sites.uco.edusites.uco.edu/administration/pur-pay-trav/files/files-pur-forms... · sv seamless...

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RUBBER FLOOR BASE,RE: FINISH SCHEDULEFOR LOCATIONS

SCHED. PARTITION

ACTUAL WHITE OAKFLOOR BASE, STAINTBD, RE: FINISHSCHEDULE FORLOCATIONS

CPT CARPET TILE

Code Material MFR. Pattern / Color Dimensions Comments

AP ACOUSTIC PANEL

FLOOR FINISH MATERIAL

BASE FINISH MATERIAL

WALL FINISH MATERIAL

ACT-1 ACOUSTIC CEILING TILE

CEILING FINISH MATERIAL

OPEN OPEN STRUCTURE

GRT-1 GROUT

MISCELLANEOUS FINISH MATERIALS





INTERIOR FINISH MATERIAL LEGEND

SC SEALED CONCRETE

SG SIGNAGE

N/A

20" X 20" X 1/4" MONOLITHIC INSTALLATION

N/A PROVIDE SEALANT AT ALL CONTROLJOINTS, COLOR TBD

SOLID SURFACE MATERIAL

N/A N/A

RESTROOM FLOORS/WALLS (AT PCT-1 &PCT-2

PAINTED END CAPS:COLORED INSERTS: LIGHT NEUTRAL PAPER;RAISED COPY:

REF. ARCH. DTLS. INTERIOR ROOM IDENTIFICATION SIGNAGE

N/A ...

...

SSM-1 CASEWORK

INTERFACE

REFER TO DRAWING

24" X 24" ...ARMSTRONG

N/AMAPEI

TBD

DUPONT

RS ROLLER SHADES MECHOSHADE REF. WINDOW ELEVATIONS FOR LOCATIONS

CG CORNER GUARD(RECESSED PLASTIC)

FULL HEIGHTKOROGARD ...

FRP FIBERGLASS REINFORCED PANELS ...MARLITE JANITOR CLOSETS (INSTALL TO 72" AFF)

TBD

WB WOOD BASE 4"H X 1/2"WN/A

ITEM #20R

ZODIAQ, COLOR TBA

SELECTED FROM FULL MANUFACTURERS LINE

R100-SERIES MATCH ADJACENT WALL

1% OPENNESS FACTOR

FINE FISSURED LAY IN TILE WITH BLIZZARDWHITE GRID

2" SOUNDSOAK W/ KNOLL DELITE KTCOLLECTION AS FACING MATERIAL. COLORTBD.

STAIN GRADE WOOD BASE WITHTRANSPARENT FINISH

TOUCH AND TONES CARPET TILE, COLOR TBA

REF. ARCH. DTLS.

ARMSTRONG

P100 WHITE (CLASS A)

PC POLISHED CONCRETE N/A N/ATBD

SV SEAMLESS VINYL STRONGHOLD 30 (COLOR TBD) N/AALTRO

SOLID SURFACE MATERIALSSM-2 CASEWORKCORIAN COLOR TBA REF. ARCH. DTLS.

PLASTIC LAMINATEPLAM-1 CASEWORKWILSONART SELECTED FROM FULL MANUFACTURERS LINE REF. ARCH. DTLS.

ACT-2 ACOUSTIC CEILING TILE 24" X 48" ...ARMSTRONG FINE FISSURED LAY IN TILE WITH BLIZZARDWHITE GRID

PT PAINT WALL/ CEILING PAINT (TYPICAL)N/ASW6105 "DIVINE WHITE"SHERWIN WILLIAMS

GC PAINTED GYPSUM BOARD TBD LEVEL 4 LIGHT ORANGE PEEL FINISH N/A

PROVIDE SEALANT AT ALL CONTROLJOINTS, COLOR TBD

STAINLESS STEELS-STL CASEWORK- SATIN #4 FINISH REF. ARCH. DTLS.

T-PRT HDPE TOILET PARTITIONS (PANELS & DOORS)RE: SPECS TBD REF. ARCH. DTLS.

PORCELAIN TILE EMSER RESTROOM WALLSPCT-1 PERSPECTIVE, COLOR WHITE 12" X 24" X 3/8"

IB INTEGRAL COVE BASE .75" X .75"ALTRO N/A

PT PORCELAIN TILE EXPANSE, COLOR TBD VARIES TILE SIZE DEPENDENT ON STAIR RISER ANDTREAD.

EMSER

DT ACCESS FLOORING TBD 24" X 24"TATE

MONOLITHIC MIRRORMM

RESTROOMS

- ANNEALED GLASS REF. ARCH. DTLS.

GLASS MARKER BOARDMBG

CLASSROOMS

DEKO COLOR "DIAMOND" REF. ARCH. DTLS.

LVT LUXURY VINYL TILE CANVAS/ PEWTER LINEN 19" X 19"BENTLEY

ICC INTEGRAL COLOR CONCRETE COLOR TBD N/ATBD

WOC WALK OFF CARPET HOUSE PET/ SIAMESE 19" X 19"FLOR

PORCELAIN MARKER BOARDMBP CLARIDGE LCS DELUXE, WHITE REF. ARCH. DTLS.

RSM ROLLER SHADES - MOTORIZED MECHOSHADE 1% OPENNESS FACTOR REF. ARCH. DTLS.

REF. ARCH. DTLS.

REF. WINDOW ELEVATIONS FOR LOCATIONS

CPT2 CARPET TILE 9.845" X 39.38" X 1/4" ASHLAR INSTALLATIONINTERFACE HUMAN NATURE, HN810, COLOR TBA

RB RUBBER BASE 2.5"HJOHNSONITE TYP. WALL BASE, COLOR 029 "MOONROCK"

8"

WOMEN

1"

1"

1"

4"

1"

6"

5/8" ROOM NAME RAISED 1/32",CUSTOM COLOR

REVERSE PAINTED PICTOGRAMS,CUSTOM COLOR

GRADE 2 BRAILLE

REVERSE PAINTED CLEAR ACRYLICSIGN

SQUARE CORNERS

DOOR FRAME

EQ EQ

RESTROOM

TYPICAL PICTOGRAMS

NOTE:MOUNT SIGNS 60" ABOVEFINISHED FLOOR TO CENTERLINEOF SIGN

1003" 5/8" ROOM NUMBER RAISED 1/32",CUSTOM COLOR, NUMBER ASPROVIDED BY THE OWNER.

GRADE 2 BRAILLE

REVERSE PAINTED CLEAR ACRYLICSIGN

SQUARE CORNERS

DOOR FRAME

3"

EQ EQ

1 1

/2"

1/2

"1

"

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

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Eott +

Assoc

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ilte

cts

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kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

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Addendum 3 12/06/161

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1543

A11.01

FINISH SCHEDULE

SCALE: 3" = 1'-0"A11.01

1 WALL BASE - RUBBER & WOODSCALE: 3" = 1'-0"A11.01

2 TYPICAL RESTROOM SIGNAGESCALE: 3" = 1'-0"A11.01

3 TYPICAL ROOM NUMBER SIGNAGE

FINISH SCHEDULE - DESCRIPTIVE

ROOM# ROOM NAME FLOOR BASE WALLS CEILING MISC.

206 WOMEN'S PC RB PCT-1 GC GRT-1, SSM-1,T-PRT, MM

207 MEN'S PC RB PCT-1 GC GRT-1, SSM-1,T-PRT, MM

208 FACULTY KITCHEN LVT RB PT ACT1 SSM-2

209 VEND 2 PC RB PT OPEN

210 OFFICE CPT RB PT ACT1






216 JAN. SC RB PT ACT1 FRP










226 ELEC./IT CHASE


228 WORK ROOM CPT RB PT ACT1








236 NURSING SUITE MANAGER CPT RB PT ACT1





241 CELL CULTURE CORE FACILITY SV IB PT ACT1 RS

242 MICROBIOLOGY STUDENT AREA PC RB PT ACT1

243 RESEARCH MICROBIOLOGY LAB SV IB PT ACT1 RS

244 STERILIZATION AREA SV IB PT ACT1

245 CORE CORRIDOR PC RB PT ACT1

246 BIOMEDICAL EQUIPMENT COREFACILITY

SV IB PT ACT1

247 DARK AREA SV IB PT ACT1

248 RESEARCH CELL/MOLECULARBIO. LAB

SV IB PT ACT1,GC

RS

248B MOLECULAR BIO. STUDENTAREA

MBP

249 BIOMEDICAL ENGINEERINGRESEARCH LAB

PC RB PT ACT1,GC

RS

250 TEACHING LABGEN/HIST/EXPERIMENTALBIOCHEMISTRY

PC RB PT ACT1,GC

RS,MBP

251 REFRIG. ROOM PC RB PT ACT1

251B VEST. PC RB PT ACT1

251C Room

251D Room

252 TEACHING LAB PREP PC RB PT ACT1 RS

253 TEACHING LABCELL/VIROLOGY/DEVELOPMENTBIO

PC RB PT ACT1,GC

RS,MBP

254 PROJECT SCHOLAR CPT RB PT ACT1,GC

MBP

255 MATH/BIOL. CPT RB PT ACT1 RS,MBP

256 TEACHING LAB & PREP.BIOMED. ENGINEERING

PC RB PT ACT1,GC

RS,MBP

257 STOR. PC RB PT ACT1 RS

258 RESEARCH NANO BIO LAB PC RB PT ACT1,GC

259 GOWN PC RB PT ACT1

260 RESEARCH NANO FABRCTN. PC RB PT ACT1

261 CONFERENCE CPT2 WB PT WG

262 DEBRIEFING ROOM CPT RB PT WG MBP

263 ELEC. SC RB PT OPEN

264 STORAGE SC RB PT ACT1

265 WARD LAB LVT RB PT ACT1 RS,MBP

266 NURSING CORRIDOR LVT RB PT ACT1

267 MATERNITY LVT RB PT ACT1 RS,MBP

268 CNTRL. 1 LVT RB PT ACT1 RS

269 PEDIATRIC LVT RB PT ACT1 RS,MBP

270 ADULT 2 LVT RB PT ACT1 RS,MBP

271 CNTRL. 2 LVT RB PT ACT1 RS

272 ADULT 1 LVT RB PT ACT1 RS,MBP

273 ISO. LVT RB PT ACT1 RS

274 JAN. STOR.

275 OFFICE

276 OFFICE

301 PENTHOUSE

FINISH SCHEDULE - DESCRIPTIVE

ROOM# ROOM NAME FLOOR BASE WALLS CEILING MISC.

000 ELEV.

100 VEST. WOC RB PT OPEN

101 VEST. PC,WOC RB PT OPEN



104 NORTH STAIR PC,PT RB PT OPEN

105 SOUTH STAIR PC,PT RB PT OPEN,GC

106 S. CORRIDOR PC,ICC RB PT OPEN

107 E/W CORRIDOR PC,ICC RB PT OPEN

108 N. CORRIDOR PC,ICC RB PT OPEN

109 STUDENT LOUNGE/LOBBY PC,ICC RB PT OPEN

110 WOMEN'S PC RB PCT-1 GC GRT-1, SSM-1,T-PRT, MM

111 MEN'S PC RB PCT-1 GC GRT-1, SSM-1,T-PRT, MM

112 FSI/MOLECULAREVOLUTIONARY BIOLOGYTEACHING LAB

SV IB PT ACT1,GC

RS, MBG

113 FSI PREP. ROOM SV IB PT ACT1 RS

114 EXTRACT. PREP. SV IB PT ACT1 RS

115 PRE PCR SV IB PT ACT1

116 AMP SV IB PT ACT1 RS

117 FSI CORRIDOR SV RB PT ACT1

118 FSI ALS EXAM ROOM SV RB PT ACT1

119 FSI STOR. SV RB PT ACT1

120 TL STYLE CLASSROOM CPT RB PT, AP ACT1,GC

MBG

121 FSI IMPRESSION EVIDENCE LAB STL RB PT ACT1,GC

RS,MBG

122 FSI/MOLECULAR &EVOLUTIONARY BIOLOGYRESEARCH LAB

SV IB PT ACT1,GC

RS

123 DIGITAL EVIDENCE LAB CPT RB PT ACT1,GC

RS

124 DIGITAL EVIDENCE TEACHINGLAB

CPT RB PT ACT1,GC

RS,MBG

125 TL STYLE CLASSROOM CPT RB PT, AP ACT1 RS,MBP

126 OPERATIONS RESEARCHCONSULTING GROUP

CPT RB PT GC MBG

127 BERESFORD ENDOWED CHAIR CPT RB PT ACT1 MBP

128 WHEELCHAIR STOR. CPT RB PT ACT1

129 WHEELCHAIR SIMULATIONPROJECT

CPT RB PT ACT1 MBP

130 OFFICE CPT RB PT ACT1 RS

131 IT SC RB PT OPEN

132 CREIC DATA CENTER DT RB PT ACT1

133 DATA WORK ROOM CPT RB PT ACT1 RS

134 CREIC COLLABORATIVE LAB CPT RB PT ACT1 RS



137 COMPUTER SIMULATIONS CPT RB PT ACT1

138 COMPUTATIONAL CLASSROOM CPT RB PT ACT2

139 STOR. SC RB PT OPEN

140 STOR. SC RB PT OPEN

142 ELEC. SC RB PT OPEN

143 BIO WASTE SC RB PT ACT1

144 CYL. SC RB PT ACT1

145 MECHANICAL SC RB PT OPEN

146 LOADING SC RB PT ACT1

147 LECTURE HALL/SHELTER CPT WB PT, AP ACT2 MBG

148 JAN. PC RB PT ACT1 FRP

149 VEND 1 PC RB PT ACT1

200 2ND FLOOR CORRIDOR PC RB PT OPEN

201 SOUTH STUDY SPACE PC RB PT OPEN

202 N. STUDY SPACE PC RB PT OPEN

203 W. OFFICE CORR. PC RB PT OPEN RSM

204 E. OFFICE CORR. PC RB PT OPEN RSM

205 STUDENT INTERACTIVE SPACE CPT RB PT OPEN

1

1

GLAZING SCHEDULE

1" INSULATED,CLEAR, TEMPERED,LOW-E GLAZING

A

TEMPERED, CLEARGLAZING.1/2" THICKNESS

D

B1/4", BACK PAINTED,TEMPERED,GLAZING

C


GLAZING NOTES

7.5" DEEP CURTAINWALL SYSTEM.BASIS OF DESIGN:KAWNEER 1600

CW-XX-*7.5

6" DEEP CURTAINWALL SYSTEM.BASIS OF DESIGN:KAWNEER 1600

CW-XX-*6

6" DEEP FRONT-SETSTOREFRONTSYSTEM

SF-XX-*6

B.G.BUTT-GLAZEDJOINT

S.S.G.STRUCTURALSILICONEGLAZED MULLION

MNT. SURFACE APPLIEDMUNTIN

G.C. ALUMINUMGLAZING CHANNEL

P.F. ALUMINUM PATCHFITTING

F

WOODSTOP

GLASS DETAIL AT DOOR

SCHED. DIM.

SC

HE

D. D

IM.

NOTE: FIRE GLASS AT RATED DOORS COORD. W/ DOOR SCHEDULE FOR REQUIRED RATING

SCHED. DIM.

SC

HE

D. D

IM.

6" 24"

E

FGL

FULL GLASS LITEFLUSH

AL

SCHED. DIM.

SC

HE

D. D

IM.

MED. STILEALUMINUM

STOERFRONT

SC

HE

D. D

IM.

DIM.SCHED.

SC

HE

D. D

IM.

8"5'

- 1

0"6"

SC

HE

D. D

IM.

SCHED. DIM.

4"

2"

HM-1 HM-2

SC

HE

D. D

IM.

SCHED. DIM.

1 1

/4"

1 1/4"

HM-6

SC

HE

D. D

IM.

SCHED. DIM.

2 3

/4"

4 3/8"

HM-3

SPECIALTYADAMS RITEDOOR FRAME,RE: DETAILSON A10.04

HM-4

SC

HE

D. D

IM.

SCHED. DIM.

1 1

/4"

1 1/4"

@ G

LA

SS

- 3

/A12

.03

3' -

0"

PARTIALADJACENTGLAZING,RE: INTERIOR ELEV.S

UPPER 3' OFLATCH SIDE(RE: PLAN)-"CLOSED BACK"FRAME FORADJACENTBUTT GLAZING

HM-5

SCHED. DIM.

1 1

/4"

1 1/4"

@ G

LA

SS

- 3

/A1

2.0

3

FULLADJACENTGLAZING,RE: INTERIOR ELEV.S

FULL HEIGHTLATCH SIDE(RE: PLAN)-"CLOSED BACK"FRAME FORADJACENTBUTT GLAZING

SC

HE

D. D

IM.

SCHED. DIM.

2"

2"

ST-1

HM-7

SC

HE

D. D

IM.

1 1

/4"

1 1/4"

SC

HE

D. D

IM.

1 1

/4"

SCHED. DIM.

1 1

/4"

1 1/4"

8' -

6"

ADJACENTCLERESTORYGLAZING EACH SIDE,RE: INTERIOR ELEV.S

@ G

LA

SS

- 7

/A1

0.0

21

' - 4

3/4

"

@ G

LA

SS

- 7

/A10

.02

1' -

4 3

/4"

TOP FRAMETO BE "CLOSEDBACK" ASDETAILED IN12/A10.09

SCHED. DIM.

TRANSOM:GLASS IN ALUMINUMSILL & HEAD CHANNEL

HM-8

HM-9

A.F

.F.

4' -

0"

3' -

1 1

/4"

5' - 6"

B

B

CONTROL ROOM WINDOWW/ ONE-WAY FILM

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

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IT F

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S\1

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UC

O S

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M\B

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UN

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30

34

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1543

A12.01

DOOR SCHEDULE,DOORS, & FRAMES

1ST FLOOR DOOR + FRAME SCHEDULE

MARK DESCRIPTION

DOORS FRAMES DETAILS FIRERATING

HW SET- RE:SPEC.S COMMENTSDOOR MAT'L DOOR FINISH ELEV WIDTH HGHT. ELEV FRAME MAT'L FRAME FINISH TYP. JAMB HEAD

001 ELEVATOR DOORS STAINLESS STEEL MILL FINISH MANUF. 4' - 0" 7' - 0" MANUF. STAINLESS STEEL NONE 5 & 9/A10.02 16/A12.03 - PER MANUF.

001.5 ELEVATOR DOORS STAINLESS STEEL MILL FINISH MANUF. 4' - 0" 7' - 0" MANUF. STAINLESS STEEL NONE 6 & 10/A10.02 17/A12.03 - PER MANUF.

002 ELEVATOR DOORS STAINLESS STEEL MILL FINISH MANUF. 4' - 0" 7' - 0" MANUF. STAINLESS STEEL NONE 19/A12.03 18/A12.03 - PER MANUF.

003 ELEVATOR DOORS STAINLESS STEEL MILL FINISH MANUF. 4' - 0" 7' - 0" MANUF. STAINLESS STEEL NONE 19/A12.03 18/A12.03 - PER MANUF. ACCESS CONTROL REQ.D FORPENTHOUSE STOP/ BY MANUF.

100A PAIR ALUMINUM & GLASS KYNAR FINISH AL 3' - 0" 8' - 0" ALUMINUM KYNAR FINISH 5/A12.03 14/A10.09 - 1.0

100B PAIR ALUMINUM & GLASS KYNAR FINISH AL 3' - 0" 8' - 0" ALUMINUM KYNAR FINISH 11/A9.01 13/A10.09 - 8.0

101A PAIR ALUMINUM & GLASS KYNAR FINISH AL 3' - 0" 8' - 0" ALUMINUM KYNAR FINISH 5/A12.03 14/A10.09 - 1.0

101B PAIR ALUMINUM & GLASS KYNAR FINISH AL 3' - 0" 8' - 0" ALUMINUM KYNAR FINISH 11/A9.01- SIM. 13/A10.09 - 8.0

102A PAIR ALUMINUM & GLASS KYNAR FINISH AL 3' - 0" 8' - 0" ALUMINUM KYNAR FINISH 10 & 11/A9.05 14/A10.09 - 1.0

102B PAIR ALUMINUM & GLASS KYNAR FINISH AL 3' - 0" 8' - 0" ALUMINUM KYNAR FINISH 15/A9.05 13/A10.09 - 8.0

103A PAIR ALUMINUM & GLASS KYNAR FINISH AL 3' - 0" 8' - 0" ALUMINUM KYNAR FINISH 8 & 12/A9.02 14/A10.09 - 1.0

103B INTERIOR PAIR ALUMINUM & GLASS KYNAR FINISH AL 3' - 0" 8' - 0" ALUMINUM KYNAR FINISH 11/A9.01 13/A10.09 - 8.0

104A INTERIOR PAIR HOLLOW METAL PAINTED F 8' - 0" 10' - 0" HM-3 HOLLOW METAL PAINT 1 & 7 A10.04 11/A10.04 1 HR 21.0 MAGNETIC HOLD-OPENS

104B EXTERIOR, SINGLE ALUMINUM & GLASS KYNAR FINISH AL 3' - 0" 8' - 0" ALUMINUM KYNAR FINISH 10/A9.05 14/A10.09 - 2.0

104C INTERIOR PAIR HOLLOW METAL PAINTED F 6' - 0" 10' - 0" HM-3 HOLLOW METAL PAINT 8/A10.04 12/A10.04 1 HR 21.0 MAGNETIC HOLD-OPENS

110A INTERIOR, PUBLIC RESTROOM FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 19.0


112A INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 3' - 6" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 11.0

112B INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 3' - 6" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 11.0

112C INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-4 HOLLOW METAL PAINT 2 & 3/A12.03 1/A12.03 - 10.0

112D INTERIOR, SINGLE FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 17.0

113A INTERIOR, SINGLE FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 17.0

114A INTERIOR, SINGLE FLUSH PANEL WOOD W GLASS LITE STAINED & SEALED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 17.0



116B INTERIOR, SINGLE FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 10.0


119A INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 13.0 SECURE LOCKING- GUN STORAGE





121C INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-4 HOLLOW METAL PAINT 2 & 3/A12.03 1/A12.03 - 10.0

121D INTERIOR, SINGLE FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 17.0















134C INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 3' - 6" 8' - 4 3/4" HM-5 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 11.0




138A INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-5 HOLLOW METAL PAINT 2 & 3/A12.03 1/A12.03 - 11.0








146A INTERIOR PAIR FLUSH PANEL WOOD STAINED & SEALED F 6' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 7.0

146B EXTERIOR, PAIR INSULATED H.M. PAINTED F 6' - 0" 7' - 0" HM-2 HOLLOW METAL PAINT 9/A12.03 8/A12.03 - 3.0

147A INTERIOR, SINGLE- STORMSHELTER

HOLLOW METAL PAINTED F 3' - 0" 7' - 0" ST-1 HOLLOW METAL PAINT 6/A10.01 6/A12.03 2 HR 20.0 STORM HARDWARE + MAGNETICHOLD OPENS

147B INTERIOR, SINGLE- STORMSHELTER

HOLLOW METAL PAINTED F 3' - 0" 7' - 0" ST-1 HOLLOW METAL PAINT 7/A12.03 6/A12.03 2 HR 20.0 STORM HARDWARE + MAGNETICHOLD OPENS

147C LARGE SLIDING WOOD DOOR FLUSH PANEL WOOD STAINED & SEALED F 8' - 3" 10' - 0" NONE NONE NONE 16/A10.01 4/A8.06 NEEDHARDWARE


DOOR ELEVATIONSDOOR ELEVATIONSDOOR ELEVATIONSDOOR ELEVATIONS

2ND FLOOR & PENTHOUSE DOOR + FRAME SCHEDULE

MARK DESCRIPTION

DOORS FRAMES DETAILS FIRERATING

HW SET- RE:SPEC.S COMMENTSDOOR MAT'L DOOR FINISH ELEV WIDTH HGHT. ELEV FRAME MAT'L FRAME FINISH TYP. JAMB HEAD

204A INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD W GLASS TRANSOM STAINED & SEALED F 2' - 0" 7' - 0" HM-7 HOLLOW METAL PAINT 2/A12.03 12/A10.09 - 16.0




210 INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD W GLASS TRANSOM STAINED & SEALED F 3' - 0" 7' - 0" HM-7 HOLLOW METAL PAINT 2/A12.03 12/A10.09 - 15.0









CW-10

CW-11

CW-01

CW-02

CW-32

CW-33

CW-22

CW-23

HOLLOW METAL &HOLLOW METAL &HOLLOW METAL &HOLLOW METAL &

STEEL FRAME ELEVATIONSSTEEL FRAME ELEVATIONSSTEEL FRAME ELEVATIONSSTEEL FRAME ELEVATIONS

CW-25

WHOLE SHEET RE-ISSUE

1

F

WOODSTOP

GLASS DETAIL AT DOOR

SCHED. DIM.

SC

HE

D. D

IM.

NOTE: FIRE GLASS AT RATED DOORS COORD. W/ DOOR SCHEDULE FOR REQUIRED RATING

SCHED. DIM.

SC

HE

D. D

IM.

6" 24"

E

FGL

FULL GLASS LITEFLUSH

AL

SCHED. DIM.

SC

HE

D. D

IM.

MED. STILEALUMINUM

STOERFRONT

SC

HE

D. D

IM.

DIM.SCHED.

SC

HE

D. D

IM.

8"5'

- 1

0"6"

GLAZING SCHEDULE


A


D


C


GLAZING NOTES


CW-XX-*7.5


CW-XX-*6


SF-XX-*6






SC

HE

D. D

IM.

SCHED. DIM.

4"

2"

HM-1 HM-2

SC

HE

D. D

IM.

SCHED. DIM.

1 1

/4"

1 1/4"

HM-6

SC

HE

D. D

IM.

SCHED. DIM.

2 3

/4"

4 3/8"

HM-3

SPECIALTYADAMS RITEDOOR FRAME,RE: DETAILSON A10.04

HM-4

SC

HE

D. D

IM.

SCHED. DIM.

1 1

/4"

1 1/4"

@ G

LA

SS

- 3

/A12

.03

3' -

0"

PARTIALADJACENTGLAZING,RE: INTERIOR ELEV.S

UPPER 3' OFLATCH SIDE(RE: PLAN)-"CLOSED BACK"FRAME FORADJACENTBUTT GLAZING

HM-5

SCHED. DIM.

1 1

/4"

1 1/4"

@ G

LA

SS

- 3

/A1

2.0

3

FULLADJACENTGLAZING,RE: INTERIOR ELEV.S

FULL HEIGHTLATCH SIDE(RE: PLAN)-"CLOSED BACK"FRAME FORADJACENTBUTT GLAZING

SC

HE

D. D

IM.

SCHED. DIM.

2"

2"

ST-1

HM-7

SC

HE

D. D

IM.

1 1

/4"

1 1/4"

SC

HE

D. D

IM.

1 1

/4"

SCHED. DIM.

1 1

/4"

1 1/4"

8' -

6"

ADJACENTCLERESTORYGLAZING EACH SIDE,RE: INTERIOR ELEV.S

@ G

LA

SS

- 7

/A1

0.0

21

' - 4

3/4

"

@ G

LA

SS

- 7

/A10

.02

1' -

4 3

/4"

TOP FRAMETO BE "CLOSEDBACK" ASDETAILED IN12/A10.09

SCHED. DIM.

TRANSOM:GLASS IN ALUMINUMSILL & HEAD CHANNEL

HM-8

HM-9

A.F

.F.

4' -

0"

3' -

1 1

/4"

5' - 6"

B

B

CONTROL ROOM WINDOWW/ ONE-WAY FILM

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A12.02

DOOR SCHEDULE,DOORS, & FRAMES

2ND FLOOR & PENTHOUSE DOOR + FRAME SCHEDULE- (CONTINUED)

MARK DESCRIPTION

DOORS FRAMES DETAILS

FIRERATING

HW SET- RE:SPEC.S COMMENTSDOOR MAT'L DOOR FINISH ELEV WIDTH HGHT. ELEV FRAME MAT'L

FRAMEFINISH TYP. JAMB HEAD




























244C INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 2' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 12.0








248C INTERIOR, SINGLE FLUSH PANEL WOOD W GLASS LITE STAINED & SEALED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 17.0





251A INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD PAINTED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 10.0 CLAD CORRIDOR SIDE IN AALTROPLASTIC PANELING TO MATCHADJACENT WALL









258A INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-5 HOLLOW METAL PAINT 2 & 3/A12.03 1/A12.03 - 11.0

259A INTERIOR, SINGLE FLUSH PANEL WOOD W GLASS LITE STAINED & SEALED FGL 3' - 6" 7' - 11/4"

HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 16.0

260A INTERIOR, SINGLE FLUSH PANEL WOOD W GLASS LITE STAINED & SEALED FGL 3' - 6" 7' - 11/4"

HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 17.0



263A FOLDING PANEL DOOR FLUSH PANEL WOOD PAINTED 13/A7.08 22' - 0" 7' - 0" NONE - - 12 &13/A12.03

11/A12.03 - NEEDHARDWARE

LOCKABLE SLIDING DOORS- ELEC.PANEL ACCESS












274 INTERIOR, SNGL, KEYED LOCK FLUSH PANEL WOOD STAINED & SEALED F 3' - 0" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 12.0



301A EXTERIOR, SINGLE INSULATED HOLLOW METAL PAINTED F 3' - 6" 7' - 0" HM-8 HOLLOW METAL PAINT 8/A9.06 8/A 9.06 SIM - 4.0

301B EXTERIOR, SINGLE INSULATED HOLLOW METAL- CLAD INALUMINUM PANEL

PAINTED F 3' - 6" 7' - 0" HM-8 HOLLOW METAL CLAD ALUMPANEL

8/A9.06 8/A 9.06 SIM - 5.0

301C EXTERIOR, SINGLE INSULATED HOLLOW METAL PAINTED F 3' - 6" 7' - 0" HM-8 HOLLOW METAL PAINT 15/A9.06 15/A9.06 SIM - 4.0

301D EXTERIOR, SINGLE- HALF DOOR HOLLOW METAL- CLAD IN ALUMINUMPANEL

PAINTED F 3' - 6" 4' - 0" HM-8 HOLLOW METAL CLAD ALUMPANEL

2/A9.06 2/A9.06 SIM - 5.1

301E INTERIOR, SNGL, ELEV. EQ. HOLLOW METAL PAINTED 3 4' - 0" 7' - 0" HM-8 HOLLOW METAL PAINT 2/A12.03 1/A12.03 1.5 HR 4.0

301F INTERIOR, SINGLE FLUSH PANEL WOOD STAINED & SEALED 3 3' - 6" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 5.0

301G INTERIOR, SINGLE FLUSH PANEL WOOD STAINED & SEALED 3 3' - 6" 7' - 0" HM-1 HOLLOW METAL PAINT 2/A12.03 1/A12.03 - 4.0

DOOR ELEVATIONSDOOR ELEVATIONSDOOR ELEVATIONSDOOR ELEVATIONS

HOLLOW METAL &HOLLOW METAL &HOLLOW METAL &HOLLOW METAL &

STEEL FRAME ELEVATIONSSTEEL FRAME ELEVATIONSSTEEL FRAME ELEVATIONSSTEEL FRAME ELEVATIONS

1 HR

1 HR


1

PARTITION THICKNESS VARIES, ASSCHEDULED- SEE PARTITION TYPES

HOLLOW METAL FRAMEAS SCHEDULED

DOOR AS SCHEDULED

LT. GAUGE MTL. "BOX-HEADER"@ OPENINGS, UNLESS OTHERWISENOTED (TYP.)

RE

: S

CH

ED

.

SEE PARTITION TYPES

AS SCHEDULED

PARTITION THICKNESSVARIES, AS SCHEDULED

HOLLOW METAL FRAMEAS SCHEDULED

DOOR AS SCHEDULED

DOUBLE-STUDS @ JAMB,TYPICAL

0' -

0 1

/2"

0' -

0 1

/2"

INTERSECTING PARTITION(SHOWN DASHED)WHERE APPLICABLE,SEE PLANS

0' - 4"

RE: SCHED.

SE

E P

AR

TIT

ION

TY

PE

S

AS

SC

HE

DU

LE

D

1" GYPSUM BOARDSHAFT LINERPANELS

2.5" C-H STUDS

2.5" METAL STUDS

7'-0

" C

LE

AR

OP

EN

ING

CONCRETE WALL

7/8" FURRINGCHANNELS

5/8" GYP BOARD

7'-0

" C

LE

AR

OP

EN

ING

0' - 0 5/8" 0' - 0 7/8"0' - 8"

0' -

0 5

/8"

0' -

0 7

/8"

0' -

8"

4'-0" CLEAR OPENING

CONCRETE WALL

7/8" FURRINGCHANNELS

5/8" GYP BOARD

4'-0" CLEAR OPENING

1" GYPSUM BOARDSHAFT LINERPANELS

2.5" C-H STUDS

2.5" METAL STUDS

5/8" GYPSUM BOARD

AIR

SP

AC

E A

S P

ER

WA

LL

TY

PE

8A

& 8

B/A

7.0

1

CONCRETESHELTERWALL

GROUT-FILLED STEELFRAME AS SCHEDULED

STORM SHELTERDOOR AS SCHEDULED

0' -

2"

0' - 0 7/8" 1' - 0"0' - 0 7/8"

0' - 5 3/4"

CONCRETESHELTERWALL

GROUT-FILLED STEELFRAME AS SCHEDULED

STORM SHELTERDOOR AS SCHEDULED

0' -

2"

0' - 0 7/8" 1' - 0"0' - 0 7/8"

0' - 5 3/4"

CONCRETE ANCHOR

SCHEDULED DOOR

7" ADA-COMPLIANTALUMINUM THRESHOLD

SEALANT

INTERIOR SLAB

SLOPE EXT. CONC. 1/2" OFFSET

DOOR SWEEP / SHOEPAINTED TO MATCH DOOR

LINE OF BLDG. BEYOND

SEALANT

EXTERIOR SLAB

DOOR ASSCHEDULED

CONT. SEALANT

MONOLITHICGLASS CENTEREDON WALL.THCKNSS PERGLZNG SCHED.

ALUM GLAZINGCHANNEL BELOW

H.M. FRAME WITHNARROW RABBET ANDCLOSED BACK ALUMINUM JAMB

SCHEDULEDGLASS

DOOR STILE

SCHEDULEDGLASS

FR

AM

E D

EP

TH

AS

PE

R A

LU

MIN

UM

FR

AM

E E

LE

VA

TIO

NS

CLERESTORY HEAD @ H.M. FRAME(JAMB SIMILAR)

1/2" TEMPERED GLASS

DOOR FRAME HEAD/CLERESTORY SILL

H.M. FRAME WITH NARROW RABBETH.M. GLAZING STOP ON ROOM SIDEOF FRAME

H.M. GLAZING STOP ON ROOM SIDEOF FRAME

H.M. FRAME WITH NARROW RABBET

7'-1-1/4" A.F.F.UNLESS SCHEDULED OTHERWISE

SCHEDULED DOOR

5/8" GYPSUM BOARD

DOOR AS SCHEDULED

0' - 8 1/8"

0' -

4"

HOLLOW METAL FRAME

LT. GAUGE MTL. "BOX-HEADER"@ OPENINGS, UNLESS OTHERWISENOTED (TYP.)

STEEL ANGLE LINTEL @ OPENING

WEEPS @ HEADER

EXTERIOR SHEATHING

VAPOR BARRIER

MORTAR NET

FLASHING

DOOR AS SCHEDULED

0' - 8 1/8"

HOLLOW METAL FRAME

LT. GAUGE MTL. JAMB@ OPENINGS, UNLESS OTHERWISENOTED (TYP.)

STEEL ANGLE LINTEL @ OPENING

EXTERIOR SHEATHING

VAPOR BARRIER

BRICK VENEER

0' -

2"

0.38" DIAMETER

BY DISTRIBUTORHANGER RODS

MODERNFOLD ORDISTRIBUTOR

BY MODERNFOLD

HANGER BRACKET

STEEL, 4-WHEELBALLBEARINGTROLLEYS

VINYL TOP SEAL

BAFFLE MUST BE

NOTCHED @ HANGERRODS, NOTCH NOT BY

ALUMINUM GUIDE RAIL

#17 STEEL TRACK AND

PREPAINTED WHITE

FA

BR

ICA

TIO

N H

EIG

HT

FIN

ISH

ED

OP

EN

ING

HE

IGH

T

FINISHED

FLOOR

FINISHED

OPENING

4"

TRACK

4.25"

.75"

MIN

.

PROVIDES 2" OPERATING

CRANK OPERATEDBOTTOM SEAL

(+.50" OR -1.50")CLEARANCE

CONNECT TO6" WIDE STRUCTURALBEAM ABOVEWITHIN WALL

0' - 6"

PE

R S

TR

UC

T.

ALUMINUM ASTRAGAL

VINYL BULB SEAL

CLOSURE PANEL

WALL CHANNEL WRAPPEDWITH MATERIAL

HINGED JAMB

JAMB WRAPPEDWITH MATERIAL

OVAL HEAD SCREWWITH FINISH WASHER

JAMB WRAPPEDWITH MATERIAL

JAMB

BUTT HINGE

HINGED PANEL JOINTSheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A12.03

DOOR DETAILS

SCALE: 3" = 1'-0"A12.03

1HM HEAD - TYP. INT.DETAIL

SCALE: 3" = 1'-0"A12.03

2HM JABM - TYP. INT.DETAIL

SCALE: 3" = 1'-0"A12.03

16ELEVATOR DOOR HEAD& SILL @ SHAFT LINER

SCALE: 3" = 1'-0"A12.03

15ELEVATOR DOOR HEAD& SILL @ CONC. SHAFT

SCALE: 3" = 1'-0"A12.03

17 ELEVATOR DOOR JAMBS @ CONC. SHAFT

SCALE: 3" = 1'-0"A12.03

18 ELEVATOR DOOR JAMBS @ SHAFT LINER

SCALE: 3" = 1'-0"A12.03

6DETAIL @ STORMDOOR HEAD

SCALE: 3" = 1'-0"A12.03

7DETAIL @ STORMDOOR JAMB

SCALE: 3" = 1'-0"A12.03

4 EXT. DOOR SILL DETAILSCALE: 3" = 1'-0"A12.03

3HM JAMB WITHABUTTING SIDELIGHT

SCALE: 3" = 1'-0"A12.03

5 ALUM DOOR JAMB

SCALE: 3" = 1'-0"A12.03

10 HM HEAD - TRANSOMSCALE: 3" = 1'-0"A12.03

8 DOOR HEAD @ BRICKSCALE: 3" = 1'-0"A12.03

9 DOOR JAMB @ BRICK

SCALE: 3" = 1'-0"A12.03

11 DOOR HEAD- FOLDING

SCALE: 3" = 1'-0"A12.03

12 FOLDING HINGED JAMB

SCALE: 3" = 1'-0"A12.03

13 FOLDING FIXED JAMB


1

GLAZING SCHEDULE


A


D


C


GLAZING NOTES


CW-XX-*7.5


CW-XX-*6


SF-XX-*6






13' -

4"

26' - 3 1/8"

CW-10 - *6

5' -

2 3

/4"

8' -

1 1

/4"

B.G

.B

.G.

2' - 6 1/2" 3' - 1 1/4" 3' - 1 1/4" 2' - 10" 3' - 11" 3' - 11" 3' - 11" 2' - 11 1/8"

S.S.G.

A.

A.

S.S.G.

A.

A.

S.S.G.

A.

A.

S.S.G.

A.

A.

S.S.G.

A.

A.

S.S.G.

A.

A.

A.A.

8' -

0"

CW-09

13' -

4"

- *6

8' -

1 1

/4"

5' -

2 3

/4"

S.S.G.

A.

A.

B.G

.B

.G.

4' - 3 1/2"

1ST FLOOR0' - 0"

13' -

4"

4' - 0"

CW-08

9' -

2 3

/4"

4' -

1 1

/4"

S.S.G.

A.

A.

S.S.G.

S.S.G.

- *7.5

"T" MNT.

CW-11

- *6

C.

C.

C. C. C.

C.

15' -

6 1

/2"

7' -

5 1

/4"

8' -

1 1

/4"

8' -

0"

B.G

.

G.C.

G.C.

G.C.

G.C.

P.F. P.F.

B.G

.B

.G.

2' - 2 1/2" 6' - 2 1/2" 2' - 10"

11' - 3"

CW-12 - *6

C.

C.

G.C.

G.C.

P.F.

B.G

.B

.G.

C.

C.

G.C.

G.C.

P.F.P.F.

8' - 4 3/4"

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

8' -

1 1

/4"

5' -

2 3

/4"

13' -

4"

1ST FLOOR0' - 0"

2ND FLOOR16' - 0"

CW-01

30' -

0"

8' -

0"

8' -

1 1

/4"

8' -

0"

10' -

0"

3' -

10

3/4"

13' - 6 3/4"

1' - 10" 3' - 1 1/4" 3' - 1 1/4" 2' - 8 1/2" 2' - 9 3/4"

S.S.G. S.S.G.S.S.G.

A. A. A. A.A.

A. A. A. A.A.

A. A.A.

S.S.G. S.S.G.S.S.G. S.S.G.S.S.G.

- *7.5

5' -

2 1

/8"

1' -

0"

1' -

10"

(CANOPY)

S.S.G. S.S.G.S.S.G. S.S.G.S.S.G.

A. A. A. A.A.

A. A. A.A.

1

CW-02 - *6

14' -

6 1

/4"

8' -

1 1

/4"

6' -

5"

8' -

0"

10' - 0"

1' - 10 3/4"6' - 2 1/2"

1' - 10 3/4"

C. C.

B.G

.

P.F.

G.C.G.C.

G.C.G.C.

P.F.

C.C.

C.C.

2ND FLOOR16' - 0"

CW-03

13' - 3 7/8"

30' -

0"

14' -

0"

A.A.A. A.

- *7.5

13' -

10

3/4"

12' -

0"

4' -

1 1

/4"

S.S.G.S.S.G.S.S.G. S.S.G.

S.S.G.S.S.G. S.S.G.

S.S.G.S.S.G. S.S.G.

S.S.G.S.S.G.S.S.G. S.S.G.

9' - 4 1/4" 3' - 11 5/8"

EQEQEQ

13' - 4"

S.S.G.

S.S.G.S.S.G. S.S.G.

A.A.A. A.

A.A.A.

A.A.A.

2ND FLOOR16' - 0"

CW-05

A.

S.S.G.

- *7.5

13' - 4"

A.

A.

S.S.G.

S.S.G.

S.S.G.

3' - 5 1/2" 3' - 5 1/2" 3' - 5 1/2" 3' - 5 1/2"

2' -

9 1

/4"

12' -

0"

4' -

10

3/4"

19' -

8"

A.

S.S.G.

A.

A.

S.S.G.

S.S.G.

S.S.G.

A.

S.S.G.

A.

A.

S.S.G.

S.S.G.

S.S.G.

A.

S.S.G.

A.

A.

S.S.G.

S.S.G.

S.S.G.

B.G

.B

.G.

B.G

.

A.

S.S.G.

A.

S.S.G.

A.

S.S.G.

A.

S.S.G.

A.

S.S.G.

A.

S.S.G.

A.

S.S.G.

A.

S.S.G.

A.

S.S.G.

A.

S.S.G.

A.

S.S.G.

13' - 9 7/8"38' - 7 1/2"

3' - 5 1/2" 3' - 6 1/4" 3' - 6 1/4" 3' - 6 1/4" 3' - 6 1/4" 3' - 6 1/4" 3' - 6 1/4" 3' - 6 1/4" 3' - 6 1/4" 3' - 6 1/4" 3' - 6 1/4"

1ST FLOOR0' - 0"

CW-04

A.

A.

A.

A.

A.

A.

A.

A.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

13' -

4"

9' -

2 3

/4"

4' -

1 1

/4"

13' - 9 3/4"

3' - 5 1/2" 3' - 5 1/2" 3' - 5 1/2" 3' - 5 1/2"

- *7.5

B.G

.B

.G.

2ND FLOOR16' - 0"

CW-06

19' -

8"

33' - 0"

4' -

10

3/4"

12' -

0"

2' -

9 1

/4"

4' - 0 3/8"

A.

S.S.G.

S.S.G.

B.G

.B

.G.

B.G

.

S.S.G.

A.

A.

S.S.G.

- *7.5

13' - 4"

1ST FLOOR0' - 0"

CW-07

4' - 0"

4' -

10

3/4"

12' -

0"

12' -

0"

4' -

1 1

/4"

33' -

0"

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

- *7.5

"T" MNT.

2ND FLOOR16' - 0"

CW-13 - *7.5

13' - 4"

19' -

8"

4' -

10

3/4"

12' -

0"

2' -

9 1

/4"

4' - 0"

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

"T" MNT.

CW-14 - *7.5

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

12' - 0"

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

4' -

10

3/4"

12' -

0"

2' -

9 1

/4"

19' -

8"

CW-15- *7.5

4' - 1 3/4" 4' - 1 3/4" 3' - 11" 3' - 11" 3' - 11"

4' -

10

3/4"

12' -

0"

2' -

9 1

/4"

19' -

8"

20' - 0 1/2"

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

"T" MNT. "T" MNT.

CW-16 - *7.5

4' -

10

3/4"

12' -

0"

2' -

9 1

/4"

19' -

8"

8' - 0"

4' - 0" 4' - 0"

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

S.S.G.

S.S.G.

A.

A.

S.S.G.

2ND FLOOR16' - 0"

CW-17 - *7.5

4' -

11

5/8"

11' -

4 3

/8"

8"

17' -

0"

4' - 0"

A.

S.S.G.

A.

S.S.G.

"T" MNT.

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

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Pkw

y.

Ash

lan

d, V

A 2

30

05

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8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt


UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

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, O

K 7

30

34

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O S

TEM

TEA

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AN

D R

ESEA

RC

H C

EN

TER

1543

A12.04

ALUMINUM FRAMEELEVATIONS

SCALE: 1/4" = 1'-0"A12.04

1 CURTAIN WALL FRAME ELEVATIONS

GLAZING SCHEDULE


A


D


C


GLAZING NOTES


CW-XX-*7.5


CW-XX-*6


SF-XX-*6






2ND FLOOR16' - 0"

1213

CW-34

16' -

5 3

/8"

68' - 1"

4' - 0"4' - 0"4' - 0"4' - 0" 3' - 11 1/8"3' - 11 1/8"3' - 11 1/8"3' - 11 1/8"3' - 11 1/8"3' - 11 1/8"3' - 11 1/8"

16' - 0" 27' - 6" 12' - 4"

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

12' - 3"

4' - 1"4' - 1"4' - 1"

CLE

RE

ST

OR

Y

2' -

0"

30' - 0"

2' -

6 5

/8"

13' -

10

3/4"

A.

S.S.G.

A.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

A.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

MN

T.

A.

A.

A.

A.

A.

A.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

S.S.G.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

A.

- *7.5

1ST FLOOR0' - 0"

CW-36

13' -

4"

- *7.5

10' -

1 1

/4"

3' -

2 3

/4"

2' - 0"

A.

S.S.G.

A.

A.

S.S.G.

A.

MN

T.

MN

T.

13' - 4"

CW-35

16' -

5 3

/8"

4' - 0"

2' -

6 1

/2"

10' -

0"

3' -

10

7/8"

CLE

RE

ST

OR

Y

2' -

0"

2' - 0" 2' - 0"

A.

S.S.G.

A.

S.S.G.

A.

A.

S.S.G.

A.

S.S.G.

A.

MN

T.

MN

T.

MN

T.

- *7.5 CW-37

5 3/

4"12

' - 1

0 1/

4"

4' - 0"

- *7.5

2' - 0" 2' - 0"

13' -

4"

9' -

6 1

/4"

3' -

4"

A.

S.S.G.

A.

A.

S.S.G.

A.

MN

T.

MN

T.

PENTHOUSE32' - 6"

B.

"T" MNT.

PENTHOUSE32' - 6"

PENTHOUSE32' - 6"

PENTHOUSE32' - 6"

B.

"T" MNT.

UPPER 1ST FLOOR3' - 0"

CW-38

1 1/

4"10

' - 2

3/4

"

4' - 0"

2' - 0" 2' - 0"

7' -

0"

3' -

2 3

/4"

13' - 4"

- *7.5

A.

S.S.G.

A.

A.

S.S.G.

A.

MN

T.

MN

T.

SF-01

2' -

0"

14' - 11 1/8"

- *6

11' - 4"

5' - 8 3/8"9' - 2 3/4"

A.

B.G.

A.

SF-02

2' -

0"

31' - 6 3/4"

- *6

7' - 5 1/4" 6' - 10 3/4" 10' - 4" 6' - 10 3/4"

A.A.

B.G. B.G.B.G.

B.G.A.A.

CW-41 - *7.5

(SOUTH 2ND FLOOR CLERESTORY)

52' - 6 1/4"

4' - 5 3/4" 4' - 0" 6' - 10" 8" 6' - 10" 4' - 0" 6' - 0" 8" 6' - 0" 4' - 0" 9' - 0 1/2"

2' -

0"

A.

B.G.

CENTER MULLION(FRAMES INTOWINDOW BELOW)


B.G. B.G. B.G. B.G. B.G. B.G. B.G.B.G. B.G.

A. A. A. A. A. A. A. A.

GAP FOR DOWNSPOUTGOING INTO WALL


30' - 0"

CW-39 - *7.5

(WEST 2ND FLOOR CLERESTORY)

2' -

0"

30' - 0" A.

B.G.B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G.B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G. B.G.

A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A. A.

227' - 4 3/4"

7' - 4 1/8" 7' - 3 7/8" 5' - 4 3/8" 8" 5' - 4 3/8" 4' - 0" 11' - 0" 4' - 0" 5' - 2" 8" 5' - 2" 4' - 0" 6' - 0" 10' - 0" 7' - 11 5/8" 7' - 10 1/4" 7' - 10 1/4" 7' - 10 1/4" 8' - 1 5/8" 8' - 2 1/2" 10' - 2 1/2" 4' - 8" 4' - 0" 5' - 4" 8" 5' - 4" 4' - 0" 10' - 8" 4' - 0" 5' - 4" 8" 5' - 4" 4' - 0" 11' - 4" 4' - 0" 5' - 4" 8" 5' - 3" 4' - 0" 8' - 8"





(CW-34 BELOW)CENTER MULLION (FRAMESINTO CW-34 BELOW)


CW-40 - *7.5

(NORTH 2ND FLOOR CLERESTORY)

2' -

0"

52' - 5 1/4"

3' - 5" 8' - 10 5/8" 8' - 10 5/8" 7' - 5 1/4" 6' - 10 3/4" 10' - 4" 6' - 7"

A.

B.G.

A.A.A.A.A.

B.G.B.G.B.G.B.G.B.G.

30' - 0" A.B.G.

Sheet:

Job No.

Date Issued:

STA

TEOF OKLAHO

MA

LICE

NSED ARCHI T

ECT

Randall LynnElliott

Oklahoma City,Okla.

No. 1592

ate

s A

rch

Eott +

Assoc

li

ilte

cts

iO

kla

hom

a35

405

232

Harr

ison

9554

Ave

nue

City,

04

17

3

OK

Revisions:

11-10-16

+1

179

8 N

ort

h L

ake

rid

ge

Pkw

y.

Ash

lan

d, V

A 2

30

05

Te

l. 8

04

.22

8.7

47

3w

ww

.mw

larc

hitects

.com

McC

lare

n, W

ilso

n &

Law

rie, Inc.

C:\U

sers

\Ben B

utler.

EA

AC

OR

P\D

eskto

p\L

OC

AL R

EV

IT F

ILE

S\1

9-

UC

O S

TE

M\B

EN

S_U

CO

ST

EM

.rvt

UN

IVERSIT

Y O

F C

EN

TRA

L O

KLA

HO

MA

10

0 N

ORTH

UN

IVERSIT

Y D

RIV

E ED

MO

ND

, O

K 7

30

34

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RC

H C

EN

TER

1543

A12.06

ALUMINUM FRAMEELEVATIONS

SCALE: 1/4" = 1'-0"A12.06

1 CURTAIN WALL FRAME ELEVATIONS

SCALE: 1/8" = 1'-0"A12.06

3 BACK-PAINTED GLASS AT ROOF ELEMENTS (TOWERS & SCREENS)

SCALE: 1/4" = 1'-0"A12.06

2 STOREFRONT FRAME ELEVATIONS

NOTE: THESE CLERESTORY FRAMES SHOWN AT 1/8"=1'-0" DUE TO LENGTH

DEBRIEFING ROOM262

ELEC.263

STORAGE264

MATERNITY267

CNTRL. 1268

PEDIATRIC269

ADULT 2270

CNTRL. 2271

ADULT 1272

ISO.273

WARD LAB265

NURSING CORRIDOR266

LS-2SS 36"

PLPL

PLPL

14 15 16 17 18

H

J

K

L

M

LS-1SS

34"

NU1

NU2

NU1 NU1 NU1

NU1NU1NU1NU1

NU1 NU1

NU1

NU1

CG CG

CG CG

SH6024 SH6024 SH6024

SH6024SH6024SH6024

WHEELCHAIR STORAGE AREA

NU4

NU4NU4 NU4 NU4

NU3 NU4

NU4

NU5

NU4

NU4 NU4 NU4 NU4

B30-1 DB18-1

SB36-ADA

SB36

-1

30"30"

2' - 0"

KSD7

2B2

1-4

2' - 0"

DB24

-8DB

24-8

WC2

4-1R

H

KSD7

2B2

1-4

DB24

-8

KSD7

2B2

1-4

DB24

-8DB

24-8

WC2

4-1L

H

KSD7

2B2

1-4

DB24

-8

WC2

4-1L

H

WC2

4-1R

H

2' - 0" 2' - 0"

TC30-2B

TC30-2B TC30-2B TC18-2BRH

PTD

PTD

L5.031

L5.033

L5.032 L5.03

2

L5.031

L5.032

PLPL

PL

PL

CCR

CCR

L5.032

19

TYP. ATNU3

2' - 6" 2' - 6" 2' - 6" 2' - 6"

10' - 2 1/2" 7' - 6" 7' - 6" 7' - 6"

1' -

6"2'

- 0"

2' -

4"2'

- 6"

2' -

6"5'

- 0"

2' - 0" 2' - 6" 2' - 6"

2' - 6" 2' - 6" 2' - 6" 2' - 6"

7' - 6" 7' - 6" 7' - 6" 2' - 8"

2' - 0"

L5.017

TYP

15

15

KS60

4L5.03

4L5.00

TYP

1 1

Sheet:

Job No.

Date Issued:

ates

Arc

hE

ott +

Ass

ocl

iil

tect

si

Okl

ahom

a35 40

523

2H

arris

on 9554

Aven

ueC

ity,

04173

OK

Revisions:

11-10-16

+11

798

Nor

th L

aker

idge

Pkw

y.As

hlan

d, V

A 23

005

Tel.

804.

228.

7473

ww

w.m

wla

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s.co

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McCl

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, Wils

on &

Lawr

ie, In

c.

STA

T EOF OK L AHOM

A

LI C

E N S E D ARCHI T

ECT

Russell HunterMcElroy

No. 6823

C:\U

sers

\Ann

eVig

\Des

ktop

\Rev

it Lo

cal F

iles\

CEN

TRAL

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Addendum #3 12/6/161

UN

IVER

SITY

OF

CEN

TRA

L O

KLA

HO

MA

100 N

ORT

H U

NIV

ERSI

TY D

RIV

E

UC

O S

TEM

TEA

CH

ING

AN

D R

ESEA

RCH

CEN

TER

1543

L2.05

ENLARGED 2ND FLOORLAB PLAN

1/4" = 1'-0"L2.051 ENLARGED 2ND FLOOR LAB PLAN - AREA 4

KEYNOTES1 ACID VENT, REFER TO MECHANICAL DRAWINGS.2 DECK MOUNTED QUAD NG TURRET, REFER TO

SPECIFICATION 123553.3 3" DIA EXHAUST CONNECTION THROUGH WALL INTO

BACK OF CABINET, REFER TO MECHANICAL DRAWINGS.4 GAS MANIFOLD AT 66" AFF, REFER TO PLUMBING

DRAWINGS.5 COUNTERTOP ELEVATION TRANSITION POINT, PROVIDE

EPOXY BACKSPLASH BETWEEN LEVELS.6 PEDESTAL ELECTRICAL RECEPTACLE, REFER TO

ELECTRICAL DRAWINGS.7 OMIT KNEE SPACE PANEL AT EQUIPMENT LOCATION,

OPEN TO WALL.8 BELOW COUNTER ELECTRICAL RECEPTACLE

RECESSED INTO SERVICE CLOSURE PANEL, REFER TOELECTRICAL DRAWINGS.

9 DECK MOUNTED 180 DEGREE DUAL GAS TURRET,REFER TO SPECIFICATION 123553.

10 IN FLOOR QUAD ELECTRICAL RECEPTACLE, REFER TOELECTRICAL DRAWINGS.

11 HORIZONALLY ORIENTED ELECTRICAL RECEPTACLESMOUNTED IN CASEWORK KNEESPACE PANELS, REFERTO ELECTRICAL DRAWINGS.

12 DUAL WALL MOUNTED CO2 GAS TURRET, MOUNT AT 48"AFF, REFER TO SPECIFICATION 123553.

13 WALL MOUNTED CA GAS TURRET, MOUNT AT 48" AFF,REFER TO SPECIFICATION 123553.

14 RETRACTABLE POWER/DATA RECEPTACLES MOUNTEDIN CASEWORK COUNTERTOP, (5) PER BENCH, REFER TOELECTRICAL DRAWINGS.

15 1 1/2" END SUPPORT PANEL WITH TOEKICK AT FRONTFACE OF CASEWORK, REFER SPECIFICATION TO123553.

16 DECK MOUNTED GAS TURRET, REFER TOSPECIFICATION 123553.

17 1" DIAMETER HOLE IN COUNTERTOP FOR WATERPOLISHER SUPPLY.

18 NO BACKPANEL, OPEN TO WALL.19 STAINLESS STEEL HANDWASHING SINK, REFER TO

PLUMBING DRAWINGS.20 REMOVABLE STAINLESS STEEL CLOSURE PANEL BY

AUTOCLAVE MANUFACTURER.21 (2) 12" DEEP x 72" LONG METAL ADJUSTABLE OPEN

SHELVING WITH SEISMIC LIPS, SET SHELF HEIGHT AT5'-0" AND 6'-6" TO MATCH AJACENT SHELVING UNITS.

22 TOE KICK TO CONTINUE AT SIDE OF CABINET.23 FRONT FILLER PANEL WITH TOEKICK.

ALTERNATE 1B: ALL LABORATORY CASEWORKSHOWN IN THIS AREA TO BE BID AND PRICEDSEPERATELY AS AN ADDITIVE ALTERNATE. ANYWORK ASSOCIATED WITH THE ELECTRICAL ANDPLUMBING ROUGH-INS AND FINAL CONNECTIONSWITHIN THE CASEWORK SHOULD BE INCLUDED INTHE BASE BID.

GENERAL STRUCTURAL NOTES

E. WELDING ELECTRODES SHALL BE E70XX UNLESS NOTED OTHERWISE.

I. EXTERIOR SLABS SHALL SLOPE AWAY FROM BUILDING 1/4" PER FOOT UNLESS NOTED OTHERWISE.

H. FOR SLABSONGRADE, CONTROL AND CONSTRUCTION JOINTS SHALL BE LOCATED ON PLANS.CONTROL JOINTS SHALL BE CAST OR TOOLED TO A MINIMUM OF 1" DEEP X 1/4" WIDE. CONSTRUCTIONJOINTS SHALL BE AS DETAILED AND SPACED NOT MORE THAN 50'0" ON CENTER.

G. PROVIDE CORNER BARS IN BOTH FACES OF ALL GRADE BEAMS AND WALLS EXTENDED A MINIMUM OF 45 BARDIAMETERS (SEE PREVIOUS NOTE FOR LAP LENGTH) IN EACH DIRECTION. NUMBER, SIZE AND SPACING OFHORIZONTAL REINFORCING WITH WHICH THEY LAP. EXCEPT THAT MAXIMUM CORNER BAR SIZE SHALL BE #6.

F. LAP ALL REINFORCING BARS WITH CLASS A SPLICES IN ACCORDANCE WITH ACI 31814 UNLESS NOTED OTHERWISE.

E. MINIMUM STRENGTH OF CONCRETE REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:#3 AND LARGER DEFORMED BARS (ASTM A615, GRADE 60).

D. CONCRETE REINFORCEMENT DETAILS SHALL CONFORM TO A.C.I. STANDARD 31814 UNLESS NOTED OTHERWISE.

C. CLEAR DISTANCES FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL NOT BE LESS

NOTE: "HRC" REFERS TO HARDROCK CONCRETE HAVING AIR DRY UNIT WEIGHT OFTHE REQUIRED AVERAGE COMPRESSIVE STRENGTH f'cr SHALL CONFORM TO A.C.I. STANDARD 31814

NOTE: THE STRENGTH LISTED SHALL BE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.

SLABS ON GRADE

THAN AS FOLLOWS UNLESS NOTED OTHERWISE:

PIERS, GRADE BEAMS 3 IN. ALL SIDES

CENTER OF SLAB

SLABS ON GRADEPIERS, GRADE BEAMS, WALLS

B. CONCRETE USAGE SCHEDULE:

APPROXIMATELY 145 POUNDS PER CUBIC FOOT.

(PSI)

35003500

MIN. STRENGTHA. CONCRETE MIX SCHEDULE:

5. CONCRETE AND CONCRETE REINFORCING

OF USEDESCRIPTION

BA

CLASSCONC.

INCHES

ACLASS

B

CONC.

3535

SLUMP

1"1 1/2"

AGG.

HRCHRC

SIZEAGG.TYPE

CONTENT

AIR

0.500.50W/CMAX

SUPPORTS SPACINGPARALLEL EDGE

B. METAL ROOF DECK CONNECTION SCHEDULE:

A. STEEL ROOF DECK SHALL BE 20 GA., TYPE B DECK CONFORMING TO THE STANDARDS OFTHE STEEL DECK INSTITUTE. MINIMUM SECTION PROPERTIES SHALL BE Ip=0.201 IN4/FT, In=0.222 IN4/FTSn=0.247 IN3/FT, Sp=0.234 IN3/FT, D=1.5 IN.

G. EDGE ANGLES SUPPORTING FLOOR OR ROOF DECK SHALL BE SPLICED ONLY OVER SUPPORTS.

F. ALL STRUCTURAL STEEL CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BESTANDARD A.I.S.C. WELDED OR A.I.S.C. BOLTED. ALL BOLTED CONNECTIONS USING A325BOLTS SHALL BE BEARING TYPE CONNECTIONS UNLESS NOTED OTHERWISE. BOLTS SHALLBE TIGHTENED TO A SNUGTIGHT CONDITION IN ACCORDANCE WITH AISC SPECIFICATION FORSTRUCTURAL JOINTS EXCEPT FOR TRUSS CONNECTIONS, MOMENT CONNECTIONS ANDBOLTS IN TENSION SHALL BE TIGHTENED USING A CALIBRATED WRENCH OR TENSIONINDICATING BOLTS. BOLTED OR WELDED CONNECTIONS NOT DETAILED ON THE DRAWINGSSHALL BE DESIGNED TO SUPPORT ONEHALF THE TOTAL UNIFORM LOAD CAPACITY SHOWN INTHE ALLOWABLE UNIFORM LOAD TABLES OF THE A.I.S.C. MANUAL OF STEEL CONSTRUCTION.

MARK

9. METAL ROOF DECK

I 36/4

(W/N)

CONN. @SUPPORTS

12 2(IN.)

NO./SPANCONN.

CONN. @ SIDELAP

I. VERIFY FLOOR SLAB DEPRESSIONS AND OFFSETS WITH ARCHITECTURAL DRAWINGS.

H. PLANS, SECTIONS, AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES,LENGTHS, OR FIT OF MATERIALS.

G. SHOP DRAWINGS SHALL BE CHECKED BY THE GENERAL CONTRACTOR PRIOR TO BEINGSUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW.

F. THE SIZE AND LOCATION OF ALL MECHANICAL EQUIPMENT, EQUIPMENT PADS, AND ALL DUCT ANDPIPE OPENINGS THROUGH SLABS AND WALLS SHALL BE VERIFIED WITH MECHANICAL ANDELECTRICAL CONTRACTORS REQUIREMENTS PRIOR TO FABRICATION OF MATERIALS.

E. SHOP DRAWING SUBMITTALS SHALL CONTAIN THREE (3) PHOTOCOPIES OF EACH SHEET OFTHE SUBMITTAL. ELECTRONIC COPIES (PDFS) OF EACH SHEET IS ACCEPTABLE

D. SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS PREPARED BY CONTRACTOR,SUBCONTRACTOR, SUPPLIER OR DISTRIBUTOR. REPRODUCTION OF THE STRUCTURALCONTRACT DOCUMENTS AS ERECTION PLANS OR DETAILS SHALL NOT BE PERMITTED.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. THE ARCHITECT SHALL BENOTIFIED OF ANY DISCREPANCY IMMEDIATELY UPON DISCOVERY.

C. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE.TEMPORARILY BRACE THE STRUCTURE FOR LATERAL STABILITY UNTIL ALL PERMANENTBRACING SYSTEMS ARE COMPLETE. THE CONTRACTOR SHALL PROVIDE ALL SHORINGAND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THEBUILDING DURING CONSTRUCTION.

B. GENERAL NOTES ARE AN INTEGRAL PART OF THE CONSTRUCTION DOCUMENTS ANDDESCRIBE CONDITIONS THAT APPLY GENERALLY THROUGHOUT THE DRAWINGS.

A. CONSTRUCTION DOCUMENTS CONSIST OF THESE DRAWINGS AND A SEPARATE BOOK OFSPECIFICATIONS. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY,NEITHER IS MEANT TO STAND ALONE FOR ANY PORTION OF THE WORK DESCRIBEDHEREIN. IF ANY DISCREPANCY EXISTS BETWEEN THE GENERAL NOTES AND THEPROJECT SPECIFICATIONS, CONTACT THE ENGINEER FOR CLARIFICATION BEFOREPROCEEDING WITH CONSTRUCTION.

3. GENERAL

1. GENERAL NOTES

STRUCTURAL WIDE FLANGE SHAPES . . . . . . . . . . . . . . . . . . . . . . . . .

D. ALL WELDING SHALL COMPLY WITH A.W.S. STANDARD D1.1 LATEST EDITION. ALL WELDSSHALL BE PAINTED WITH A RUST PREVENTIVE PAINT.

C. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C."SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL".

ERECTION BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ANCHOR BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .BEAM, GIRDER CONNECTION . . . . . . . . . . . . . . . . . . . . . . .

B. BOLTS SHALL BE 3/4" DIAMETER AND AS FOLLOWS, EXCEPT AS NOTED:

HIGH STRENGTH BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .COMMON BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TUBULAR SHAPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .PIPE COLUMNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

STRUCTURAL STEEL PLATES, CHANNELS, ANGLES . . . . . . . . . . . . .A. STRUCTURAL STEEL SHALL MEET THE FOLLOWING ASTM SPECIFICATIONS:

6. STRUCTURAL STEEL

ASTM A992

COMMONASTM F1554(GRADE 36), A36 OR COMMONHIGH STRENGTH

ASTM A325NASTM A307ASTM A500 GRADE CASTM A500 GRADE C

ASTM A36

M. DO NOT FLAME CUT REINFORCING BARS.L. DO NOT HEAT AND BEND REINFORCING BARS.K. DO NOT WELD REINFORCING BARS.

J. DO NOT WET PLACE DOWELS, ANCHOR BOLTS, OR ANY EMBEDDED ITEMS INTO CONCRETE.

A. FINISH FLOOR ELEVATION 100'0" IS EQUAL TO MEAN SEA ELEVATION 1197 FEET (REFER CIVIL).

N. WHERE WATER TO CEMENT RATIO IS NOT INDICATED IN THE CONCRETE MIX SCHEDULE OR PROJECTSPECIFICATIONS, IT SHALL BE DETERMINED BY CONTRACTOR TO MEET OTHER REQUIREMENTS.

H. ALL STRUCTURAL STEEL SHALL BE SHOP COATED WITH FABRICATOR'S STANDARD RUST INHIBITING PRIMERUNLESS NOTED OTHERWISE.

I. DO NOT FLAME CUT HOLES FOR FRAMED CONNECTIONS.

10. COLD FORMED METAL FRAMING STRUCTURAL

A. TYPICAL EXTERIOR COLD FORMED METAL STEEL STUDS SHALL BE 6 IN. DEEP, 16 GA. CEE STUDSCONFORMING TO A.I.S.I. STANDARDS, UNLESS NOTED OTHERWISE.

B. COLD FORMED METAL STEEL FRAMING SECTIONAL PROPERTIES SHALL BE DETERMINED INACCORDANCE WITH THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD FORMED STRUCTURALMEMBERS" LATEST EDITION.

C. COLD FORMED METAL FRAMING SIZE LEGEND:(MINIMUM PROPERTIES)

2.862I(IN4)MARK

0.892

S(IN3)0.9540.417 0.357

0.557AREA(IN2) Rxx(IN)

2.3271.5824X18

6X16

NOTE: IN THE MARK NUMBERS, THE FIRST NUMBER INDICATES DEPTH OF SHAPE AND SECONDNUMBER IS GAUGE.

D. COLD FORMED METAL FRAMING PROPERTIES:MEMBER MATERIAL GRADE Fy(KSI)

33CSTUDS ASTM A653 GALVANIZE(G60)SHOP COAT

TRACK ASTM A653 A 33 GALVANIZE(G60)

JOISTS ASTM A653 C GALVANIZE(G60)33

2. DESIGN CRITERIAA. DESIGN CODE: 2015 INTERNATIONAL BUILDING CODE.

B. DESIGN LIVE LOADS:ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TYPICAL FIRST FLOOR U.N.O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

C. LATERAL LOADS:BASIC WIND SPEED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

RISK CATEGORY (III)EXPOSURE (C)

20 PSF

100 PSF

90 MPH

SEISMICRISK CATEGORY (III)

COEFFICIENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

ORDINARY STEEL BRACED FRAMES AND MOMENT FRAMES

BASIC SEISMIC FORCE RESISTING SYSTEM:

EQUIVALENT LATERAL FORCE PROCEDURE.

ANALYSIS PROCEDURE:

SPECTRAL RESPONSE

C

S = 0.189gDS

D1S = 0.084g

SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B

RESPONSE FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.0

12. IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE 2009 INTERNATIONAL BUILDING CODE, THE OWNER SHALLPROVIDE QUALIFIED PERSONNEL TO PERFORM THE FOLLOWING SPECIAL INSPECTIONS AND SHALL FURNISH COPIES OF THESPECIAL INSPECTOR'S WRITTEN INSPECTION REPORTS TO THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THEBUILDING OFFICIAL. THE SPECIAL INSPECTIONS DO NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY TO PERFORM THE WORKIN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COOPERATE WITH THE SPECIAL INSPECTOR TO ALLOWACCESS TO THE WORK FOR THE REQUIRED INSPECTIONS. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST 24HOURS IN ADVANCE OF ALL WORK REQUIRING INSPECTIONS.

2. STRUCTURAL FRAMING:

A. FABRICATOR CERTIFICATION/

QUALITY CONTROL PROCEDURES

B. MATERIAL CERTIFICATION

C. STEEL JOISTS

D. BOLTING

E. WELDING

F. STRUCTURAL DETAILS

G. METAL DECK

AT BEGINNING OF PROJECT AND WEEKLY DURING FABRICATION: REVIEW SHOP FABRICATION

AND QUALITY CONTROL PROCEDURES UNLESS FABRICATOR IS AISC CERTIFIED

AT BEGINNING OF PROJECT AND WEEKLY THEREAFTER: REVIEW MILL TEST REPORTS AND I.D.

MARKINGS

INSPECT ALL INSTALLATION AND BRIDGING

INSPECT INSTALLATION AND TIGHTENING OF ALL BOLTS. VERIFY ALL BOLTS INSTALLED

VISUALLY INSPECT ALL SHOP AND FIELD WELDS

INSPECT FRAMING FOR COMPLIANCE WITH DRAWINGS DURING INSPECTION OF WELDS AND

BOLTED CONNECTIONS

INSPECT SUPPORT WELDS, FASTENERS AND SIDELAP FASTENING

1. SOILS AND FOUNDATIONS:

A. CONTROLLED STRUCTURAL FILL PEFORM SIEVE TESTS (ASTM D422 & D1140) AND MODIFIED PROCTOR TESTS (ASTMD1557) OF EACH SOURCE OF FILL MATERIAL INSTALLED UNDER THE BUILDINGFOOTPRINT. VERIFY FILL MEETS REQUIREMENTS OF GEOTECH REPORT. INSPECTPLACEMENT, LIFT THICKNESS AND COMPACTION OF STRUCTURAL FILL. TESTDENSITY OF EACH LIFT OF FILL BY NUCLEAR MATERIALS (ASTM D2922). VERIFYEXTENT OF SLOPE OF FILL PLACEMENT.

3. CASTINPLACE CONCRETE:

A. MIX DESIGN

B. REINFORCEMENT INSTALLATION

C. WELDING OF REINFORCING

D. ANCHORS AND EMBEDDED ITEMS

E. CONCRETE PLACEMENT

F. SAMPLING AND TESTING OF

CONCRETE

G. CURING AND PROTECTION

REVIEW BATCH TICKETS & VERIFY COMPLIANCE WITH CONTRACT DOCUMENTS FOR

EACH READYMIX TRUCK DELIVERY. VERIFY WATER ADDED AT SITE DOES NOT

EXCEED WATER ALLOWED BY MIX DESIGN

PRIOR TO PLACEMENT OF CONCRETE FOR PIERS, GRADE BEAMS, FOOTINGS, PEDESTALS,

STEM WALLS AND SLABSONGROUND: INSPECT AND VERIFY SIZE, SPACING, SPLICE LAPS, COVER,

POSITIONING AND GRADE OF REINFORCING STEEL. VERIFY REBARS AND DOWELS

ARE CLEAN, ADEQUATELY SUPPORTED AND SECURED.

VISUALLY INSPECT ALL WELDED REBAR. VERIFY WELDABLE REINFORCING USED.

INSPECT AND VERIFY SIZE, POSITIONING AND AND EMBEDMENT OF ALL ANCHOR

BOLTS AND EMBEDDED ITEMS PRIOR TO CONCRETE PLACEMENT. VERIFY CONCRETE

CONSOLIDATION AROUND ANCHORS AND EMBEDS

INSPECT CONCRETE PLACEMENT FOR PIERS, GRADE BEAMS, FOOTINGS, PEDESTALS,

STEM WALLS AND SLABSONGROUND. VERIFY PROPER CONVEYANCE AND CONSOLIDATION

PROCEDURES USED

PREPARE TEST SAMPLES AND PERFORM TESTS FOR COMPRESSIVE STRENGTH (ASTM

C31 AND C39), SLUMP (ASTM C143), AIR CONTENT (ASTM C231 OR C173) AND

TEMPERATURE (ASTM C1064). QUANTITY AND FREQUENCY OF TEST SAMPLES SHALL

BE IN ACCORDANCE WITH CONTRACT DOCUMENTS.

INSPECT AND VERIFY PROPER CURING, COLD WEATHER, HOT WEATHER PROTECTION

IN ACCORDANCE WITH CONTRACT DOCUMENTS AND ACI STANDARDS.

B. CONTRACTOR SHALL BID AN ALLOWANCE FOR FABRICATION AND ERECTION OF AN ADDITIONAL2000 LBS. OF STEEL TO BE USED AT THE DESCRETION OF THE ARCHITECT OR ENGINEER OFRECORD. ALL UNUSED PORTIONS SHALL BE REIMBURSED TO THE OWNER.

C. SUPPORT AND PARALLEL EDGE CONNECTIONS SHALL BE NO. 12 SELFDRILLING SCREWS THROUGH THEDECK INTO THE ROOF FRAMING. SIDELAP CONNECTIONS SHALL BE NO. 10 SELFDRILLINGSCREWS. W/N=SHEET WIDTH/NO. OF CONNECTIONS EACH SHEET.

D. ROOF DECK SHALL BE CONNECTED AS INDICATED FOR MARK I THROUGHOUT.

O. CETCO AND VOLCLAY MATERIALS SPECIFIED ON THE DRAWINGS SHALL BE OBTAINED FROM:CETCO (COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY) BUILDING MATERIALS GROUP

1500 WEST SHURE DRIVE

ARLINGTON HEIGHTS, ILLINOIS 60004 847.392.5800 800.527.9948 www.cetco.com

OR AN APPROVED EQUIVALENT.

SLABS ON METAL DECK CENTER OF SLAB

SLABS ON METAL DECK C

SIDELAPCONN.

NO./SPAN

E. FLOOR DECK SHALL BE CONNECTED AS INDICATED FOR MARK I THROUGHOUT.

D. SUPPORT AND PARALLEL EDGE CONNECTIONS SHALL BE NO. 12 HEX HEAD SCREWS TO THE SUPPORTSTHRU THE DECK. SIDELAP CONNECTIONS SHALL BE

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