modular storage magazine, box-type std 421-80-08 with 14'-8' … · s review of...

US Army Corps

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Huntsville Center

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BOX-TYPE STD 421-80-08 WITH 14'-8" DOORMODULAR STORAGE MAGAZINE,

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GENERAL ABBREVIATIONS DRAWING SYMBOLS

A-104

1

A-104

REFERENCE NO.

ELEVATION REFERENCE

ELEVATION IS TAKENSHEET WHERE

ELEVATION IS DRAWNSHEET WHERE

1

A-501A-101

REFERENCE NO.

DETAIL REFERENCE

DETAIL IS DRAWNSHEET WHERE

DETAIL IS TAKENSHEET WHERE

A-104

1

A-104

REFERENCE NO.

CUTTING PLANE

SECTION CUT

SECTION IS TAKENSHEET WHERE

SECTION IS DRAWNSHEET WHERE

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DRAWING INDEXSHEET NO. DRAWING CODE SHEET TITLE

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

REF. NO. SHEET DISCIPLINE

STRUCTURAL

ELECTRICAL

GENERALG-001 COVER SHEET

G-002 INDEX, SYMBOLS, & ABBREVIATIONS

S-001

S-101

S-102

FOUNDATION PLAN

ROOF FRAMING PLAN

GENERAL NOTES

1

2

5

6

7

8

9

11

10

12

13

3

S-201

S-202

S-301

S-302

S-303 SECTIONS

BUILDING SECTION

BUILDING SECTION

ELEVATIONS

ELEVATIONS

S-501

S-701

S-704

TYPICAL DETAILS

DOOR FRAME ELEVATION & DETAILS

DOOR SECTIONS

DOOR DETAILS

E-101

E-102

23

24

LIGHTNING PROTECTION SYSTEM

LIGHTNING PROTECTION SYSTEM

XXXXXX22

S-702 XXXXXX DOOR ELEVATIONS

XXXXXX DOOR FRAME ELEVATION & DETAILSS-701 (A) 14

XXXXXX DOOR ELEVATIONSS-702 (A)

15

16

17

18

19

DOOR SECTIONSXXXXXXS-703

S-703 (A)

S-705 21 XXXXXX

S-705 (A)

20 XXXXXX DOOR DETAILSS-704 (A)

INTERNAL LOCKING DEVICES

HIGH SECURITY HASP

E-103 25 XXXXXX LIGHTNING PROTECTION SYSTEM

WORKING POINTWITHWELDED WIRE REINFORCEMENTWELDED WIRE FABRICVERIFY IN FIELDUNLESS OTHERWISE NOTEDTYPICALSTIFFENERSLAB-ON-GRADESIMILARSHEETSQUARE FEETREQUIREDREINFORCEMENTRADIUSOPPOSITE HANDOUTSIDE DIAMETERON CENTERNOT TO SCALEMANUFACTURERMINIMUMLONG-LEG VERTICALLONG-LEG HORIZONTALINSIDE DIAMETERINTERIORHEIGHTHEADEDGALVANIZEDFIELD VERIFYFOOTINGEXTERIOREXISTINGEACH WAYEQUALEXPANSION JOINTEACH FACEELEVATIONEACHDIMENSIONDIAGONALDIAMETERCONTINUE, CONTINUOUSCONCRETECOORDINATECOLUMNCENTER POINTCONCRETE MASONRY UNITCENTER LINECONTROL JOINTCAST-IN-PLACEBEARINGBOTTOMBUILDINGAPPROXIMATELYALUMINUMABOVE FINISHED FLOOR

WPW/WWRWWFVIFUONTYPSTIFFSOGSIMSHTSFREQ'DREINFROHODO.C.NTSMANFMINLLVLLHIDINTHTHDGALVFVFTGEXT(E) OR EXISTE.W.EQEJEFELEVEADIMDIAGDIACONTCONCCOORDCOLCPCMUCLCJCIPBRGBOTTBLDGAPPROXALUMAFF

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E-104 26 XXXXXX LIGHTNING PROTECTION SYSTEM

S-002 4 XXXXXX SPECIAL INSPECTIONS

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ITEMEXTENT OF

INSPECTION 1REFERENCE COMMENTS/SCOPE

REINFORCING STEEL PLACEMENT P ACI 318: 3.5, 7.1-7.7INSPECT SIZE, SPACING, COVER, POSITIONING AND GRADE OF REINFORCING STEEL. VERIFY THAT REINFORCING BARS ARE FREE OF FORM OIL OR OTHER DELETERIOUS MATERIALS. INSPECT BAR LAPS AND MECHANICAL SPLICES. VERIFY THAT BARS ARE ADEQUATELLY TIED AND SUPPORTED ON CHAIRS OR BOLSTERS

WELDING OF RIENFORCEMENT C, P AWS D1.4, ACI 318:3.5.2

VISUALLY INSPECT ALL REINFORCING STEEL WELDS. VERIFY WELDABILITY OF REINFORCING STEEL. INSPECT PREHEATING OF STEEL WHEN REQUIRED.

CONCRETE PLACEMENT C ACI 318: 5.9, 5.10 INSPECT PLACEMENT OF CONCRETE. VERIFY THAT CONCRETE CONVEYANCE AND DEPOSITING AVOIDS SEGREGATION OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED

SAMPLING AND TESTING OF CONCRETE CASTM C 172 ASTM C 31

ACI 318: 5.6, 5.8TEST CONCRETE COMPRESSIVE STRENGTH, SLUMP, AIR-CONTENT AND TEMPERATURE

CURING AND PROTECTION P ACI 318: 5.11-5.13 INSPECT CURING, COLD WEATHER PROTECTION AND HOT WEATHER PROTECTION PROCEDURESFORMWORK P ACI 318: 6.1.1 INSPECT FORWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED

PLANT CERTIFICATION/QUALITY CONTROL PROCEDURES

S REVIEW OF PLANT OPERATIONS AND QUALITY CONTROL PROCEDURES

MIX DESIGN S INSPECT CONCRETE BATCHING OPERATIONS AND VERIFY COMPLIANCE WITH APPROVED MIX DESIGNMATERICAL CERTIFICATION S REVIEW FOR CONFORMANCE TO ACI 318REINFORCEMENT INSTALLATION P INSPECT SIZE, SPACING, POSITION AND GRADE OF REINFORCING STEEL

CONNECTIONS/EMBEDDED ITEMS P INSPECT INTERFACE CONNECTIONS INCLUDING END AND EDGE DOWELING. INSPECT EMBEDMENTS FOR PROPER LOCATION AND WELDING OF CONNECTIONS

CONCRETE PLACEMENT C ACI 318: 5.9, 5.10 INSPECT PLACEMENT OF CONCRETE. VERIFY THAT CONCRETE CONVEYANCE AND DEPOSITING AVOIDS SEGREGATION OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED

SAMPLING AND TESTING CCURING AND PROTECTION P

ERECTED PRECAST ELEMENTS C ACI 318: Ch. 16 INSPECT ERECTION OF PRECAST CONCRETE INCLUDING MEMBER CONFIGURATION, CONNECTIONS, WELDING AND GROUTING

FABRICATOR CERTIFICATION/QUALITY CONTROL PROCEDURES

S REVIEW OF FABRICATOR'S QUALITY CONTROL PROCEDURES OR AISC CERTIFICATION

FABRICATOR INSPECTION P INSPECT IN-PLANT FABRICATION, OR REVIEW FABRICATOR'S APPROVED INDEPENDENT INSPECTION AGENCY'S REPORTS

REBAR FARADAY-SHIELD P DWGS E-101; E-102 INSPECT REINFORCING STEEL TO ENSURE ELECTRICAL CONTINUITY BETWEEN THE CAP, WALLS, SLAB AND FOUNDATION THROUGH BONDING WELDS. DOCUMENT BONDS WITH PHOTOS AND CONTINUITY TEST.

ECM GROUNDNG P DWGS E-101; E-102 VISUALLY INSPECT TO ENSURE ECM FOUNDATION IS BONDED TO THE GROUNDING SYSTEM. DOCUMENT WITH PHOTOS.

GROUNDING SYSTEM PDWGS E-101; E-102,

NFPA 780, DA PAM 385-64, 17-27.

VISUALLY INSPECT GROUNDING SYSEM CONDUCTORS TO ENSURE NO DAMAGE, BREAKAGE, OR CORROSION HAS OCCURRED TO THE CONDUCTORS DURING INSTALL AND BEFORE EARTH BURIAL.

INDIVIDUAL BONDS PDWGS E-101, E-102,

NFPA 780, 8.9 DA PAM 385-64, 17.27.

INSPECT ALL BONDS FOR LOOSE CONNECTIONS THAT MIGHT RESULT IN HIGH-RESISTANCE CONNECTIONS.

LPS COMPONENTS PNFPA 780, 8.9

DA PAM 385-64, 17-27.INSPECT LPS COMPONENTS FOR SECURE MOUNTING AND PROTECTION AGAINST ACCIDENTAL MECHANICAL DISPLACEMENT.

LPS TESTING SNFPA 780, 8.9

DA PAM 385-64, 17-28. PERFORM BONDING TEST ACROSS EACH BOND, AND AN EARTH ELECTRODE TEST OF THE LPS.

EARTH COVER P DWGS S-301-302 INSPECT DEPTH GAUGES ON ROOF PRIOR TO EARTH COVER PLACEMENT FOR SIZE AND STABILITY. INSPECT EARTH COVER DEPTH AND SLOPE TO ENSURE A 2' MIN. IS PROVIDED ABOVE STRUCTURE

DOOR LAPS C DWG S-701 INSPECT DOOR LAPS AT TOP AND BOTTOM OF DOOR FRAME

1

2 STRUCTURAL TEST AND SPECIAL INSPECTIONS ARE BASED ON CHAPTER 17 OF THE IBC 2009 EDITION3 CONTRACTOR SHALL HIRE A QUALIFIED INSPECTION AND TESTING AGENCY TO PERFORM SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH THE IBC. SUBMIT INSPECTION REPORTS TO THE

CONTRACTING OFFICER FOR EACH DAY SPECIAL INSPECTIONS AND TESTING IS PERFORMED.

INSPECTION INTERVALS ARE AS FOLLOWS:C - Continuous: The full-time observation of work requiring special inspection by an approved special inspector who is present in the area where the work is being performedP - Periodic: The part-time or intermittent observation of work requiring special inspection by an approved special inspector who is present in the area where the work has been or is being performed and at the completion of the work.

SPECIAL INSPECTION SCHEDULE/VERIFICATION

SPECIAL INSPECTION NOTES:

SPECIAL ITEMS RELATED TO THE OTHER EXPLOSIVES SAFETY RELATED ITEMS

DOOR CONSTRUCTION

PRECAST CONCRETE

CONCRETE CONSTRUCTION

S - Submittal

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N

FOUNDATION PLAN

S101

S302S101

S101

S301S101

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FROM CENTER1" SLOPE

FROM CENTER1" SLOPE

FROM CENTER1" SLOPE

FROM CENTER1" SLOPE

BS201S101

S201S101

S202S101

A

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A

SEE TYP. DETAILSCONTROL JOINT (C.J.)

C.J.

SEE ELEVATIONSWALL JOINT, TYP.

S303

S303

S101S303

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3RID

GE

MORE DETAILS.IS SITE ADAPTED. SEE SECTIONS FORTO BE ESTABLISHED WHEN STRUCTUREELEVATIONS, SLOPES, AND OUTLETS 6" DIA. CONT. FOOTING DRAIN.

TYP.

TYP.

C.J.

C.J.

IF REQ'DDRAIN TO REAR

4'-0"VALLEY VALLE

Y

25'-0" 1'-0"

27'-0"

S101S303

11'-5"11'-0"15'-4"

(RW-1) (RW-2) (RW-3)(RW-1)(RW-2)(RW-3)

15'-4"11'-0"11'-5"

37'-9"37'-9"

5'-2"

1'-2"

1'-10"

1'-10"

TYP.EDGE OF FOOTING,

SL

OP

E 1"

SL

OP

E 1"

AA

AND CHAIN (OPTIONAL)DOOR BUMPER (INDUSTRIAL GRADE)8" DIA. PIPE BOLLARD WITH

27'-0"

S101S303

B

1'-0"

BE PRECAST AT THE JOB-SITE.8. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR MAY

DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.7. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE

INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF..6. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTING

WITH EARTH FILL AFTER SHELTER IS ERECTED.5. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT

4. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.

SHALL BE COMPLETED AS SOON AS POSSIBLE. 3. PLACE CONTROL JOINTS IN SLAB-ON-GRADE AT 18'-0" O.C. (MAX.). CONTROL JOINTS

REINFORCED WITH FIBERMESH AND 6x6 W2.9xW2.9 WWF SUPPORTED 2" FROM TOP OF SLAB UNO.2. SLAB-ON-GRADE: 6" CONCRETE ON 4" CAPILLARY WATER BARRIER AND VAPOR BARRIER,

1. TOP OF SLAB (FINISH FLOOR ELEVATION) = 0'-0" U.O.N.

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AS301S102

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ROOF FRAMING PLAN

PANEL SPANPRECAST ROOF





S202S102

S201S102

BS201S102

A

A

SEE TYP. DETAILSVENTILATOR,

27'-0"

SEE TYP. DETAILSPRECAST ROOF PANEL,

BY PRECAST MANF.TYP. AT ROOF PANELSCOIL, INSERT

1" OVERHANG 1" OVERHANG

WALL (SLOPED)CONC. RETAINING

4S303S102

34'-0"

3'-6"27'-0"3'-6"

4'-0"3'-4" 3'-4"

(TYP.)

3'-0"2'-9"

(TYP.)

S102S303

2TYP.

BARRIERCONC. EARTHCAST-IN-PLACE

THE ROOF AND 3 DOWN THE MIDDLE OFEACH LONGITUDINAL EDGE9 LOCATIONS. PLACE 3 ON DEPTH GAUGE, TYP AT

1'-0"

27'-2" (PRECAST ROOF PANEL)

DIRECTION. IN THE OTHER DIRECTION, WELD #4 BAR FROM BOTTOM PLATE TO #4 REINF. AT 5 LINEAR FEET INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONE6. PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANELS BY WELDING

MAY BE PRECAST AT THE JOB-SITE.5. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR

DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.4. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE

INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF..3. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTING

WITH EARTH FILL AFTER SHELTER IS ERECTED.2. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT

1. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.

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12'-8"

"=1'-0"41SCALE:

AS201S101

"=1'-0"41SCALE:

BS201S101

WALL ELEVATION

WALL ELEVATION

BACK WALL PANEL

ELEVATION BEYOND.EXTENTS OF FRONT WALL

SEE TYP. DETAILSVENT ASSEMBLY,


CONCRETE WALLCAST-IN-PLACE

26'-1"

(NOTCH FOR DOOR FRAME)

S102

S102

AS201S302

AS303S201

AS303S201 S302S201

A

BY PRECAST MANF.LIFTING INSERT (TYP.),

PANEL BEYONDPRECAST ROOF

ELEV. A/S702LEFT DOOR, SEE

ELEV. B/S702RIGHT DOOR, SEE

BETWEEN DOORS

FOR DOOR FRAME ELEV.SEE ELEVATION A/S701

WHEN DOOR IS OPEN, TYP.TO DOOR FOR DOOR CATCHD-RING ANCHOR, WELDED

12'-6"

14'-8"

27'-0"

WEEPS2" DIA. PVC

WEEPS2" DIA. PVC

1'-2"

34'-3" 34'-0" 34'-3"

3'-6" 3'-6"

5'-0"

8'-0" 8'-0" 8'-0" 8'-0"

2

1

2

1

8'-0"8'-0"8'-0"8'-0"4" 4"

38'-7" 38'-7"

2'-0"

17'-1 1/2 "

1'-10 1/2 "

AND CHAIN (OPTIONAL)(INDUSTRIAL GRADE)WITH DOOR BUMPER 8" DIA. PIPE BOLLARD

BS303S201

8/S704 (HASP OPTION)LATCH HANDLE, SEE DETAIL

OR 1/S704 (A)SEE DETAIL 12/S704DOOR HANDLE,

1" MARGIN

FINISHED GRADE

MIN.

3"

TB

D

14'-9 1/2 "

(WA

LL H

EIG

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OPTION IS NOT CHOSEN)IS OPEN, TYP. (IF BOLLARDDOOR CATCH WHEN DOORTO CIP CONC. WALL FORD-RING ANCHOR, BOLTED

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AS202S101

WALL ELEVATION

(TYP. SIDE WALL PANEL LENGTH)

SIDE WALL PANEL

PA

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SEE TYP. DETAILSPRECAST ROOF PANELS,


S102

AS301S202

MANF.(TYP.), BY PRECASTLIFTING INSERT,

PANELPANEL-TO

SEE DETAIL 4/S303

3/8"3/8"

1

4'-8"S702

ELEVATIONS ONDOOR, SEE

20'-0" LENGTH AS REQ'D

2'-0"1'-6"

14'-9 1/2 "

(WA

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SECTIONSCALE: 3/4"=1'-0"

AS301S101

TYP. AT ROOF AND WALLSWATERPROOFING MEMBRANE (60 MIL),

S202S102

6" SAND MATERIAL (SW)

11

PERFORATIONS DOWN)DRAIN PIPE, TYP. (TURN 6" DIA. PERFORATED FOOTING

SEE PLANSLAB-ON-GRADE

1'-0"

6'-6" 6'-6"

1'-9 1/2 "1'-11"2'-9 1/2 "

1'-0"

121

12" O.C. TOP AND BOTT.#5 TRANSVERSE BARS AT

AT 12" O .C.#6 HORZ. CONT.

1'-6"

VA

RIE

S

STAGGERED.STUDS AT 12" O.C.,1/2" DIA. x 8" HEADED

3/8

(START 4 3/4" FROM END)STUDS AT 12" O.C.,1/2" DIA. x 8" HEADED

(2) #4 CONT.

2'-0"

PRECAST WALL PANELS1'-0"

(TYP.)

1"1"

1'-4"

2"

STIRRUP SPACING#4 BARS TO MATCH

1/4TYP.

#6 BARS CONT., TYP.

GRAVEL MATERIAL (GW)

(TYP.)

1"


(TYP.)

2"(TYP.)

1"

MIN.

AND REINF.WELDED TO WWF #4 BAR AT 5'-0" O.C.

8"

8"

3"

1'-8" O.C.1 1/2" DIA. WEEPS AT

FOOTING DRAIN PIPE. (NOT SHOWN)WALL AND TERMINATE WITHIN 6" OFDRAINS THRU FOUNDATION STEM(2" DIA.) AT 20'-0" O.C. MAX. RUNBOTTOM OUTLETS/DRAINSTRENCH CONT.. PROVIDE 3 1/2" (MIN.) WIDE PRE-SLOPED

MIN.

2'-0"

MIN.

LARGER THAN 6" (15.2) IN ANY DIMENSIONSTONES HEAVIER THAN 10 POUNDS OREARTH FILL SHALL CONTAIN NO NOTE:

WET CLAY SHALL NOT BE USED.SOILS ONLY. SOLID OR REASONABLY COHESIVE

14'-8"

SEE PLAN

(SEE NOTE 6 ON S102)ELECTRICAL CONTINUITY.TO PL. AND REINF. FOR#4 BAR AT 5'-0" O.C. WELDED

2 MIN.2 MIN.

FILTER FABRIC

FOR LOCATIONS TO ROOF PLANDETAIL F/S501. REFERDEPTH GAUGE, SEE

TYP.3/8

WITH FILTER FABRIC, TYP.WRAP END OF WEEPS

HEADED STUDSWELDED TO REINF. AND #4 BAR AT 5'-0" O.C. BRAZED OR

OF EACH PANELLONG PL. EACH END1/2"x10"x9'-11 3/8"

C12x20.7 CONT.

PATTERN OF #5 AND #8 REBAR.FORM A 6"x6" SQUARE MESHSTAGGER REBAR LAYERS TONOTE:

#8 VERT. AT 12" O.C., TYP.

4'-1"

(EM

BE

DM

EN

T)

HIGH STRENGTH, NON-SHRINKGROUT SHALL BE 5000 PSI STEEL CONDUIT (24 GAUGE MIN.).3" DIAMETER GALV. CORRUGATED

TOP AND BOTT.#5 CONT. AT 12" O.C.1'-9 1/2 " 1'-11" 2'-9 1/2 " 10"10"

#5 DOWELS AT 12" O.C.

W/ JOINT FILLER1/2" EXP. JOINT

MIN. DEPTHJOINT SEALER,1/2"

4"

OR WELDED TO REINF.#4 BAR AT 5'-0" O.C. BRAZED

4"

SLOPE SLOPE


10"

1'-2"

STIRRUPSREINFORCEMENT WITHINTYP. ENCLOSE HORIZ.#4 STIRRUPS AT 4" O.C.,

TOP OF WALLSTOP & BOTT. TYP. AT(2) #5 HORZ. CONT.

TYP.SEISMIC HOOK EA END,#5 HORZ. AT 12" O.C. W/

ALTERNATE HOOK DIRECTION.#7 DOWELS AT 12" O.C.


NON-SHRINK GROUT5000 PSI HIGH STRENGTH,

1'-6"

2'-0"

FOR ELECTRICAL CONTINUITY.TO CHANNELS AND VERT. REINF.#4 BAR AT 5'-0" O.C. WELDED

SLOPE FILLSLOPE FILL

3"

1 1/2"

TYP.1 1/2"

BUIL

DIN

G S

EC

TIO

N

10

S-302

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number:

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Date

Appr.

Description

Revisio

ns

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US Army Corps

of Engineers

Huntsville Center

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Date:

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26

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Scale:

Date:

Project Engineer/

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hitect: Jeff C

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013

4"

SECTIONSCALE: 3/4"=1'-0"

AS302S101

S102S201

2'-0"

2'-1"

5 1/2 "

11 1/2 "

8 1/2 "

(TYP.)

1"

WET CLAY SHALL NOT BE USED.SOILS ONLY. SOLID OR REASONABLY COHESIVE

LARGER THAN 6" (15.2) IN ANY DIMENSIONSTONES HEAVIER THAN 10 POUNDS OREARTH FILL SHALL CONTAIN NO NOTE:

2'-1"

4 "

1"

1'-2"1'-0"

5'-0"

1 1/2 "

FOR LOCATIONS TO ROOF PLANDETAIL F/S501. REFERDEPTH GAUGE, SEE

STIRRUPSREINFORCEMENT WITHINTYP. ENCLOSE HORIZ.#4 STIRRUPS AT 4" O.C.,

TOP OF WALLSTOP & BOTT. TYP. AT(2) #5 HORZ. CONT.

10"

1'-2"

FOR 13'-0" MIN..AWAY FROM DOOR MAINTAIN SLOPE CONCRETE APRON,

SLOPE DN.

TYP.1 1/2"

1 1/2"

TO 2 1/2"

VA

RIE

S F

RO

M

FR

OM 3"

TO 4"

VA

RIE

S

6" SAND MATERIAL (SW)

1

PERFORATIONS DOWN)DRAIN PIPE, TYP. (TURN 6" DIA. PERFORATED FOOTING

SEE PLANSLAB-ON-GRADE

6'-6"

1'-9 1/2 "1'-11"2'-9 1/2 "

1'-0"

12" O.C. TOP AND BOTT.#5 TRANSVERSE BARS AT

PRECAST WALL PANELS

(TYP.)

3

1

GRAVEL MATERIAL (GW)

HEADED STUDS AT 12" O..C.L6 x 3 1/2 x 3/8 (LLV) W/ 1/2" DIA. x 4"

AS SHOWN6 #5 BARS CONT

AT 1'-0" O.C.#5 DOWELS x 8'-0" LONG

1/4

1/4

SEE TYP. DETAILSPRECAST ROOF PANEL,


1'-6"

TYP. AT ROOF AND WALLSWATERPROOFING MEMBRANE,

SEE DETAIL 4/S303

SEE DETAILS ON S701EXTENTS OF DOOR FRAME,

ON S702ELEVATIONS DOOR, SEE

SLOPE DN.

1'-8" O.C.1 1/2" DIA. WEEPS AT

2'-0"

MIN.

NON -SHRINK GROUTPROVIDE HIGH -STRENGTH

STAGGEREDSTUDS AT 12" O.C., 1/2" DIA. x 8" HEADED

60 MIL WATERPROOFING MEMBRANE

BARRIERCONC. EARTH CAST-IN-PLACE

12" O.C.#5 STIRRUPS AT

AS SHOWN(16) #5 HORZ. CONT.

DRIP EDGE

6"

STAGGERED SPACINGSTUDS AT 12" O.C.,5/8" DIA. x 8" HEADED

CONT. SEALANT

LAP 4" MIN.24 GA. GALV. COUNTERFLASHING

ELASTOMERIC MEMBRANE

DOOR FRAMECAULK VOIDS AROUND

1/4 6" TYP. EA. EMBED

ON S701SEE ELEVATIONSDOOR FRAME,

3/8

START 5" FROM ENDSTUDS AT 12" O.C., 1/2" DIA. x 8" HEADED

1/2" x 9" PL. CONT.

2 MIN.

3'-0" O.C.#4 BARS AT

FILTER FABRIC

WITH FILTER FABRIC, TYP.WRAP END OF WEEPS

HSS 8x8x1/4

1'-0"C12x20.7 CONT.

PATTERN OF #5 AND #8 REBAR.FORM A 6"x6" SQUARE MESHSTAGGER REBAR LAYERS TONOTE:

#8 VERT. AT 12" O.C., TYP.

#5 DOWELS AT 12" O.C.

TOP AND BOTT.#5 CONT. AT 12" O.C.

L6x6x1/2" x 26'-8" LONG (LLV)


AND WALLS(60 MIL), TYP. AT ROOFWATERPROOFING MEMBRANE

4'-1"

(EM

BE

DM

EN

T)

AT 12" O .C.#6 HORZ. CONT.

OR WELDED TO REINF.#4 BAR AT 5'-0" O.C. BRAZED

SEISMIC HOOK EACH END, TYP.#5 HORZ. AT 12" O.C. W/

RECESSES BOLT HEADS.ENSURE CANT STRIP ADEQUATELY3x3 (MIN.) CANT STRIP CONT.,


NON-SHRINK GROUT5000 PSI HIGH STRENGTH

VA

RIE

S F

RO

M W/ F

LO

OR S

LO

PE

(14'-8"

AT SID

ES A

ND 1

4'-7"

AT C

EN

TE

R)

FOR ELECTRICAL CONTINUITY.TO CHANNELS AND VERT. REINF. #4 BAR AT 5'-0" O.C. WELDED

(SEE NOTE 6 ON S102)FOR ELECTRICAL CONTINUITY.TO ANGLE AND HORIZ. REINF. #4 BAR AT 5'-0" O.C. WELDED

PL. (LLV) CONT.14" x 1'-5" x 3/8 BENT

ELECTRICAL CONTINUITY.AND STIRRUPS FORWELDED TO BENT PL.#4 BAR AT 5'-0" O.C.

MUNITIONS OVER DOOR SILL.FORKLIFTS TO SAFELY TRANSPORTSLOPED AS REQUIRED TO ALLOWPRESSURE TREATED 2x MEMBERSPROVIDE RAMPS, FOR EXAMPLE,NOTE:

11

SE

CTIO

NS

S-303

JM

U

JM

U

RS

W

AS S

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WN

A

B

C

D

5 4 3 2 1

D

A

B

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5 4 3 2 1

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Desig

ned b

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Checked b

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number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

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Date:

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Date:

Project Engineer/

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013

SPACINGSEE PLAN FOR L4x3x3/8 x 0'-8" LG.

NON -SHRINK GROUTPROVIDE HIGH -STRENGTH

ON S702ELEVATIONS DOOR, SEE

DETAILS ON S701DOOR FRAME, SEE

FOR REINFORCINGSEE SECTION A/S303RETAINING WALL,

STEM WALL, SEE SECTION A/S301CONC. FOUNDATION

FOR 13'-0" MIN..AWAY FROM DOOR MAINTAIN SLOPE CONCRETE APRON,

SECTION A/S302SLAB AT DOOR, SEE EXTENTS OF TURNDOWN

SECTIONSCALE: 3/4"=1'-0"S101 S303

SCALE: 3/4"=1'-0"S101 S303

1 DETAILSCALE: 3/4"=1'-0"S101 S303

3 DETAILSCALE: 3/4"=1'-0"S303

4 DETAIL

S201

SCALE: 3/4"=1'-0"S303

DETAIL2

A

S102

S302S202S102

SECTIONSCALE: 3/4"=1'-0"S101 S303

S201

B

FOR REINFORCINGSEE SECTION A/S303RETAINING WALL FOOTING,

FOR REINFORCINGFOOTING, SEE SECTION A/S301FOUNDATION STEM WALL

WALL FOOTING.REQ'D AT RETAININGTHICKEN FOOTING AS

FOOTING IF PLACED AT THE SAME ELEVATION.MONOLITHICALLY WITH SIDE WALLPROJECT SITE. FOOTING MAY BE PLACEDFOOTING WILL VARY DEPENDING ON FOOTING DEPTH OF RETAINING WALLNOTE:

SLAB AT DOOR OPENINGEXTENTS OF TURNDOWN

5/8" GAP

RETAINING WALL SCHED.

1'-2"

FINISHED GRADE

CLASS "C" FINISH

CLASS "D" FINISH

3/4" CHAMFER

#5 BARS x 36" LONG AT 12" O.C.

#5 VERT. AT 12" O.C.

#5 HORZ. AT 12" O.C.

SEE SECTIONSFOUNDATION STEM WALL,

SEE SECTONS FOR REINF.PRECAST WALL PANELS,

3/8

SEE SECTIONSFOUNDATION STEM WALL,

SEE SECTONS FOR REINF.PRECAST WALL PANELS,

WALLS & ROOF.MEMBRANE, TYP ATWATERPROOFING

8"

DOOR OPENINGSLAB EDGE AT


DETAILS ON S701DOOR FRAME, SEE

(60 MIL), TYP AT WALLS & ROOF.WATERPROOFING MEMBRANE

STAGGERED.STUDS AT 12" O.C., 1/2" DIA. x 8" HEADED

AT WALLS & ROOF.MEMBRANE (60 MIL), TYPWATERPROOFING

AT EACH EMBED4"x0'-6"x3/8" PL.

1/4

AT EACH EMBED4"x0'-6"x3/8" PL.

1/4

PANELSPRECAST ROOF

SEE ELEV. A/S2012" DIA. PVC WEEPS

TOP AND BOTTOM#4 BARS AT 12" O.C.

STD. HOOK, SEE SCHED.TOP REINF. "C" W/ 90 DEG

SEE SCHED.BOTT. REINF. "D" ,

SEE SCHED.VERTICAL REINF. "B",

VERT. REINF.DOWELS TO MATCH

DOWELS "A", SEE SCHED. 2H/3

2'-9"

2'-0"

1'-0" MIN. AT BASEWASHED DRAINAGE FILL,

DRAINAGE ROCK, TYP.FILTER FABRIC AROUND

BEFORE BACKFILLING BEHIND WALL. BACKFILLED AND COMPACTED 1. FRONT SIDE OF WALL MUST BE

NOTES:

AT 12" O.C., STAGGERED.1/2" DIA. x 8" HEADED STUDS

STUD AT 12" O.C.5/8" DIA. x 8" HEADED

SEE SECTION A/S303.CONCRETE WALL, CAST-IN-PLACE

AND SECTIONSFOOTING, SEE PLANRETAINING WALL

TO PLATECHANNEL

#5 VERT.

CONTINUITY.(EA. FACE) FOR ELECTRICAL TO CHANNELS AND REINF. #4 BAR AT 5'-0" O.C. WELDED

FOR ELECTRICAL CONTINUITY.TO CHANNELS AND REINF. (EA. FACE)#4 BAR AT 5'-0" O.C. WELDED

SPACINGSEE PLAN FOR L4x3x3/8 x 0'-8" LG.

OF ROOF PANEL.PLACE 1 1/2" FROM TOP#4 A706 REBAR TYP.,

24"24"

5"

ANGLE#4 BAR TO

STUD AT 12" O.C.1/2" DIA. x 4" HEADED

3"

MIN.

C12x20.7 CONT.

C12x20.7 CONT.

STUDS AT 12" O.C.W/ 5/8" DIA. x 5 1/2" HEADED1/2" x 1'-2" x 15'-0" LG. PL.

AT 12" O.C.CONDUIT (24 GAUGE MIN.)CORRUGATED STEEL3" DIAMETER GALV.

AT 12" O.C.CONDUIT (24 GAUGE MIN.)CORRUGATED STEEL3" DIAMETER GALV.

6"

1/41/4

STEM REINF. WALL REINF.

RW-1

RW-2

RW-3

TYPEWALL

"A"DOWELS

"D"BOTTOM

"C"TOP

"B"VERTICAL

#7 AT 11"

#5 AT 12"

"21

#7 AT 5

#7 AT 11"

#5 AT 12"

#7 AT 11"

#5 AT 12"

"21

#7 AT 5

#5 AT 11"

#5 AT 12"

#7 AT 11" #5 AT 11"

6"

1'-2"

1'-10"

VARIES 4'-10" TO 10'-0" (SEE PLAN)

SE

E P

LA

N

HEIG

HT (

H)

VA

RIE

S, S

EE E

LE

V.

A/S

201

TY

PIC

AL D

ET

AIL

S

12

S-501

JM

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AS S

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A

B

C

D

5 4 3 2 1

D

A

B

C

D


5 4 3 2 1

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Checked b

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number:

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Date

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Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

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Date:

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Scale:

Date:

Project Engineer/

Arc

hitect: Jeff C

oulsto

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8

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3"

SCALE: 3/4"=1'-0"

AS501

SCALE: 3/4"=1'-0" S501

TYPICAL VENT DETAIL D

VERTICAL AND HORZ. REINFORCEMENT TO VENT PIPEPROVIDE ELECTRICAL CONTINUITY BY WELDINGNOTE:

PLATE DETAILVENTILATOR FLAME

SCALE: 3/4"=1'-0"

SECTION Y-Y

SCALE: 3/4"=1'-0"

STIRRUP TYPE "2"SCALE: 3/4"=1'-0"

STIRRUP TYPE "1"SCALE: 3/4"=1'-0"

STIRRUP TYPE "3"

WITH JOINT FILLER1/4 SLAB THICKNESS. FILLSAWCUT JOINT 1/4" WIDE x

TO PREVENT BOND WITH CONCRETE.ASPHALT PAINT AND OILED ALL AROUNDPAINT ONE SIDE OF DOWEL WITH JOINT PLACED AT MID-DEPTH OF SLAB.AT 12" O.C. CENTERED ON CONTROL3/4" DIA. x 1'-6" SMOOTH DOWELS

TO WWF.BRAZED OR WELDED#4 BAR AT 5'-0" O.C.

10'-2 3/8 "

9 1/4 "

6 3/4 "

3"

9 1/4 "

6 3/4 "

3"

8"

10 3/8 "9"

PANELS SEE SECTIONSPRECAST WALL

SEALANT

METAL FLASHING

TYP. AT WALLS & ROOFMEMBRANE (60 MIL)WATERPROOFING

SCREWSSELF-TAPPING (4) 1/4" DIA.

WITH HOT ASPHALTIN FELTS MOP IN 2 LAYERS OF STRIP

EARTH FILL LINE

AT 1 9/16" O.C.1 7/16" DIA. HOLES

GR

AD

EA

BO

VE

1'-0"

MIN.

1'-6"

1'-6"

AT EQ SPACINGHEADED STUDS (4) 1/2" DIA. x 6"

TYP.1/4

FABRICATED PLATE FLANGESMAY BE SUBSTITUTED FORCLASS 150 FORGED FLANGESNOTE:

AT OPEN END OF PIPEWATER BARRIER MATERIAL1/2 CUBIC YARD CAPILLARY

GALVANIZED STEEL PIPE12" SCH. 20 (MIN.)

SCREENCAP W/ INSECTGALVANIZED DUCT

1'-4"

1'-2 1/2 " 8 3/4 "

(10 SPACES AT 10" O.C.) (10 SPACES AT 10" O.C.)(3 SPACES AT 1'-1 1/2" O.C.)(3 SPACES AT 1'-1 1/2" O.C.)

27'-2"

(NO SPLICE ALLOWED)#10 BARS CONT., TYP.

(NO SPLICE ALLOWED)# 6 BAR CONT., TYP.

SEE CROSS SECTION#4 STIRRUPS,

8 3/4 " 8'-4" 3'-4 1/2 " 8'-4"3'-4 1/2 "

DETAIL A ON THIS SHEET.RUBBER GASKETS, SEEFLANGE PAIR W/ (2)1/4" x 19" DIA. STEEL

STEEL PLATE (TYP.)1/4" THICK x 19" DIA.

DIA. BOLT CIRCLE (TYP.)7/8" DIA. S.S. BOLTS ON 17" (12) 1" DIA. HOLES FOR

FLAME PLATE PIPE FLANGE

4" 4" 2 1/2"2 1/2"

10" 8"

2"

5 1/8 "

3 1/8 "

6"

5 1/16 "

#4 STIRRUPS

1" RADIUS, TYP.

6 1/4 "

1'-2 1/4 "

1'-0" 4 1/2 "

1" RADIUS, TYP.

#4 STIRRUPS

#4 STIRRUPS

1" RADIUS, TYP.

1'-0"

6 1/4 "

4 1/2 "

4 1/2 "

1'-0"

6 1/4 "

3 3/4 "

5 3/32" 135 DEGREE HOOK

SCALE: 3/4"=1'-0" S501

CSLAB CONTROL JOINT DETAIL

KEYED CONTROL JOINT

SAWED CONTROL JOINT

USE EITHER AT CONTRACTOR'S OPTION

SAWCUT JOINTS AS EARLY AS ALLOWED

HAND- TOOL AREAS INACCESSIBLE BY SAW

12

SCALE: 3/4"=1'-0" S501

SLAB-ON-GRADE DETAIL B

PREPARATION AND EARTHWORK RECOMMENDATIONS.REFER TO GEOTECHNICAL REPORT FOR THE SUBGRADENOTES:

SPLICE LENGTHS

SCALE: 3/4"=1'-0" S501

EPRECAST ROOF PANEL DETAIL

SCALE: 3/4"=1'-0"

CROSS SECTION

LENGTHSDEVELOPMENT

DIRECTION. IN THE OTHER DIRECTION, FROM BOTTOM PLATE TO #4 REINFORCEMENTAT 5 LINEAR FEET INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONEPROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANEL BY BONDINGNOTES:

SCALE: 3/4"=1'-0"

FS501

DEPTH GAUGE DETAIL

87

DEVELOPMENT LENGTH OF THE LARGER BARSOF THE LAP SPLICE DIMENSION OF THE SMALLER BAR OR THEWHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LARGER

WHERE EPOXY COATING IS USED.CONCRETE LAP LENGTHS SHALL BE INCREASED 20 PERCENT

CONCRETE CAST BELOW THE REINF.TOP BARS ARE HORIZONTAL REINF. WITH MORE THAN 12" ON

3 3/4 "

10 5/8 "

3"

SEE PLANSLAB REINF.,

6"6"3"

AT JOINTREINF. DISCONT.

WITH JOINT FILLER1/4 SLAB THICKNESS. FILLSAWCUT JOINT 1/4" WIDE x

AT JOINTREINF. DISCONT.


FINISH FL.

VAPOR BARRIER

BARRIER4" CAPILLARY WATER

AS APPROVEDSUB-GRADE MATERIAL

B

c

A

24"

32"

TOP BARS

19"

A B

25"

54"

31"

37"29"

24"

54" 42"

15"

19"

OTHER BARS

25"

48"

40"

19"

70"

37"

31"

62" 48" 60"80"

f = 4000 PSI

TYP. TYP.

3 11/16 "

(3 EQ. SP.)

TYP.TYP.

(2 EQ. SP.)

2 1/8 "

7 3/8 "

10"

TY

P.

4 1/2 "

TY

P.

(START 8" FROM END)STUDS AT 12" O.C. 1/2" DIA. x 4" LG. HEADED

STIRRUP TYPE "1"STIRRUP TYPE "2"STIRRUP TYPE "3"

Y

Y

AS SHOWN, TYP.(4) #10 BARS CONT.

# 6 BAR CONT., TYP.

STIRRUP SPACING#4 HORZ. REINF. AT

#3

#4

#5

#6

#7

#8

SIZEBAR

NO.

#9 78" 101" 60" 78"

85" 111" 66" 85"#10

TYP.

2"

TYP.

AT EA. EMBED4"x6"x3/8" PL.

c

19"

25"

TOP BARS

15"

19"

42"

24"

29"

OTHER BARS

37"

31"

54"

48"62"

f = 4000 PSI

70" 54"

79" 61"

SEE PLAN FOR SPACINGL4x3x3/8 x 0'-8" LG. (LLV)

FOR SPACING(LLV), SEE PLANL4x3x3/8 x 0'-8" LG.

REMOVABLE CAP

FIBERGLASS PLATE18"x18"x3/8"

TOP OF CONCRETEINDICATE HEIGHT ABOVEIN 1" INCREMENTS TO MARK AND LABEL PIPE

ROOF PANELTOP OF PRECAST

ORANGEPAINT PIPE BRIGHTTO FIBERGLASS PLATE. 3" DIA. PVC PIPE BONDED

1'-6"

TB

D I

N FIE

LD

OR WELDED TO WWF.#4 BAR AT 5'-0" O.C. BRAZED


TO PREVENT BOND WITH CONCRETE.ASPHALT PAINT AND OILED ALL AROUNDPAINT ONE SIDE OF DOWEL WITH JOINT PLACED AT MID-DEPTH OF SLAB.AT 12" O.C. CENTERED ON CONTROL3/4" DIA. x 1'-6" SMOOTH DOWELS

PATTERNFORM A CROSSING EACH DIRECTION TOPIPE ON CENTERLINEWELDED INSIDE OF1/2" DIA. ROD

1'-0 1/4 "

ID

x 27'-2" LG. (TYP.)L 3 1/2" x 6" x 3/8" LLH

(SEE NOTE 6 ON S102)ANGLE FOR ELECTRICAL CONTINUITYWELDED TO HORIZ. REINF. AND #4 BAR AT 5'-0" O.C. MAX, EACH SIDE.

13

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CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.REDUNDANT SHEETS FROM THE CONSTRUCTIONLOCKING SYSTEM REQUIRED AND REMOVE THEWITH THE CONTRACTING OFFICER THE CORRECT LOCKING SYSTEMS. THE DESIGNER SHALL VERIFYS701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENTSHEETS S701 - S705 (HIGH SECURITY HASPS) AND

CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGNDESIGNER NOTE: TO BE REMOVED WHEN PREPARING

A

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number:

Sheet reference

Date

Appr.

Description

Revisio

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No.

US Army Corps

of Engineers

Huntsville Center

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Date:

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Scale:

Date:

Project Engineer/

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SCALE: 3/4"=1'-0"

ADOOR FRAME ELEVATIONS701S201

W12x40

3'-0"

3'-0"

3'-0"

9"

(TYP.)

8"

8"

8"

2"2"

(TYP.)

4"4"

THICK PLATE, TYP.8"x 1'-4 1/2"x 1/2"

3/16TYP.

1/4TYP.

TYP.

PLATETUBE TO

1/4TYP.

DETAIL 2/S701HINGE PL., SEE

DETAIL 1/S701GUSSET PL., SEE


1/4TYP.

BS701S701

ON S702DOOR ELEV.DOOR, SEE

SIDE VIEW

TOP VIEW

6"6"

DETAIL 2/S701HINGE PL., SEE DOOR FRAME

SEE DETAIL 2/S701DOOR FRAME HINGE PL.,

DOOR GAPSAROUND INSIDE PERIMETER OF WEATHER STRIPPING/ SEALING PROVIDE HEAVY DUTYNOTE:

BE GROUND SMOOTH.)W/ 1/4" PL. & WELD TO HSS 8x8x1/4 (END TO BE CAPPED

26'-0" (DOOR FRAME WIDTH)

13'-11" (O

PE

NIN

G H

EIG

HT)

15'-3" (D

OO

R F

RA

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EIG

HT)



W/ 3/16" WELD.WELD ALL AROUND1/4" CAP PLATE, TYP.

1 3/16 "

TO BE GROUND SMOOTH.)W/ 1/4" PL. WITH 3/16" WELD. WELDHSS 8x8x1/4 (END TO BE CAPPED

12" O.C.HEADED STUDS AT5/8" DIA. x 8" LONG

TO CARRY OUT THE DESIGN INTENT.BE REDUCED AS THIS IS IMPERATIVEFRAME, RESPECTIVELY SHALL NOTAT THE TOP AND BOTT. OF THE DOORTHE 6 1/2" AND 3" DOOR OVERLAPNOTE:

W12x40

3'-0"

1'-2 "

13'-11"

15'-3"


8"

8"

HEADED STUDS AT 12" O.C.5/8" DIA. x 8" LONG

TYP.

6 1/2 "

3"

"163

1

ON INSIDE END. 6" LONG, SEALED HSS 3 x1 1/2 x 3/16 x

HSS 8x8x1/4

INSIDE END6" LONG, SEALED ONHSS 3 x1 1/2 x 3/16 x


INSIDE END6" LONG, SEALED ONHSS 3 x1 1/2 x 3/16 x

SEALED ON INSIDE END.HSS 3 x1 1/2 x 3/16 x 6" LONG,

DO

OR F

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6"

6 1/4"

S701SCALE: 1 1/2"=1'-0"

B

S701SCALE: 1 1/2"=1'-0"

1

S701SCALE: 1 1/2"=1'-0"

2

S701

S701

S701

SECTION

W12x40

GUSSET PL. BELOWTYP.

1/2

1/2

1/4

1/4TYP.

GUSSET PL. DETAIL

1"

1'-0 1/2 "

9 3/8 " 3/4 " 3/4 "

8 1/2 "

5 7/16 "

TYP.

TYP.1/2" RADIUS,

7 1/2 "1"

TYP.

1'-0"

1/2 "

1"

PL. DETAILDOOR FRAME HINGE

DETAIL 2/S701HINGE PL., SEEDOOR FRAME

x 1", TYP.45 DEGREE

2 1/64" DIA.

1'-0"

35°

"16

13

3

8"

8 1

1/1

6"

1 7/16 "

SEE DETAIL 3/S303 FOR WALLSCONCRETE WALLS NOT SHOWN,NOTE:

STUD AT 12" O.C.1/2" DIA x 4" HEADED

14

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Checked b

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number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

Dra

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26

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Scale:

Date:

Project Engineer/

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hitect: Jeff C

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SCALE: 3/4"=1'-0"

ADOOR FRAME ELEVATIONS701S201

W12x40

3'-0"

3'-0"

3'-0"

9"

(TYP.)

8"

8"

8"

2"2"

(TYP.)

4"4"



3/16TYP.

1/4TYP.

TYP.

PLATETUBE TO

1/4TYP.

DETAIL 2/S701HINGE PL., SEE



1/4TYP.

BS701S701

ON S702DOOR ELEV.DOOR, SEE

SIDE VIEW

TOP VIEW

6"6"

DETAIL 2/S701HINGE PL., SEE DOOR FRAME

SEE DETAIL 2/S701DOOR FRAME HINGE PL.,

DOOR GAPSAROUND INSIDE PERIMETER OF WEATHER STRIPPING/ SEALING PROVIDE HEAVY DUTYNOTE:


26'-0" (DOOR FRAME WIDTH)

13'-11" (O

PE

NIN

G H

EIG

HT)

15'-3" (D

OO

R F

RA

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7 5/8 "

1/4

1.5" I.D. x 1.88" O.D. x 5" LG.LOCK BOLT RECEIVERS,

1/4

SEALED ON INSIDE END1.5" I.D. x 1.88" O.D. x 5" LG.LOCK BOLT RECEIVERS,


W/ 3/16" WELD.WELD ALL AROUND1/4" CAP PLATE, TYP.


TO BE GROUND SMOOTH.)W/ 1/4" PL. WITH 3/16" WELD. WELDHSS 8x8x1/4 (END TO BE CAPPED


TO CARRY OUT THE DESIGN INTENT.BE REDUCED AS THIS IS IMPERATIVEFRAME, RESPECTIVELY SHALL NOTAT THE TOP AND BOTT. OF THE DOORTHE 6 1/2" AND 3" DOOR OVERLAPNOTE:

W12x40

3'-0"

1'-2 "

13'-11"

15'-3"


8"

8"

HEADED STUDS AT 12" O.C.5/8" DIA. x 8" LONG

TYP.

6 1/2 "

3"

HSS 8x8x1/4

DO

OR F

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W/ ILD MANUFACTURERDENOTES VERIFICATION*

2 1/4 "*

1 7/8 "*

1 7/8"

1'-7 5/8 "*

*

*

S701SCALE: 1 1/2"=1'-0"

B

S701SCALE: 1 1/2"=1'-0"

1

S701SCALE: 1 1/2"=1'-0"

2

S701

S701

S701

SECTION

W12x40

GUSSET PL. BELOWTYP.

1/2

1/2

1/4

1/4TYP.

GUSSET PL. DETAIL

1"

1'-0 1/2 "

9 3/8 " 3/4 " 3/4 "

8 1/2 "

5 7/16 "

TYP.

TYP.1/2" RADIUS,

7 1/2 "1"

TYP.

1'-0"

1/2 "

1"

PL. DETAILDOOR FRAME HINGE

DETAIL 2/S701HINGE PL., SEEDOOR FRAME

x 1", TYP.45 DEGREE

2 1/64" DIA.

1'-0"

35°

"16

13

3

8"

8 1

1/1

6"

1 7/16 "


STUD AT 12" O.C.1/2" DIA x 4" HEADED

DO

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A

B

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Checked b

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number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

Dra

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26

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Scale:

Date:

Project Engineer/

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hitect: Jeff C

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SCALE: 3/4"=1'-0"

AS702S201

LEFT DOOR ELEVATION "INSIDE VIEW"SCALE: 3/4"=1'-0" S702S201

RIGHT DOOR ELEVATION "INSIDE VIEW" B

3"2"

3/16

NOT SHOWN3/8" INTERIOR PL.NOTE:

2 1/4"

DETAIL 2/S704SPACER, SEE

CAD PLATED (TYP.)PIN 1/2" DIA. x 2 3/16" LG.

DETAIL 1/S704LATCH BAR, SEE

CS702S703

45 DEGREES L3x2x1/2 AT

1/4

1/4

1/41/4

3/8

1'-0" 1'-0"4'-6 1/8 "

4'-6 1/8 " 1'-0"1'-0"

4"

13'-5 1/2 "

2"

1'-5 5/8 "

3'-0"

3'-0"

BS703S702

AS702S703

1/2" THICK PL.

1/2" THICK PL.

SEAL PLATE1/2" x 6" WIDE

6"

1/2" THICK PL.1/2" THICK PL.SEAL PLATE1/2" x 6" WIDE

3/83/8

3/83/8

3/83/8

3/8

3/8

CORNERS, TYP.MITER CHANNELS AT

3/8PLATEPLATE TO

1/4TUBEPLATE TO

3/8 CHANNELPLATE TO

DETAIL 4/S704HINGE PIN, SEE

1'-0" 4'-6 1/8 " 1'-0"

1'-0"1'-0" 4'-6 1/8 "

1/2" THICK PL. 1/2" THICK PL.

3/83/8

3/8

3/83/8

3/8

1/2" THICK PL.

3/83/8

3/8

1'-5 5/8 "

3'-0"

3'-0"

4"

BS702S703

OH

1/2" THICK PL.

1/4

3/8 CHANNELPLATE TO

SEE DETAIL 9/S704DOOR HINGE PLATE

TOP VIEWTOP VIEW

TO PLATEHINGE PIN


SEE DETAIL 10/S704GUSSET HINGE PL.,




14'-8 1/2 " (

DO

OR H

EIG

HT)

2 3/4 "

1/4

TUBEPLATE TO

1/4

1/41/4

C8x18.75, TYP.

AS REQ'DC8x18.75, COPE

C8x18.75

8"

8"

1'-2 7/8 "

3'-0"

3'-0"

C8x18.75

3'-0"

3'-0"

1'-2 7/8 "

C8x18.75

7"

7"

1/2"

1/4

12'-1 1/4" (DOOR WIDTH)

12'-1 1/4" (DOOR WIDTH)

12'-1 1/4" (DOOR WIDTH)

12'-1 1/4" (DOOR WIDTH)

TYP.TYP.

4 1/4 "4 1/4 "

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

EACH SIDE5'-11 5/8" x 14'-6 1/2" x 3/8" PL.

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

PL.3/8" THICK


TYP.

TYP.

TYP.

TYP.

C8x18.75

SEE DETAIL 5/S704LOWER LOCK BAR,

SEE DETAIL 13/S704UPPER LOCK BAR,

SEE DETAIL 14/S704SINTERED BRASS,OIL IMPREGNATED 5" O.D. x 2 1/32" I.D. x 5/8" BEARING, THRUST

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

FLANGESCHANNEL

WEBCHANNEL

1/4" x 3" COVER PL.

(TYP.)

2"

2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.

1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.NOTE:



3"x4"x3/8" PL.

3"

1 1/1

6"

3/83/8

3/83/8

2 1/4"x4"x3/8" PL.

5/S704SEE DETAIL LOCK BAR,

4"

4"

3"

3/8

NOT SHOWN3/8" INTERIOR PL.NOTE:

3"x4"x3/8" PL.

4" LGL2x2x3/8" x

11'-11 3/4 "

11'-11 3/4 "

x 4" LGL2x2x3/8"

5'-0"

4 1/4 "4 1/4 "

3 1/4 "

1"

1 1/2 "1 1/2 "

1"

1"

1/2 "

5 3/4"

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A

B

C

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A

B

C

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Checked b

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number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

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Scale:

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Project Engineer/

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hitect: Jeff C

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SCALE: 3/4"=1'-0"

AS702S201

LEFT DOOR ELEVATION "INSIDE VIEW"SCALE: 3/4"=1'-0" S702S201

RIGHT DOOR ELEVATION "INSIDE VIEW" BPLATE3/8" THICK

1/4

1/4

1/41/4

3/8

1'-0" 1'-0"4'-6 1/8 "

4'-6 1/8 " 1'-0"1'-0"

4"

2"

1'-5 5/8 "

3'-0"

3'-0"

BS703S702

AS702S703

1/2" THICK PL.

1/2" THICK PL.

SEAL PLATE1/2" x 6" WIDE

6"

1/2" THICK PL.1/2" THICK PL.

3/83/8

3/83/8

3/83/8

3/8

3/8


3/8PLATEPLATE TO

3/8 CHANNELPLATE TO

DETAIL 4/S704HINGE PIN, SEE

1'-0" 4'-6 1/8 " 1'-0"

1'-0"1'-0" 4'-6 1/8 "

1/2" THICK PL. 1/2" THICK PL.

3/83/8

3/8

3/83/8

1/2" THICK PL.

3/83/8

3/8

1'-5 5/8 "

3'-0"

3'-0"

4"

BS702S703

OH

1/2" THICK PL.

1/4

3/8 CHANNELPLATE TO


TOP VIEWTOP VIEW

TO PLATEHINGE PIN






14'-8 1/2 " (

DO

OR H

EIG

HT)

TYP.3/8" CAP PL.,

TYP.

3/8

TYP.

S703S702

TUBEPLATE TO

1/4

S703S702

D

C

SEE ILD MANF. DWGSLATCH BOLT GUIDE,

SEE ILD MANF. DWGSLATCH BOLT GUIDE,

3'-2"

C8x18.75, TYP.

AS REQ'DC8x18.75, COPE

C8x18.75

8"

8"

1'-2 7/8 "

3'-0"

3'-0"

C8x18.75

3'-0"

3'-0"

1'-2 7/8 "

C8x18.75

7"

7"

1/2"

1/4

12'-1 1/4" (DOOR WIDTH)

12'-1 1/4" (DOOR WIDTH)

12'-1 1/4" (DOOR WIDTH)

12'-1 1/4" (DOOR WIDTH)

TYP.TYP.

4 1/4 "4 1/4 "

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

EACH SIDE5'-11 5/8" x 14'-6 1/2" x 3/8" PL.

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"





TYP.

TYP.

TYP.

1/4TYP.

EXTERIOR PL.EXTENTS OF

C8x18.75

SEE DETAIL 6/S704SINTERED BRASS,OIL IMPREGNATED 5" O.D. x 2 1/32" I.D. x 5/8" BEARING, THRUST

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

3 1/4 "

WEBCHANNEL

FLANGESCHANNEL

1 1/2 " 1 1/2 "

1"

1"

1"1/4" x 3" COVER PL.

SEAL PLATE1/2" x 6" WIDE 2 3/4 "

1/41/4

(TYP.) 1/2 "

1/4TUBEPLATE TO

2"

2'-5 1/2 "

2'-1"

8'-11"

2'-0"*

1'-8"*

1'-3"*

2'-0"*

9"*1'-8"*

W/ ILD MANUFACTURERDENOTES VERIFICATION*

17

S-703

DO

OR S

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SCALE: 1 1/2" = 1'-0"

CROSS BARPL. TO1/4

1/4

DIRECTIONCONT. EACH 1/4" x 8" WIDE BAR

L3x3x1/4

TYP.1/4

1/4

"ISOMETRIC VIEW" OF WELDS AT CROSS BARSA

B

C

D

5 4 3 2 1

D

A

B

C

D


5 4 3 2 1

Dra

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Desig

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Checked b

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number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

Dra

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26

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Scale:

Date:

Project Engineer/

Arc

hitect: Jeff C

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BO

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Y

YX

X

TYP.

SCALE: 1 1/2"=1'-0"

BSECTION


3/8TO CHANNELTYP. PLATE

CHANNELBAR TO

1/4

S702 S703

3/8DETAIL 9/S704DOOR HINGE PL., SEE

INFORMATIONSEE DETAIL B/S701 FORDOOR FRAME ASSEMBLY,

1/8

TO WEB OF CHANNELTO ALLOW CONNECTIONCOPE ENDS AS REQ'D8" x 1/4" BAR (SKEWED),

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

C8x18.75 CONT.


1/4

3/8

3/8

1/4

TO PLATEPLATE

INTERIOR

1"

LEFT DOOR

RIGHT DOOR

1/4

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

PLATE EACH SIDE1/2"x 12" x 13'-9 1/2"


TYP.

TUBE, TYP.PLATE TO

HSS 8x2x1/4

1/4" x 3" COVER PLATE

1/2" x 6" SEAL PLATE

EXTERIOR

1/2 "3/8

3/8

EVERY 17" APART.INSTALL TUBE SUPPORTS INSTALLEDTUBE SUPPORT, SEE DETAIL 11/S704.

SCALE: 1 1/2"=1'-0"

AS702

SECTIONSCALE: 1 1/2"=1'-0"

CSECTIONS703 S702 S703

DETAIL 8/S704HANDLE, SEE

DETAIL 3/S704WASHER, SEE


CAD PLATEDx 1 1/4" LG SCREW,1/2"-13UNC-2A

CAD PLATEDTHICK LOCK WASHER,.509" x .523 O.D. x 1/8"

DETAIL 5/S704LOCK BAR, SEE

DETAIL 7/S704SLEEVE, SEE

DETAIL 6/S704SHAFT, SEE

3/16

1/4

SCALE: 1 1/2"=1'-0"

DSECTIONS703

1/2" THICK PL.

(OUTSIDE)3/8" THICK PL.

NOT SHOWN FOR CLARITYL3x2x 1/2" (LATCH STOP ANGLE)NOTE:

1/2" THICK PL.

(OUTSIDE)3/8" THICK PL.


DETAIL 3/S704WASHER, SEE

CAD PLATEDTHICK LOCK WASHER,.509" x .523 O.D. x 1/8"

SCREW, CAD PLATED1/2"-13UNC-2A x 1 1/4" LG

DETAIL 1/S704LATCH BAR, SEE

DETAIL 1/S704LATCH BAR, SEE DETAIL 6/S704

SHAFT, SEE

DETAIL 8/S704HANDLE, SEE

PLATED (TYP.)COTTER PIN, CAD.09" DIA. x 1 1/2" LG.

PLATED (TYP.)FLAT WASHER, CAD.515" x 7/8" x 1/16 THICK

PIN, CAD PLATED (TYP.)1/2" DIA. x 2 3/16" LG.

DS703S703

IN THE "UNLOCK" POSITIONTHE HANDLE IS TURNED UPNOTE:

INTERIOR

EXTERIOR

SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0"

SECTION X-X SECTION Y-Y

PLATE3/8" THICK INSIDE


SHOWN FOR CLARITYCROSS BAR NOTNOTE:


PLATE3/8" THICK EXT.


ANGLEPLATE TO

BAR1/4" x 8" WIDE

BAR1/4" x 8" WIDE

ANGLEPLATE TO

1/4

1/4

1/4

1/43 SIDES

NOTCH PL., TYP. NOTCH PL., TYP.

1/43 SIDES

LG., TYP.L3x3x1/4 x 0'-3"

LG., TYP.L3x3x1/4 x 0'-3"

1/4CROSS BARPLATE TO


1/4

2"

TY

P.

1/4


1/4

1/4

CROSS BARSTYP. AT

4" 8"

8"

4"

SCALE: 1 1/2"=1'-0"

8"

4"

1'-0"

1/4"+1/64 MIN.

1/4"+1/64" MIN.

DIRECTIONCONT. EACH1/4" x 8" WIDE BAR

LG., TYP.L3x3x1/4 x 0'-3"

AT INTERSECTION OF CROSS BARSTYPICAL WELDED CONNECTION

SCALE: 1 1/2"=1'-0" S703

DETAIL(NOT ALL HOLES SHOWN)

OMIT IF NOT REQUIRED.

TO FILL DOOR W/ INSULATION.

1" DIA. HOLES AS REQ'D

FIT FLUSH.

BARS TO INTERLOCK AND

INTERSECTION TO ALLOW

SLOT EACH BAR AT

CONT. EACH DIRECTION.

1/4" x 8" WIDE BAR

L3x3x1/4 x 3" LG., TYP.

L3x3x1/4

FILLET WELD, TYP. AT

INTERIOR PLATE FOR

SLOTTED HOLE IN

1/4 TO ANGLE, TYP.INT. PLATE

1 1/2 "

1"

1/2" RADIUS

AS703

1'-1"

6"

1'-0"

6 1/4 "

1'-0"(T

YP.)

(TYP.)

2 3/4 "

AT CORNERS, TYP.

45 DEGREE MITER

7 7/8 "8 1/2 "

(TYP.)

1 1/2 "

10 1/8 "

8 1/2 "

1"

(TY

P.)

45°

4"

4"

2"

TY

P.

THIS SHEETOF CROSS BARS ON SEE ISOMETRIC VIEW

S703

DETAIL 7/S04SLEEVE, SEE

2 1/2 "

45°

YX

X

SCALE: 3/4"=1'-0"

ES703S702

TO ANGLE, TYP.INT. PLATE

DOOR FRAMEEXTENTS OF

Y

LEFT DOOR PLATE ELEVATION "INSIDE VIEW"

FIT FLUSH.BARS TO INTERLOCK AND INTERSECTION TO ALLOWSLOT EACH BAR ATCONT. EACH DIRECTION. 1/4" x 8" WIDE BAR

(NOT ALL HOLES SHOWN)OMIT IF NOT REQUIRED.TO FILL DOOR W/ INSULATION. 1" DIA. HOLES AS REQ'D

1/2" THICK PL.

1/4

L3x3x1/4 x 3" LG., TYP.

AS703S703

NOTE: RIGHT DOOR PLATE ELEVATION IS THE SAME AS THE LEFT

TO WEB OF CHANNELREQ'D TO ALLOW CONNECTIONCOPE 8" WIDE BAR AS

EXTENTS OF 3/8" THICK PLATE

1"

1" 1 1/2 "

JM

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18

S-703 (A)

AS S

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1/4

1/4TYP.

L3x3x1/4

1/4

1/4

CROSS BARPL. TO

DIRECTIONCONT. EACH 1/4" x 8" WIDE BAR

SCALE: 1 1/2" = 1'-0"

"ISOMETRIC VIEW" OF WELDS AT CROSS BARSA

B

C

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Date

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Description

Revisio

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No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

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26

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Project Engineer/

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Y

YX

X

SCALE: 1 1/2"=1'-0"

AS702

SECTIONSCALE: 1 1/2"=1'-0"

BSECTIONSCALE: 1 1/2"=1'-0"

CSECTION

3/8TO CHANNELTYP. PLATE

CHANNELBAR TO

1/41/4

3/8

3/8

1/4TO TUBEPLATE

TO PLATEPLATE

S703 S702 S703 S702 S703 SCALE: 1 1/2"=1'-0"

DSECTIONS702 S703

1/2" THICK PL.

SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0"

SECTION X-X SECTION Y-Y







ANGLEPLATE TO

BAR1/4" x 8" WIDE

BAR1/4" x 8" WIDE

3/8

ANGLEPLATE TO

1/4

1/4

1/4

1/4

DETAIL 2/S704DOOR HINGE PL., SEE

INFORMATIONSEE DETAIL B/S701 FORDOOR FRAME ASSEMBLY,

INTERIOR

EXTERIOR

1/8

3 SIDES

NOTCH PL., TYP. NOTCH PL., TYP.

1/43 SIDES

1"

LEFT DOOR

RIGHT DOOR

INTERIOR EXTERIOR

3/8" THICK PL.

1/2" THICK PL.

3/8" THICK PL.

3/8" THICK PL.

TYP.

TYP.

1'-5" 11"

1/2"

DRAWINGSSEE ILD MANUF.ILD SYSTEM,

1'-8"

EACH ENDWITH 3/8" CAP PL.HSS 8x2x1/4,

DRAWINGSSEE ILD MANUF.ILD SYSTEM,

LG., TYP.L3x3x1/4 x 0'-3"

LG., TYP.L3x3x1/4 x 0'-3"

1/2" THICK PL.

RIGHT DOOR LEFT DOOR

CENTER OF HANDLEBOTTOM OF DOOR TO VERT. AT 44" ABOVE DETAIL 1/S704. MOUNT DOOR HANDLE, SEE



1/4

2"

TY

P.

1/4


1/4

1/4

CROSS BARSTYP. AT

4" 8"

8"

4"

SCALE: 1 1/2"=1'-0"

8"

4"

1'-0"

1/4"+1/64 MIN.

1/4"+1/64" MIN.

DIRECTIONCONT. EACH1/4" x 8" WIDE BAR

LG., TYP.L3x3x1/4 x 0'-3"

EVERY 17" APART.INSTALL TUBE SUPPORTS INSTALLEDTUBE SUPPORT, SEE DETAIL 5/S704.

1/4

TO WEB OF CHANNELTO ALLOW CONNECTIONCOPE ENDS AS REQ'D8" x 1/4" BAR (SKEWED),

AT INTERSECTION OF CROSS BARSTYPICAL WELDED CONNECTION

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"

x 3/8" PL. EACH SIDE5'-11 5/8" x 14'-6 1/2"



C8x18.75 CONT.


SCALE: 1 1/2"=1'-0" S703

DETAIL(NOT ALL HOLES SHOWN)

OMIT IF NOT REQUIRED.

TO FILL DOOR W/ INSULATION.

1" DIA. HOLES AS REQ'D

FIT FLUSH.

BARS TO INTERLOCK AND

INTERSECTION TO ALLOW

SLOT EACH BAR AT

CONT. EACH DIRECTION.

1/4" x 8" WIDE BAR

L3x3x1/4 x 3" LG., TYP.

L3x3x1/4

FILLET WELD, TYP. AT

INTERIOR PLATE FOR

SLOTTED HOLE IN

1/4 TO ANGLE, TYP.INT. PLATE

1 1/2 "

1"

1/2" RADIUS

AS703

1'-1"

6"

1'-0"

6 1/4 "

1'-0"(T

YP.)

(TYP.)

2 3/4 "

AT CORNERS, TYP.

45 DEGREE MITER

7 7/8 "8 1/2 "

(TYP.)

1 1/2 "10 1/8 "

8 1/2 "

1"

(TY

P.)

45°

TYP.

4"

4"

TY

P.

2"

THIS SHEET

OF CROSS BARS ON

SEE ISOMETRIC VIEW

HSS 8x2x1/4

HSS 8x2x1/4


TYP.

1/4" x 3" COVER PLATE

EXTERIOR

3/8

1/2 "3/8

1/2" x 6" SEAL PLATE

INTERIOR

2 1/2 "

45°

YX

X

SCALE: 3/4"=1'-0"

ES703S702

TO ANGLE, TYP.INT. PLATE

DOOR FRAMEEXTENTS OF

Y

LEFT DOOR PLATE ELEVATION "INSIDE VIEW"

FIT FLUSH.BARS TO INTERLOCK AND INTERSECTION TO ALLOWSLOT EACH BAR ATCONT. EACH DIRECTION. 1/4" x 8" WIDE BAR

(NOT ALL HOLES SHOWN)OMIT IF NOT REQUIRED.TO FILL DOOR W/ INSULATION. 1" DIA. HOLES AS REQ'D

1/2" THICK PL.

NOTE: RIGHT DOOR PLATE ELEVATION IS SIMILAR (DOOR NOTCH IS GREATER)

1/4

L3x3x1/4 x 3" LG., TYP.

AS703S703

WEB OF CHANNELTO ALLOW CONNECTION TO COPE 8" WIDE BAR AS REQ'D

EXTENTS OF 3/8" THICK PLATE

1"

1"

1 1/2 "

19

DO

OR D

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AIL

S

S-704

JM

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A

B

C

D

5 4 3 2 1

D

A

B

C

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5 4 3 2 1

Dra

wn b

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Desig

ned b

y:

Checked b

y:

number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

Dra

win

g c

ode:


26

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NTS

VIL

LE,

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AB

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Scale:

Date:

Project Engineer/

Arc

hitect: Jeff C

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BO

X-T

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SCALE: 3"=1'-0" S704

14S702

DETAILTHRUST BEARING

SINTERED BRASSOIL IMPREGNATED5" O.D. x 2 1/32" I.D. x 5/8"THRUST BEARING

FITTINGFOR 1/4" GREASEBORE AND TAP

HANDLE DETAILSCALE: 3"=1'-0" S704

12

DOOR TO CENTER OF HANDLEAT 44" ABOVE BOTTOM OF3/4" DIA. ROD, MOUNT VERT.

DOORFACE OF

3"

3"

8"

3"

S201

5"

5/8 "

4"

1 1/4 "

15°

3/8" RADIUS

1"

4"

DIA.

GREASE AFTER ASSEMBLYGREASE FITTING ANDFITTING. PROVIDETAP FOR 1/4" GREASE

(+0.000/-0.002)2" DIA.

2 1/8 "

DRILL 1/4" DIA.

SPACER DETAIL WASHER DETAIL

SHAFT DETAIL HANDLE DETAIL

HINGE PIN DETAIL

SLEEVE DETAIL

GUSSET HINGE PL. DETAIL

SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0"

SCALE: 3"=1'-0"SCALE: 3"=1'-0"SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

SCALE: 3"=1'-0" SCALE: 3"=1'-0"

S704

1 2 3 4S704 S704 S704S702

S704 S704 S704

S704S704

S704

5 6 7 8

9 10

7 1/2 "

1/2 "

6" 3/4 " 3/4 "

1 1/2 "

3/4 "

3"

TYP..516" DIA.

TYP.45 DEGREE x 1/2",

.766

SQ.

3 1/2" DIA.

1"

1 1/2" DIA.

.516" DIA.

1/2 "

x 3/8"45 DEGREES

3/4 "

1 1/2 "

3/4 "

3/4 "

.516" DIA.

1"

30°

x 1/2", TYP.45 DEGREE

8 3/4 "1 1/2" DIA.

.219"

2" 2 3/4 " 3/8 "

1/2 "

1'-4 1/2 "

TYP.1/16" RADIUS,

3" DIA.

1" DIA.

3/4 "

SQ.3" DIA.

1" DIA.

THREAD DEPTH = 3/4".500-13UNF-2B

1/2 "

2"

1"

3/4 "

2"

1'-2"

SQ.


2 1/2 "

1'-2"

TYP.3/16" RADIUS,

TYP.2" RADIUS,

4 1/4 " 3/4 "

1/2 "

1/4 "

5"

8"

1 1/2 "

1 1/4 "

x 1", TYP.45 DEGREE

60

SCALE: 3"=1'-0" S704

11TUBE SUPPORT PL. DETAIL

LATCH BAR DETAIL

DOOR HINGE PL. DETAILS703

1"

4"

1"

1"

1"4 1/4 "4"

4"


2 1/32" DIA.TYP.5" RADIUS,

9 1/4 "

10"

10"

4"

1"

1"

1/2" THICK PLATE

8"

10 7/8 "

1.016" DIA.

LOWER LOCK BAR DETAIL

SCALE: 3"=1'-0" S704S702

3/4 "

1 1/2 "

3/4 "

3/4 "

.516" DIA.

1"

30°


UPPER LOCK BAR DETAIL

8'-10"

5'-1"

13

1"

LOCK BAR BAR, CENTERED ON1"x 1 1/2" x 3'-6" LONG

S703 S703

S703S702

S703S702

S703S702

S703S702

S703S702

S703S702

S703S201

20

DO

OR D

ET

AIL

S

JM

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JM

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S-704 (A)

AS S

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A

B

C

D

5 4 3 2 1

D

A

B

C

D


5 4 3 2 1

Dra

wn b

y:

Desig

ned b

y:

Checked b

y:

number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

Dra

win

g c

ode:


26

HU

NTS

VIL

LE,

AL

AB

AM

A

SU

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OR

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EN

TE

R,

EN

GIN

EE

RIN

G A

ND

U. S.

AR

MY C

OR

PS O

F E

NGIN

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RS

Scale:

Date:

Project Engineer/

Arc

hitect: Jeff C

oulsto

n

BO

X-T

YP

E, S

TD 4

21-8

0-0

8

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SCALE: 3"=1'-0" S704

6S702

DETAILTHRUST BEARING

SINTERED BRASSOIL IMPREGNATED5" O.D. x 2 1/32" I.D. x 5/8"THRUST BEARING

FITTINGFOR 1/4" GREASEBORE AND TAP

S703S201

S703S702

S703S702

HANDLE DETAIL HINGE PIN DETAILGUSSET HINGE PL. DETAILSCALE: 3"=1'-0" SCALE: 3"=1'-0"SCALE: 3"=1'-0" SCALE: 3"=1'-0"

4S704S702S704 S704S704

1"

4"

1"

1"

1"4 1/4 "4"

4"

x 3/4", TYP.45 DEGREE 4 1/4 " 3/4 "

1/2 "

1/4 "

5"

8"

1 1/2 "

1 1/4 "

x 1", TYP.45 DEGREE

60

SCALE: 3"=1'-0" S704

TUBE SUPPORT PL. DETAIL

4"

1"

1"

1/2" THICK PLATE

DOOR HINGE PL. DETAIL

S703

2 31

5

DOOR TO CENTER OF HANDLEAT 44" ABOVE BOTTOM OF3/4" DIA. ROD, MOUNT VERT.

DOORFACE OF

3"

3"

8"

3"

2 1/32" DIA.TYP.5" RADIUS,

9 1/4 "

10"

10"

8"

5"

5/8 "

4"

1 1/4 "

15°

3/8" RADIUS

1"

4"

DIA.

GREASE AFTER ASSEMBLYGREASE FITTING ANDFITTING. PROVIDETAP FOR 1/4" GREASE

(+0.000/-0.002)2" DIA.

2 1/8 "

DRILL 1/4" DIA.

21

JM

U

JM

U

RS

W

S-705

S705

BHIGH SECURITY HASP

HIG

H S

EC

URIT

Y H

AS

P

4. SEE DOOR FRAME AND DOOR DETAILS ON SHEETS S701 - S704.

ADDITIONAL FRAMING (IF REQUIRED) TO ACCOMMODATE THE HIGH SECURITY HASPS.

ATTACHMENT DETAILS OF THE HASPS AND PROVIDE THE NECESSARY STIFFENERS AND

3. DOOR MANUFACTURER WILL COORDINATE WITH THE GOVERNMENT ON INSTALLATION AND

U.S. ARMY ENGINEERING AND SUPPORT CENTER, HUNTSVILLE (STRUCTURAL BRANCH).

DRAWINGS IS PERMITTED TO ACCOMMODATE THE HIGH SECURITY HASP UNLESS APPROVED BY THE

2. NO MODIFICATIONS AND/OR DEVIATIONS TO THE DOOR CONSTRUCTION SHOWN IN THE STANDARD

SPECIFICATION MIL-DTL-43607J.

FOR LEFT HAND SWINGING DOOR. HIGH SECURITY PADLOCKS SHALL CONFORM TO MILITARY

STYLE 1-HASP (M29181-01) FOR RIGHT HAND SWINGING DOOR AND STYLE 2-HASP (M29181-02)

1. HIGH SECURITY HASPS SHALL CONFORM TO MILITARY SPECIFICATION MIL-DTL-29181C,

HIGH SECURITY HASP NOTES:

S705

AHIGH SECURITY HASP

AS S

HO

WN



A

B

C

D

5 4 3 2 1

D

A

B

C

D


5 4 3 2 1

Dra

wn b

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Desig

ned b

y:

Checked b

y:

number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

Dra

win

g c

ode:


26

HU

NTS

VIL

LE,

AL

AB

AM

A

SU

PP

OR

T C

EN

TE

R,

EN

GIN

EE

RIN

G A

ND

U. S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

Scale:

Date:

Project Engineer/

Arc

hitect: Jeff C

oulsto

n

BO

X-T

YP

E, S

TD 4

21-8

0-0

8

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22

JM

U

JM

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W

S705

AINTERNAL LOCKING DEVICE (ILD)

S-705(A)

INT

ER

NA

L L

OC

KIN

G D

EVIC

ES

S705

BINTERNAL LOCKING DEVICE (ILD)

FOOT & HEAD BOLT SHOWN DISENGAGEDVIEW FROM INSIDE OF MAGAZINESCALE: NTS

FOOT & HEAD BOLT SHOWN DISENGAGEDVIEW FROM INSIDE OF MAGAZINESCALE: NTS

SEE MANF. DRAWINGSILD SYSTEM,

LEFT DOOR

RIGHT DOOR

OF DETAILS AND REQUIREMENTS.DRAWINGS FOR A COMPLETE SETINFORMATION ONLY. SEE ILD MANUF.DETAILS ARE SHOWN FOR GENERAL

https://portal.navfac.navy.mil/portal/page/portal/navfac/navfac_ww_pp/navfac_nfesc_pp/locks/)

5. SEE DOOR FRAME AND DOOR DETAILS ON SHEETS S701(A) - S704(A).

IN THESE DRAWINGS.

4. SEE ILD MANUFACTURERS INSTALLATION DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN

ADDITIONAL FRAMING (IF REQUIRED) TO ACCOMMODATE THE ILD.

ATTACHMENT DETAILS OF THE ILD AND PROVIDE THE NECESSARY STIFFENERS AND

3. DOOR MANUFACTURER WILL COORDINATE WITH THE GOVERNMENT ON INSTALLATION AND

ENGINEERING AND SUPPORT CENTER, HUNTSVILLE (STRUCTURAL BRANCH).

DRAWINGS ARE PERMITTED TO ACCOMMODATE THE ILD UNLESS APPROVED BY THE U.S. ARMY

2. NO MODIFICATIONS AND/OR DEVIATIONS TO THE DOOR CONSTRUCTION SHOWN IN THE STANDARD

FOR ORDERING INFORMATION.

OR THEIR WEBSITE (

ENGINEERING DIVISION. CONTACT CAN BE MADE VIA PHONE BY CALLING 805-982-1212

COORDINATION OF NAVAL FACILITIES ENGINEERING SERVICE CENTER (NAVFAC ESC) SECURITY

THE ILD SYSTEM SHALL BE PURCHASED FROM A GOVERNMENT APPROVED ILD MANUFACTURER WITH

1. INTERNAL LOCKING DEVICE IS A U.S. GOVERNMENT DESIGNED AND PATENTED LOCKING SYSTEM.

INTERNAL LOCKING DEVICE (ILD) NOTES:

AS S

HO

WN



A

B

C

D

5 4 3 2 1

D

A

B

C

D


5 4 3 2 1

Dra

wn b

y:

Desig

ned b

y:

Checked b

y:

number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

Dra

win

g c

ode:


26

HU

NTS

VIL

LE,

AL

AB

AM

A

SU

PP

OR

T C

EN

TE

R,

EN

GIN

EE

RIN

G A

ND

U. S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

Scale:

Date:

Project Engineer/

Arc

hitect: Jeff C

oulsto

n

BO

X-T

YP

E, S

TD 4

21-8

0-0

8

MO

DU

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AG

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UN

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013

modular storage magazine, box-type std 421-80-08 with 14'-8' … · s review of...

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