U aoD--~ CORR END

CHAOEL FLASt1ING 51-1139

~ NAilS I Z ON CENTERS

5T-I367 SECTION ~ y

IIIVIoIOgtI~

STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM

DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N

flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12

l000i t

- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6

AS SHOWN

t~flEP I u

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 24: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

I

Jf+-i-NeHOR eOlTS

~- P~REO ~ONCREiTE _ __ _ _ _ _

a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---

I If --1

Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g

~ L

~ -JL_ I I I 0

I I C

o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d

lL I~Cll tf--t~NFOWNG ~EEL

0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II

00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B

bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL

1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC

~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull

bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull

bull bullF ~ 1 ~~~~

bull

bull bull ~I LxI

ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j

~f

bo bull

SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE

WALL 3-1 ABOVE GRADE

GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE

I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE

2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR

SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE

~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE

4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND

5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE

-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE

7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS

DETAIL OF STANDARD HOOK U VlloIC+oIS

STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION

DITlOIIT MICHIGAN

FOUNDATION WALLS

FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS

om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3

PRI T 1J J sA

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 25: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

--

IOF ANCHOR BOLTt OF UlCHOR BOLT

CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt

ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr

--t----rt---rH Lshybull STEEL

I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL

ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END

BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II

LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II

FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~

t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE

S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I

~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12

D s DIA X 2-6 AT 16M

POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I

OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl

_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+

SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE

SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE

111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR

VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR

LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So

~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-

SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE

10 SEE GENERAL NOnS ON AST-77 SHEET I

POURED CONCRETE TO 3 ABOVE GRADE

~Iimiddot~

1

--

~ _

I bull I

shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION

GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy

~~~TIO WA LLS fOR Q5 0 040 aUID1Nai

SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE

~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a

PR ItDN tJ II

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 26: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

rE ANCH~ BOLTS 1=-1 I shy

if ~ilII VERTICAL STEEL

-OIA BAR Ut 0 C o

H9RZONTAL STEEL

~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)

GRADE I ~ -~ f

~~ 1 1 CONC RIoU _ FLOOR

I t OPTI ON AL1

f ~I I FOU A tt I

~ ~

ABOV GRAOEJ 1shy1 ll-rr ~

~ Of AHCHOft BOLTS

or -~hl-t VJRTICAL STEEL

I ~~ (1 tOIA BARS laoc bullo- ~

t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_

~I --L~ROOR LtNE

1ftADf ~ ithf~ 1 (VARIABLEn

I I

l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE

LG

~9 SECTIONS THRU

OF AHCHaI BOLTS

t9IlONTAL nm 101 Ss 11~ O C

b~~ lJtIIpound

~

of- I- ~

t I

(Rapound~~i~bull bull _ ~~

AHia

I

~ -~~

n~ ~ I YAA1011au l

WALL0 TWO FEET

ABOVE GRADE

SIDE WAL L

OF ANCHOR BOLTS

t shy I bull - 0

r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l

~ i WA LLUbull

ONE FOQTLlt

SOVE GRADE

H FOR VARIOUS HIIGHTS ABOVE GRADE

END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy

OF EP+OWALL STUD AND

----1 A~Hr BOLT

CORRUGATED END WALL SHEETS Iilll-LlOG DOOR

~

POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION

Y OTHERS

~[rli FLOOR LINE t i~OE

U

NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40

t END WALLS Wpound IT IS OCSIRABLE

o bullz I ~ ~

bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~

GENERAL NOTES

L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT

2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL

3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS

-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)

5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE

6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN

SECTION THRU END ALL

WITH 14OX 136 HIGH SLIDING DOOR

o I fEET

_t )

SCALE OF DETAILS

IIlVoION5

10-1-48

AS NOTED

STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION

Dmolt MICHIGAN

FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS

POURED CONCRETE WALLS

_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of

P R IT ~ D I~ U SA

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 27: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I

rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI

~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I

bull i

5T1middot ~~1

ST- 2T R

ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt

51-b R I

ST-IO

5 1-[)67

n-nz

$T-40e

sgt-gtlt

6T-40

ST~l II SHl]

HM II IfB1 I ST~ -=-gt1

mul IIHlt

oIt

~middot-f

STshy 732L

ST-~

IiiHtJ

IiEHl

I INal 1

lUmiddotl4J

fAll

s r middot111amp7

ST-51

8l-4OI

frJ

frJ

_ ST-ll sa ST_ 2T L

ST-211

ST-20

r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4

SHEfTI [D

END WALL ELEVATION

L J en

Kl ==I

- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)

cJ AE TO H

ELEVATION OF CORR UGATED SHEETS REM OVED

wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -

$T-1 489 (REWORKE D)

SHEET ME TA L SCREW S 80TH SI DES

t STU(l

OfTAIL W

o rEET

ST-744 shy2

FLoat LINE

~

krt 10-1- 4

Ie AS l MOWN

NOTE

RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG

IlL-I Of TEIU 1

0I9 CIPTIOIII

AS T- 0 X 11-40 SLIDING DOOR sKy

ST-amp4 10 CHANNEL t AT DOOR

2 I SH44-8 SID( CHNNEL t AT DOOR )

12 I ST-SI I CORAUGATpoundD STItIP

3 I S1-IlS I END WAll FLASHINlti

STRAN STEel DIVISION GIlA LUES SflU COIPOInoN

ornOlT MICHIGAN

DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-

FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19

P~JNTFO I N U 5- bull

bull

bull

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 28: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

bull

-

-shy - (OIl ampr1ttT

f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy

ST n O

FRA Mf pound

t RH

~OI f STOVE BtI~T amp1 NUT

I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull

STUOJI

bALlI OlaVpound 80LTS

d JrST- 3S0 J

Bd NAI~5T-311 - shy 0lt

-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE

1111 c( 9 ullt ~ -IIlLlz

~ PoIASTIC FLASH ING 5T-1365

l iltt lw

~ ~H

ST - 551 CORRUG STRIP COAT BOLT SIDES

DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy

IN PlELb FOR ~OIA SASH FORE INSTALLATION

~ ItS BOLTS t LEAO 1OIA xl BOLTS

Iz0

a~W d q i5 ~-~~ ~~

5T-136(l

Co A~T)-1

COR RUG I-FFT

Will- ~ASTIC lt ~ ~w

ltIshyJ

PLUG END OF SILLS

PIECE OF ST- 551 Eo

3 3i6 010 x ~ RH STOVE

80LT amp LEA(l WASHER

WITI- A

MAST IC

----- ST-320

SILL SECTION COAT WITH MAST I C

o bull gt INCHES

FLAT STRIP

jU KEEPER BAR

STEEL SASfi

COR RUG STRIP

s

WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)

JAM B SECTION fi~- ~~ o I 2 ___ -C- __

INCHES

r ST - gt r ~ ~

r_413 bull - ~

~ ~

~ I

I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I

I 48 E6SAs~glt I

t1~JLlON SECTION ~

~ - -~ INCHES

rt

ST- 4 13 ST- 4 1) j

Cf

- -

W I ~ ~~

J

I -ELEVATION DETAIL OF

CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365

SHEETS

ELEVATION DETAIL CORNER AT SILL

D 1 i 3 4 8--_ INCHES

STRIP

BAR

-t PLUG HOLE AT END OF SILL WITH A

PIECE Of CORR

STR IP Eo MA ST IC

L SASH

CORR SHE[ T TO UNDER S i l L

SilL

STR IP

PORT ION OF CORR GOES UNDER SILL

i T0 ~ OF ST UD

I ~ +_ + ~ bull -- -i I

- bullWJ I(

c AST bull 1

81 40 STUD CENTERS d

EXTERIOR ELEVATION OF SI NGLE WINQOW

MULLION ELEVAT IO~

BETWEEN WINDOW

lri SEOUElkE o

FEET

NO TES

bull= o FEET

Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S

REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE

L ESS THAN NUMBER Of WINDOWS 4 -00C

REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR

EACH FL ASHING ST - 1365

2 ~ J

INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of

THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS

SEE ELEVATIONS FCR POS I TION Of CLIPS

Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S

WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION

DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE

STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION

OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH

SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME

4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING

THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME

TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO

KEEPER BARS 5T-317 AT HEAD)

S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED

METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH

END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL

AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU

COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010

X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF

CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF

TIot[SE SOLTS OF [AC JAMB

1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN

STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE

BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS

WELL AS AT SILL MEMBER SEE MULLIO N DETAIL

B APPLY CORRUGATED ME TAL SHEETS OVER flAT

STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD

MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE

OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING

ltVI~ION~

Rt_ IECE MK 5154

OR ST-S~9

BI LL OF MATERIAL

DESCRIPTION

STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS

wELDED FRA)jE NO I~ GA

4 151-4131 CHANNEL CLIPS NO 14 GA

10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA

4 IST-551 I CORRUG STRIP

I ST-3201 PLAIN ST RIP I ~ J LG

16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS

14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS

0 B d COMMON NAILS

26 ~ DIA LEAD WASHER WITHl8 DIA HOlE

14 MASTIC

STRAN STEel DIVISION GREAT LAKES STEU CORPORATION

onOIt fIIIICtIIO

WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -

IN STRAIGHt WALLS

AST- 61

~

AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_

shyF RINH J IN ) S

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 29: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

DvOR TSAC SUPPORTING

MENSE R l ~ middot i01A)( I BOLT 8 NU T

~ - shy WASHER AT ALL BRACKETS

EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy

oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8

6 - 0 TRCK ST- I

- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --

5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286

~

J rcent

I

-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T

J T - 293 SPLICE aRKT

1 00011 t- LEAF

IT CENTER LOOR SlOP

oeOR 1

9 furmiddot - ~9~ rMl C

COOR LE AF

ST ~ 129

DOOR LE AF

51-1296

ST 2 88

ACC WA SH[R eETwEEN TRACK51293 BRACKET

-ASSEMBLY

itl ST- 28 SUPPORT ANC

BRACKET BRACKET TO LINE UP TACK

DETAIL ~

1 I ) i=d--- TRACK

DETAIL

j

I-~-

01 2] ~ 5 10 -----==--shy 4 I ~ES

BILL OF IIIATT RIAL

I R~2JPlECpound MteJ DESCRIPTION

15t-1296 1000R LEAl

I 151-1297 100011 LE AF WIT TRAGAL

6 IST-286 I eRACKET

amp - shy 5- - 1i36 CENTER

l-- FLOOR ST OP

_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG

__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW

I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC

bull I ~ 6 WA SI-tER

SECTION ~ 0shy shy 2middot 3 middot 4shy

SECTION ~ 9middot gt--- - 1shy shy 1

NOTE l OlA It 4 - L AG SCREWS WASHERS

LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi

ENO~ lt i 000

~_ J $shy jshy I I if 1 1 1-=2 ====It

(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~

WITH DOOR JAMI)

(j) 1-~ regiiIirttu -shy z- 2 - 41

K _ S SHOWN

I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a

I I INUTS

34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1

STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON

OITiOtT (10

DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR

__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83

PRINTtO I N USA

bull

bull

bull

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 30: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

bull

VENTILATOR ASSEMBLY COMPLETE

-

STEP NO I

- 3I LG SMT MET SCREWS

--T-164 VENT

ST-768 ~ BRACKET

ST - 764 VENT

~__J STEP NO Z

SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -

~ --=-~ ST- 767 SCREEN VENT

5T-768 BHACKET

ST-764 VE NT

STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER

ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH

ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG

( 1

SCRfw S

36 X 26GA

S1 15 31

I t OF AND

BLDG

I ~ _ 0_--

8RACKET AS SHOWN

CONE 5T-766

COLLAR 51-165

5lt --_iEIit ~

VEfTiLATOR

INfEItNAL pe L OCK WAS HIR

51-764 - SHT 111 0 SCRJW

VENT ST-167

ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET

-SCREEN VENT ST 7

~tJfUIQIltU 9T- TII 8

1 LA r~~ ROX l

ST-1531

51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN

- 5T-766 CONE

~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf

SHEET

STRAN STEel DIVISION

_ _ OnlD4l MICHIGAN

~IA HOLES ~

J AT LA STIll COlOUTON

VE--- 20OIDNOi TOR

~I __L 5 l __- I - 3 ~ i --- ---- 00

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A

Page 31: RELEASED MARCH I, 1949 TYPE-A ARCHITECTURAL PLANS ... · released march i, 1949 type-a architectural plans, sections, & elevations " i . built with stran·stfel framing . a sound

J Vf TILATOR

$T 144 fLASHING

- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR

VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS

5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK

__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS

CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM

I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI

1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I

GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531

I -~

bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+

STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII

nr-RINTI O I U a A