A02 cw107 hall cw100 women cw108 men cw110 jan cw109 open office cw116 office cw113 office cw115 office cw117 office cw119 office cw120 office cw121 open office cw122 it workroom cw126

9 8 7 6 5 4 3 2 1

A

B

C

D

B.5

C.5

5.5

FIRERISER

COMMROOMCW135

110

LOADING DOCK

B.3

8.5

B.1

DISTRIBUTIONCW130

MAIL ROOMCW105

OPENOFFICECW106

HALLCW101

OFFICECW104

OFFICECW103

CONFERENCECW102

BREAK ROOMCW107

HALLCW100

WOMENCW108

MENCW110

JANCW109

OPEN OFFICECW116

OFFICECW113

OFFICECW115

OFFICECW117

OFFICECW119

OFFICECW120

OFFICECW121

OPEN OFFICECW122

IT WORKROOMCW126

SCREENINGCW133

LANDSIDECUSTODIAL STORAGECW132

LANDSIDECOLD STORAGECW138

LANDSIDEFREEZERCW137

FUTURE AIRSIDECOLD STORAGECW141

FUTURE AIRSIDEFREEZERCW143

AIRSIDECUSTODIAL STORAGECW142

WAREHOUSECW140

AIRSIDEDOCK(NO ROOM NUMBER)

9.6

T

TS

7.5

KEEP CLEAR

ELEC.CW112

VESTIBULECW125

ELECROOMCW136

HALLCW100

CW131

OPEN OFFICECW111

OPEN OFFICECW114

OPEN OFFICECW118

OPEN OFFICECW123

OPEN OFFICECW124

DISTRIBUTIONCW130

DISTRIBUTIONCW134

IT WORKROOMCW127

A

B

C

D

E

F

CW108A

CW109A

CW110A

CW100A

CW106A

CW

12

5A

CW

13

0A

CW130B CW130C CW130D

CW134A

CW

13

5A

CW136A

CW

14

0A

CW140B

CW

14

0C

CW

13

3A

CW134B

CW

10

6B

CW

11

1A

CW100B

CW107A

CW

10

0C

CW

10

3A

CW102A

CW

10

4A

CW

10

5A

CW 113A

CW115A

CW117A

CW119A

CW

12

0A

CW

12

1A

CW

12

5C

CW

11

2A

CW127A

CW

13

2A

CW

13

3C

CW

13

3B

CW

14

2A

CW125B

2

1

FLOOR PLAN

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100% CONSTRUCTION DOCUMENTS04.01.08

ISSUES

REVISIONS

01

CE

NT

RA

L W

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EH

OU

SE

THESE DOCUMENTS REPRESENT ACOMPILATION OF THE ORIGINALCONSTRUCTION DRAWINGS AND FIELDMARK-UPS AS PROVIDED BY THECONTRACTOR. THE INFORMATION CONTAINEDHEREIN DOES NOT NECESSARILY REFLECTACTUAL BUILT CONDITIONS NOR HAS IT BEENFIELD VERIFIED BY THE ARCHITECT OFRECORD.

RECORD DOCUMENTSISSUE DATE: 07.15.10

PLANNORTH

SCALE: 1/8" = 1'-0"01 FLOOR PLAN

18'-0" 15'-0" 30'-0" 15'-0" 30'-0" 30'-0" 30'-0"

25'-0

"25'-0

"25'-0

"5'-0

"25'-0

"

15'-0" 30'-0"

A06.11

01

A06.11

01

A01.11

01

16'-0" 14'-0"

A05.10

01

A05.10

02

A05.10

03

A05.11

01

A05.11

02

A05.11

03

A05.12

01

01

A06.22

02

A06.22

01

A06.21

A06.10

01

A06.10

01

A06.10

02

A06.10

02

A06.10

03

A06.10

0302

A06.20

01

A06.20

03

A06.20

02

A06.21

12'-6

"7'-6

"

GENERAL NOTES:1. DIMENSIONS ARE TO THE CENTER OF COLUMN OR

FACE OF STUD, U.N.O.

2. INTERIOR PARTITIONS ARE TYPE P-1A, U.N.O. SEEWALL PARTITION TYPES ON SHEET A02.00

3. DOORS ADJACENT TO A PERPENDICULAR WALLSHALL BE 4" FROM SUCH WALL TO DOOR ROUGHOPENING, U.N.O.

4. SEE SHEET A08.10 FOR GLAZING ELEVATIONS

5. SEE SHEET A09.00 FOR FINISH SCHEDULE

6. SEE SHEET A08.30 FOR DOOR SCHEDULE

7. SEE 04/A07.21 FOR TYPICAL WALL BASEATTACHMENT

A04.10

03

A04.11

07

P-2A

P-2A

P-2

P-11A

P-11A

P-11A

03

A06.22

03

A06.21

F.D.

F.D.

D.F.

12'-0"

10'-10"

13'-1"

1'-2"

20'-8

"

6'-0

"

2'-8"ROOF ACCESSLADDER- SEE

5'-1

0"

13'-4

"

5'-0

"

3'-4" 15'-2"

6'-0

"

3'-4"

2'-8

"

2'-6

"6'-9

"

5'-6

"7'-6" 9'-0" 9'-0"

A04.10

01

MEZZANINEABOVE

A06.31

08

A06.31

09

AT PRECASTPANEL

AT TRANSLUCENTWALL PANEL

A06.31

10B

2'-0

"8'-0

"

SEE SITE PLAN A01.10 FORCONC. FLATWORK, TYP.

STEEL COLUMN FORATTACHMENT OFOVERHEAD DOOR- SEESTRUCTURAL S02.11, TYP.

EJ ABOVE DOOR

EJ ABOVEDOOR

CONC. TOPPING SLAB AT COLDSTORAGE AND FREEZER SHOWNHATCHED- SEE STRUCTURAL S02.11

7"

STEEL BRACED FRAME- SEESTRUCTURAL S02.11, TYP.

RAINWATER LEADER FOR ROOFAND OVERFLOW DRAINS- SEEPLUMBING P02.11, TYP.

15'-0"

TYP.

A07.21

12

3'-1

1"

A06.31

05A

TYP.OUTSIDECORNER

TYP.INSIDECORNER

A06.31

05B

8. SEE 05/A07.21 AND 06/A07.21 FOR TYPICAL WALLBACKING PLATE DETAILS.

9. SEE 11/A07.21 FOR TYPICAL PARTITION CORNERAND END DETAIL

10. SEE 08/A07.21 FOR TYPICAL CONTROL JOINT ATRATED WALL

11. EXTERIOR WALL FURRING TO BE TYPE P-2 U.N.O. SEE 14/A07.23 FOR ATTACHMENT AT TOP OF WALL.

12. ADD 3/4" AC PLYWOOD TO +4'-0" A.F.F. ASINDICATEDPLYWOOD TO BE PAINTED, COLOR TO MATCHADJACENT WALL.

13. SEE 07/A07.21, 09/A07.21, 10/A07.21 FOR TYPICALPARTITION INTERSECTIONS.

14. SEE

SERVICE SINK, SEESHEET P02.11

13'-9"

P-11A

30'-8 1/2"16'-1"

9'-9"

8"

SLO

PE

2.3

%3'-8 1/2" 8'-3 1/2" 11'-3 1/2"

33'-8"

1'-4"

P-11A

EJ

1'-0"

3'-4

"13'-4

"

SEE SITE PLAN A01.10 FORCONCRETE FLATWORK, TYP.

273'-4"

1'-8" 1'-8"

128'-4

"

1'-8

"1'-8

"

FLOOR SINK, SEESHEET P02.11

AT TRANSLUCENTWALL PANEL

AT PRECASTPANEL

AT PARAPET

A07.21

13

A07.21

14

A07.21

15

OPP.

A07.21

13

BATTERY CHARGING AREABENCHES & EQUIPMENT, NIC

BATTERY CHARGING AREABENCHES & EQUIPMENT, NIC

P-11

P-11

P-11

P-11

P-11AP-11

P-1

P-1

P-1

P-1

P-1

P-11A

P-11A P-1

P-11AP-4A P-4A

P-1

P-1

P-11

P-11

P-300A

P-300A

P-300A

1'-8"

7" 5"

6'-5"

A02.22

06

1'-0

"

STEEL COLUMN FORATTACHMENT OFOVERHEAD DOOR- SEESTRUCTURAL S02.11, TYP.

BRACE FRAME - SEESTRUC. S02.11, TYP.

A07.22

05

A07.22

06

A07.22

07

A07.22

08

A07.22

09

A07.22

10

A07.22

11

A07.22

12

A07.22

13

A07.22

14

A07.22

15

7"

5'-1

0"

19'-6

"

ALIGN

ALIGN

7'-8"

11'-8" 2'-10"8"

3'-11"10"

2'-0

"10"

5'-0"

7'-0

"

7'-6

"12'-0

"12'-0

"12'-0

"

1'-0

"

9"

ALIG

N

12'-0"

1'-0"

10'-0"

STEEL COLUMNS IN WALL-SEE STRUCTURAL S02.11,TYP.

7'-0" H. PARTIALHEIGHT WALL,TYP.

7"

7'-1"6" 7'-1" 15'-8"

P-11

P-11

8'-0

"

8'-0

"

10'-4

"

10"

A07.23

01

A07.23

02

A07.23

03

A07.23

04

A07.23

05

A07.23

06

A07.23

07

8'-6

"05/A04.11

04/A04.11

06/A04.11

BOLLARD, TYP.SEE 06/A01.11

P-300A

P-300A

A07.22

02

A07.22

02

A07.22

02

3"x 3"x 48"H. x 16 GA.SHEET METAL CORNERGUARD, TYP. WHEREOCCURS

ABOVEA07.23

13

02

14. SEE 01/A07.22 FOR TYPICAL OPENING INACOUSTICAL PARTITION

P-11 P-11A

P-11A

02ADDENDUM 304.28.08

01 NOT USED ON THIS SHEET

03ASI 00209.11.08

04ASI 00810.30.08

4'-4"

04

04

P-1TO UNDERSIDEOF MEZZ. DECK

04ADD FURRING &SILL EXTENDER

05AREA OF WAREHOUSE 132TO HAVE IN-RACK FIRESPRINKLER CAPABILITY

05ASI 013 REVISED12.11.08

A07.22

14A07.23

15

06RFI 13212.24.08

06

3'-0

"

P-1

4'-4"

3'-4"

10"

07ASI 01903.09.09

07

07

07

07

FIRE DEPARTMENTKNOX-BOX, EXACTLOCATION WILL BEDETERMINDED BYTHE ARCHITECT ONSITE, SEE

A06.32

15

08

08ASI 02003.10.09

FUTUREFUTURE

FUTURE

BOLLARD, TYP.SEE 06/A01.11

10 10

10

10ASI 01011.26.08

09ASI 0911.21.08

09 OMIT FENCING

11ASI 025, ROOM NUMBER CHANGE01.11.10

11

AutoCAD SHX Text

03

EL. 100'-0"T.O. SLAB


ENLARGED PLANSECTIONSELEVATIONS &DETAILS

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6

A

B

78

SCALE: 1/4" = 1'-0"01 ENLARGED PLAN - LOADING DOCK

5.5

B.3

B.1

29.26

FIN. FLR. - 29.30

FIN. FLR. -29.30

FIN. FLR. -29.30

29.26 29.26 29.26 29.26

29.28

29.28

29.2829.28

29.28

29.28

29.14

T.O. DOCK

25.14B.O. DOCK

27.8228.32 TC27.82

28.80 28.80

28.50 TC27.98

28.68 TC28.18

29.14

29.0429.04

29.14

29.14

29.14

27.98

28.50 TC27.98

28.32 TC27.82

29.68 TC

29.68 TC

29.28

29.28

FIN. FLR. -29.30

28.49 28.80 TC28.49

29.18

29.18

1'-0

"

STEEL EDGE ANGLEEMBED AT LEVELERPIT, TYP.A

LIG

N W

/D

OO

R

ALIG

N W

/D

OO

R

ALIG

N W

/D

OO

R

DOCK LEVELER7'-0" W. X 8'-0" L.


ALIGN ALIGN

EXP. JOINT,TYP.

EXP. JOINTS, TYP.

2'-0"

TYP.

TRENCH DRAIN- SEECIVIL SHEET C01.00

4" 4"

15'-0" 15'-0" 15'-0" 8"

25.09T.O. DRAIN

8"

AS

PH

.P

AV

ING

CO

NC

.P

AV

ING

AS

PH

.P

AV

ING

CO

NC

.P

AV

ING

CONC. PAVING- SEESTRUCTURAL SHEETS02.11

CONC. RETAINING WALL-SEE STRUCTURAL SHEETS02.11, TYP.

CANOPY ABOVE SHOWNDASHED, SEE A02.20

SLO

PE

5.1

%

SLO

PE

3.5

%S

LO

PE

1.2

%

SLO

PE

1.2

%S

LO

PE

1.5

%S

LO

PE

SLO

PE

SLO

PE

1.2

%

DOCK BUMPERS, TYP.

24'-0

"15'-8

"15'-0

"11'-1

0"

29.00

T.O. WALL

29.64

T.O. WALL

29.54

T.O. WALL

29.30

T.O. WALL

29.64T.O.WALL

29.54

29.30

29.00T.O. WALL

T.O.WALL

T.O.WALL

CONC. SLAB

01

A06.22

12'-3"

5'-0"3'-1 1/2" 3'-1 1/2"6" 6"

5'-6

"3'-0

"5'-0

"3'-0

"5'-0

"2'-0

"6"

R3'

-0"

CONTROL JOINTS,TYP.

6" HIGH CONCRETECURB, TYP.

ON STRAIGHT CONCRETESIDEWALK, A EXP. JT AT EACHCORNER OR 20'-0" O.C. AND ACONTROL JOINT AT 5'-0" O.C.

CONCRETE FLATWORK TOMATCH THE OTHER SIDEOF LOADING DOCK

PLANNORTH

SCALE: 1/4" = 1'-0"03 DOCK RAMP AND RAIL- SOUTH

SCALE: 1/4" = 1'-0"02 DOCK RAMP AND RAIL- NORTH

A01.11

02

A01.11

03

54'-2"

12 EQ. SP.

3"3"

3" 54'-2"

12 EQ. SP.

3"

DOCK EDGE

EXTEND WALLABOVE DOCK

GUARD RAIL

TRENCHDRAIN- SEECIVIL SHEETC02.61

NOTE:SEE 2/A01.11 FOR ADDITIONALNOTES AND DIMENSIONS

CURB

EXP. JT.- ALIGN W/ JOINTSAT CONC. PAVING

LINE OF WALK BEYONDSHOWN DASHED

CONC. RETAINING WALL-SEE STRUCTURAL SHEETS02.11, TYP.

NOTE:SEE 1/A01.11 FOR GRADEELEVATIONS AND ADDITIONALNOTES

1'-0

"

8"

1'-0

"

1'-0"

BOLLARD, SEE CIVILSHEET C01.10, TYP.

5'-6"

1'-0

"

BOLLARD,SEE 6/A01.11,TYP.

BOLLARD- SEE6/A01.11, TYP.

1'-0

"

ALIGN W/ EDGEOF DOOR JAMB,TYP.

BOLLARD

VEHICLE RESTRAINT,TYP.

STEEL ANGLE EMBEDAT DOCK EDGE, TYP.

3x3x14" ANLGE

IRON ON OPENEDGE OFLOADING DOCK

DOOR GUARD,TYP.

NOTE:NOMINAL DOCK LEVELER ANDLIFT SIZES SHOWN, EXACTDIMENSIONS PER SPECIFICEQUIPMENT SELECTED


SCALE: 1 1/2" = 1'-0"04 GUARDRAIL AT RETAINING WALL

SCALE: 1" = 1'-0"05 TRASH COMPACTOR GUIDE RAIL

A06.31

12

LIGHT STANDARD,TYP.

TYP.

04

A01.11

TYP.

04

A01.11

01

01


02RFI 009910.09.08

023"1'-10"02

KEEP CLEAR

STORAGEMEZZANINECW200

EL. 112'-0"T.O. MEZZ.


EL. 112'-0"T.O. MEZZ.


EL. 112'-0"T.O. MEZZ.


ENLARGEDPLANSSECTIONSELEVATIONS

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A

1

B D

C.5

C

910

DN

2

SCALE: 1/4" = 1'-0"01 MEZZANINE AND STAIR PLANSCALE: 1/4" = 1'-0"03 AIRSIDE DOCK PLAN

PLANNORTH

HAND RAIL

WIRE MESH PARTITIONSYSTEM


SCALE: 1/4" = 1'-0"05 STAIR SECTION AND MEZZANINE ELEVATION - SOUTH

6'-3

3/8

"

11 R

ISE

RS

AT

6.8

6"

5'-8

5/8

"

10 R

ISE

RS

AT

6.8

6"STEEL CHANNEL

FASCIA, TYP.

STEEL BEAMBEYOND

CONC. FILL OVERMETAL PAN TREAD,TYP.

STEEL CHANNELSTRINGERS, TYP.

SUPPORT IF REQ'D

HAND RAIL,TYP.

SCALE: 1/4" = 1'-0"02 MEZZANINE ELEVATION - EAST

SCALE: 1/4" = 1'-0"04 STAIR ELEVATION - SOUTH

A04.10

04

A04.10

02

29.30

FIN. FLR. - 29.30

28.42

28.30

28.1828.68 TC28.18 A

SP

H.

PA

VIN

GC

ON

C.

PA

VIN

G

28.80 TC 28.3228.32

1'-0

"

1'-0

"

1'-0"

AIRSIDEDOCK

29.30

28.42

28.3428.34

28.3028.80 TC

28.68 TC28.18

1'-0

"

6'-0" 6'-0" 6'-0"5'-4"

4'-0

"21'-0

"

SLO

PE

4.2

%S

LO

PE

2%

SLO

PE

2%6'-0

"

2'-0"

R3'-0"

6" HIGH CONC.CURB, TYP.

BOLLARD, SEECIVIL SHEETC01.10, TYP.

2'-5

1/2

"

BOLLARD, TYP.

6" HIGH CONC.CURB, TYP.

ALIGN CENTER W/EDGE OF DOORJAMB, TYP.

DOORGUARD, TYP.

STRIPING FOR VISUALIMPAIRED, SEETYP.

COLUMN BEYOND,TYP.

8'-3"

9 TREADS AT 11"

4'-0" 9'-2"

10 TREADS AT 11"

4'-0

"1'-2

"

1'-11"

1'-0"


05

A04.10

9 9.6 10

D C.5 C

9 9.6 10

SEE 5/A04.10 FORADDITIONAL NOTESAND DIMENSIONS

FIRE RISER

2'-6

"6'-0

"6'-0

"6'-0

"

CARD READER &BOLLARDS

01

3 EQ. SP. 2'-10 3/4" 3 EQ. SP.

TYP.

5'-0" 5'-0" 4'-2 7/8"

VERIFY

3 EQ. SP. 2'-10 3/4" 3 EQ. SP.

5'-0" 5'-0" 6'-0"

5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

WIRE MESHPARTITIONSYSTEM

STEEL CHANNELFASCIA, TYP.

STEEL BEAMBEYOND

COLUMN BEYOND,TYP.

HAND RAIL

STRUCTURAL BRACEFRAME BEYOND,SHOWN DASHED

8'-0

"

8'-0

"

8'-0

"

01

0101

OFFICE116

6"

PARTIAL WALL UNDERSTAIR STRINGER

PARTIAL HEIGHT WALL

7'-0

"

PARTIAL HEIGHT WALL

12'-0" 3'-9" 7" 3"

7" 3"

TYP.

01

A07.24

A07.24

06

TYP.

01

A07.24

A07.24

04

A07.24

02

05

A07.24

A07.24

07

02

EXPOSED HVAC DUCTSABOVE- SEE M02.11, TYP.






03

03

1098765.554321

EL. 122'-0"T.O. PARAPET


6741

DC.5CB.5BA





D C.5 C B.5 B A






EL. 108-2"T.O. SLAB

EXTERIORELEVATIONS

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05

.11

Ext

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tion

s.d

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TE

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PR

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RA

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ISSUES

REVISIONS

01

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SE



SCALE: 1/8" = 1'-0"01 WEST ELEVATION

SCALE: 1/8" = 1'-0"03 PARTIAL SOUTH ELEVATION

SCALE: 1/8" = 1'-0"02 PARTIAL NORTH ELEVATION

TRANSLUCENT INSULATED WALLPANEL SYSTEM BEYOND

INSULATED PRECASTCONCRETE PANEL - PC1

BRAKE FORMED ALUMINUM"PICTURE FRAME" AROUNDSTOREFRONT WINDOW - MA1

TRANSLUCENT INSULATED WALLPANEL SYSTEM BEYOND


OVERHEAD COILINGSERVICE DOOR - EP1

TRANSLUCENT INSULATED WALLPANEL SYSTEM - TP1/TF1


TRANSLUCENT INSULATED WALLPANEL SYSTEM - TP1/TF1


LOADING DOCK

OVERHEAD COILINGSERVICE DOOR, TYP. -EP1

DOCK LEVELER, TYP.

VEHICLE RESTRAINT, TYP.

BRAKE FORMED ALUM.FASCIA AT CANOPY - MA1


PRECAST CONCRETEPYLON - PC1

DOCK BUMPER, TYP.

BOLLARD, TYP.

OVERFLOW DOWNSPOUTNOZZLE, TYP.

BRAKE FORMED ALUM.FASCIA AT CANOPY - MA1

HVAC UNIT BEYOND, TYP.

HVAC UNIT BEYOND,TYP.

1'-2" 10'-0"

TYP.

5'-0" 1'-2"

5'-0"1'-2" 10'-0"

TYP.

1'-2"

GENERAL NOTES:1. SEE SHEET A08.10 FOR GLAZING ELEVATIONS.

2. SEE SHEET A08.30 FOR DOOR SCHEDULE.

3. SEE 1A/06.31 FOR TYPICAL INSULATED PRECASTCONCRETE PANEL ASSEMBLY.

4. SEE 1B/A06.31 FOR TYPICAL FLAT-LOCK ZINC PANELSYSTEM.

5. SEE 2A/A06.31 FOR TYPICAL PROFILED METAL WALLPANEL ASSEMBLY.

6. SEE 2B/A06.31 FOR TYPICAL ALUMINUM BRAKEFORMED METAL PANEL ASSEMBLY.

7. SEE 6A/A06.31 FOR TYPICAL PRECAST PANEL JOINTS.

8. SEE 6B/A06.31 FOR TYPICAL PRECAST PANELREVEALS.

19

1820

21

27

28

293032

31

34 33

35

36

41

23

42

43

42

43

42

43

44

46

45

47

2225

232426

22OPP.

25OPP.

38 373940

52 52

LOADING DOCK LIGHTAT +6'-0", TYP.

VEHICLE RESTRAINT SIGNALLIGHT AND SIGNAGE, TYP.

BUILDING ADDRESS SIGNAGE-SEE SHEET AG01.10

9. SEE SHEET A05.13, A05.14, AND A05.15 FOR TYPICALPRECAST PANEL ELEVATIONS.

10. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATIONON EXTERIOR FINISHES.

SEE 4/A05.11 FOR EXTERIORELEVATIONS OF ALCOVE

SCALE: 1/8" = 1'-0"04 ALCOVE ELEVATIONS

BRAKE FORMED ALUM.WALL PANEL, TYP. - MA1

INSULATED PRECASTPANEL, TYP. - PC1

TYP.

######

##

TYP.

######

##

TYP.

######

##

HOLLOW METAL DOORAND FRAME - EP1

STOREFRONT DOOR ANDWINDOW FRAME, TYP. - SF1

HOLLOW METAL DOOR ANDFRAME - EP1

HOLLOW METAL DOOR ANDFRAME - EP1

ALUM. STOREFRONTWINDOW, TYP. - SF1

HOLLOW METAL DOORAND FRAME - EP1

SHEET METAL COPING, TYP. - MS2SHEET METAL COPING, TYP. - MS2

SHEET METAL COPING, TYP. - MS2





PRECAST PANELSPC1 CUSTOM COLOR TO MATCH ARCHITECT'S SAMPLE.

TRANSLUCENT INSULATED WALL PANELTP1 PANEL- TO MATCH KALWALL WHITETF1 FRAME- TO MATCH KALWALL #79 ALUMINUM

EXTERIOR PAINT OR POWDERCOATEP1 TO MATCH ICI #583 GREY HEARTH

BRAKE FORMED METAL - ALUMINUMMA1 TO MATCH PPG UC51595XL MEDIUM GRAY

BRAKE FORMED METAL - STEELMS1 TO MATCH KALWALL #79 ALUMINUMMS2 TO MATCH PPG UC51595XL MEDIUM GRAY

ZINC METAL PANELMZ1 TO MATCH UMICORE VM-ZINC ANTHRA-ZINC

EXTERIOR FINISHES:METAL SOFFIT PANEL

S1 TO MATCH PPG UC51595XL MEDIUM GRAY

PROFILED METAL PANELMP1 TO MATCH KAWALL #79 ALUMINUMMP2 TO MATCH PPG UC51595XL MEDIUM GRAY

ALUMINUM FRAME STOREFRONTSF1 TO MATCH PPG UC51595XL MEDIUM GRAY

GLAZINGSEE WINDOW SCHEDULE ON SHEET A8.10 ANDSPECIFICATIONS 08 80 00

CONCRETE MASONRYCM1 BASALITE COLOR D225 SPLIT FACE- SINGLE

SCORE; COLORED MORTAR TO BE SELECTED FROM MANUFACTURER'S FULL RANGEOF COLORS

01

SEALANTPROVIDE A MINIMUM OF 4 CUSTOM COLORSEALANTS TO BE SELECTED BY ARCHITECT-LOCATIONS TO BE DETERMINED DEPENDING ONADJACENT MATERIALS

01 01

BOLLARD, TYP.PAINT COLOR TO BEDETERMINED

01

01

20A

02



1

EL. 114'-4"T.O. PANEL


INSULATED PRECAST CONCRETEPANEL

TRANSLUCENT INSULATED WALLPANEL SYSTEM


CONCRETE SLAB, SEE STRUCTURAL

1'-7"

1'-8"

EL. 124'-9 1/2"B.O. DECK

STEEL BEAM, SEE STRUCTURALPAINTED WHERE EXPOSED

METAL ROOF DECK PERSTRUCTURAL

1/2" GYPSUM SHEATHING OVERLIGHT GAUGE METAL FRAMING

PANEL SUPPORT BEAM

CONC. PAVING WHERE OCCURS

BLOCKOUT AT PANEL ATTACHMENT

6"

1'-2"

06

A02.21

11

A06.31

3

A06.31

RIGID INSULATION

SINGLE PLY MEMBRANE ROOFING

WALL PANEL SUPPORT BEAM- SEESTRUCTURAL S05.11

TUBE STEEL POSTS,SEE STRUCTURAL S02.22

STEEL COLUMN PER STRUCTURAL

4'-0

"4

'-0"

4'-0

"

EL. 118'-7"T.O. STEEL




NOTE:· SEE STRUCTURAL S02.11 FOR

FOOTINGS· ALL WOOD / LUMBER USED IN THIS

PROJECT TO BE FIRE RETARDANTPRESSURE TREATED PERSPECIFICATIONS 06 05 73 UNLESSOTHERWISE NOTED

WAREHOUSECW140

1

OVERHEAD COILINGSERVICE DOOR

PRECAST CONCRETE PANELBEYOND

BRAKE FORMED METAL PANEL OVER1/2" GYPSUM SHEATHING OVERLIGHT GAUGE METAL FRAMING

8'-2

"




1'-2"



PANEL SUPPORT BEAM


1'-7"

ASPHALT PAVING WHERE OCCURS

METAL ROOF DECK,SEE STRUCTURAL

EL. 124'-9 1/2"B.O. DECK

13

A06.31

06

A02.21

RIGID INSULATION



WALL PANEL SUPPORT BEAM- SEESTRUCTURAL S05.11

STEEL COLUMN PER STRUCTURAL

4'-0

"4

'-0"

4'-0

"4

'-0"






STEEL JAMB CHANNEL AT DOOROPENING




WAREHOUSECW140

B.5



PROFILED METAL PANEL OVER GYP.SHEATHING

EL. 118'- 6 1/2"B.O. DECK



EL. 124'-9 1/2"B.O. DECK

BATT INSULATION


RIGID INSULATION



METAL ROOF DECK,SEE STRUCTURAL

1'-2"

06

A02.21

RIGID INSULATION


A06.31

14


STEEL COLUMN AND BRACE FRAMEPER STRUC. - SHOWN DASHED

4'-0

"

A06.31

15

EL. 122'-7 1/2"T.O. STEEL

1'-2"




SOUND WALL FURRING AT BRACEFRAME PER SCHEDULE

I.T.WORKROOMCW126

HALLCW100

SUSPENDED ACCOUSTICAL CEILING

58" GYP. BD.

A07.23

09

INSTALL T.O. STEEL @ 123'-7 1/2"BETWEEN G.L. 2 & 3, BETWEEN G.L. 4 & 5AND BETWEEN G.L. 8 & 9.

WALL SECTIONS

JOB: 05003.0700.11DATE: 04.01.08

SHEET:

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SCALE: 3/4" = 1'-0"01 WALL SECTIONSCALE: 3/4" = 1'-0"02 WALL SECTION

SCALE: 3/4" = 1'-0"03 WALL SECTION

02



03RFI #08809.30.08

03


040404 04

MEDIUM STILE

FULL GLASSFLUSH DOOR

COILING DOOR

OVERHEAD LOUVERED DOOR

7.

5.

4.

DOOR NOTES:

GLASS WITHIN RATED DOOR ASSEMBLIES SHALL BE 14" CLEAR POLISHED WIREGLASS. GLAZING IN ALL OTHER DOORS SHALL BE TEMPERED. IN DOORS THAT AREPART OF STOREFRONT OR CURTAIN WALL SYSTEMS, PROVIDE TEMPERED GLASSUNLESS NOTED OTHERWISE.

3. ALL RATED DOORS SHALL COMPLY WITH NFPA 80.

PER CBC CHAPTERS 10 AND 11, ALL EXIT DOORS;

PROVIDE ELECTRICAL POWER TO DOORS AS PER REQ'D BY HARDWARESCHEDULE.

2.

SEE SHEET AG01.10 - AG02.13 FOR DOOR SIGNAGE.

SEE HARDWARE SPECIFICATION SECTION 08 71 00 FOR HARDWAREAND HARDWARE MOUNTING HEIGHTS.

A. SHALL BE OPERABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE OREFFORT. BOTH THE DEADBOLT AND LATCH MUST RETRACT WITH ASINGLE-HAND MOTION.

SHALL HAVE HARDWARE MOUNTED BETWEEN 30"AND 34" ABOVE FINISHED FLOOR.

B.

C. SHALL HAVE A MINIMUM SIZE OF 36" WIDE AND 80" TALL ANDSHALL BE LESS THAN 48" IN WIDTH

SHALL BE CAPABLE OF OPENING A MINIMUM OF 90 DEGREES.D.

E. SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32".

SHALL HAVE A THRESHOLD NO MORE THAN 12" IN HEIGHT.F.

G. SHALL HAVE A 10" HIGH SMOOTH, UNINTERRUPTED SURFACEAT THE BOTTOM EDGE

LOCKS ON ALL EGRESS DOORS SHALL ALLOW FOR EXITING.

ALL DOORS SHALL BE FACTORY PREPARED FOR HARDWARE INCLUDINGINTERNAL BACKING FOR ALL CLOSERS.

4.

PROVIDE LEVER HANDLES AT ALL LOCK DEVICES1.

2.

3.

PROVIDE WEATHERSTRIPPING, RAIN DRIPS, AND THRESHOLDS AT ALLEXTERIOR DOORS.

HARDWARE NOTES:

5.

6.

PROVIDE SMOKE GASKETS AT ALL RATED INTERIOR DOORS.

ALL HARDWARE COMPONENTS SHALL CONFORM TO THE CODES ANDSTANDARDS SPECIFIED IN SECTION 08 71 00.

ABBREVIATIONS:

SEE FINISH SCHEDULE SHEET A09.00 FOR PAINT FINISHES AND COLORS8.

PROVIDE TEMPERED SAFETY GLASS IN SIDELIGHTS AND ALL PANELS WITHIN 24" OFEITHER EDGE OF THE DOOR.

6.

SEE SPECIFICATIONS SECTION 08 80 00 FOR GLASS TYPES.9.

SEE WINDOW SCHEDULE SHEET A08.10 FOR STOREFRONT CONFIGURATIONS.10.

SF = STOREFRONT - SEE WINDOW SCHEDULESC-WD = SOLID CORE WOODHM = HOLLOW METALAL = ALUMINUMSTL = STEELPREFIN. = FACTORY PREFINISHED - REFER TO SPECST = TEMPEREDP* = PAINT COLORW* = WOOD VENEER

1.

VINYL STRIP CURTAIN@ ALL EXT. OVERHEADCOILING DOORS

AS

SC

HE

D.

2"

2" AS

SCHED.

2"

AS

SC

HE

D.

2"

2" AS SCHED. 2"

2" AS

SCHED.

2"

AS

SC

HE

D.

2"

2'-0

"2

"

AS

SC

HE

D.

2"

2" AS

SCHED.

2"1'-10"

@ 4C

1'-4"

@ 4B

1"-2"

@ 4A

2"

DOORSCHEDULE

JOB: 05003.0700.11DATE: 04.01.08

SHEET:

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6741 L

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ISSUES

REVISIONS

01

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DOOR SCHEDULE

REV. MARK

GROUND FLOOR

CW100A

CW100B

CW100C

CW102A

CW103A

CW104A

CW105A

CW106A

CW106B

CW107A

CW108A

CW109A

CW110A

CW111A

CW112A

CW113A

CW115A

CW117A

CW119A

CW120A

CW121A

CW125A

CW125B

CW125C

CW127A

CW130A

CW130B

CW130C

CW130D

CW132A

CW133A

CW133B

CW133C

CW134A

CW134B

CW135A

CW136A

CW140A

CW140B

CW140C

CW142A

DOOR

NO

MIN

AL S

IZE

3'-0" x 8'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 8'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 8'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-6" x 7'-0" PR

3'-0" x 8'-0"

8'-0" x 10'-0"

8'-0" x 10'-0"

8'-0" x 10'-0"

3'-6" x 7'-0" PR

16'-0" x 14'-0"

3'-0" x 7'-0"

16'-0" x 14'-0"

4'-0" x 8'-0"

4'-0"x 8'-0" PR

4'-0" x 7'-0"

3'-6" x 8'-0"

3'-0" x 7'-0"

18'-0" x 13'-0"

8'-0" x 8'-2"

3'-6" x 7'-0" PR

TH

ICK

NE

SS

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

-

-

-

1 3/4"

-

1 3/4"

-

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

-

-

1 3/4"

TY

PE

F

F

F

F

F

F

F

FG

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

OH

OH

OH

F

OH

F

OH

F

F

F

L

F

OH

OH

F

MA

TE

RIA

L

HM

WD

WD

WD

WD

WD

WD

ALUM

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

HM

WD

HM

HM

HM

steel

steel

steel

HM

steel

HM

steel

HM

HM

HM

HM

HM

steel

steel

HM

FIN

ISH

paint

W

W

W

W

W

W

prefin

W

W

W

W

W

W

W

W

W

W

W

W

W

paint

W

paint

paint

paint

prefin

prefin

prefin

paint

prefin

paint

prefin

paint

paint

paint

paint

paint

prefin

prefin

paint

FRAME

TY

PE

1

4C

1

4B

4B

4B

4B

SF

1

1

1

1

1

4A

1

4B

4B

1

4B

4B

4B

1

1

1

2

1

-

-

-

2

-

1

-

1

2

1

1

3

-

-

2

MA

TE

RIA

L

HM

HM

HM

HM

HM

HM

HM

ALUM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

steel

steel

steel

HM

steel

HM

steel

HM

HM

HM

HM

HM

steel

steel

HM

FIN

ISH

paint

paint

paint

paint

paint

paint

paint

prefin

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

paint

DETAILS

HE

AD

04A/A08.41

07 & 10/A08.41

07/A08.41

07 & 10/A08.41

07 & 10/A08.41

07 & 10/A08.41

07 & 10/A08.41

01A/A08.41

07/A08.41

07/A08.41

07/A08.41

07/A08.41

07/A08.41

07 & 10/A08.41

07/A08.41

07 & 10/A08.41

07 & 10/A08.41

07/A08.41

07 & 10/A08.41

07 & 10/A08.41

07 & 10/A08.41

02A/A08.41

07/A08.41

07/A08.41

07/A08.41

02A/A08.41

05A/A08.41

05A/A08.41

05A/A08.41

07/A08.41

06A/A08.41

07/A08.41

06A/A08.41

02A/A08.41

07/A08.41

07/A08.41

04B/A08.41

02A&B/A08.41

05A/A08.41

13/A06.31

07/A08.41

JA

MB

04B/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

01B/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

02C/A08.41

08/A08.41

08/A08.41

08/A08.41

04B/A08.41

05B/A08.41

05B/A08.41

05B/A08.41

08/A08.41

06B/A08.41

08/A08.41

06B/A08.41

02C/A08.41

08/A08.41

08/A08.41

04B/A08.41

02C/A08.41

05B/A08.41

05B/A08.41

08/A08.41

JA

MB

04B/A08.41

11/A08.41

08/A08.41

11/A08.41

11/A08.41

11/A08.41

11/A08.41

01B/A08.41 sim.

08/A08.41

08/A08.41

08/A08.41

08/A08.41

08/A08.41

11/A08.41

08/A08.41

11/A08.41

11/A08.41

08/A08.41

11/A08.41

11/A08.41

11/A08.41

02C/A08.41

08/A08.41

08/A08.41

08/A08.41

04B/A08.41

05B/A08.41

05B/A08.41

05B/A08.41

08/A08.41

06B/A08.41

08/A08.41

06B/A08.41

02C/A08.41

08/A08.41

08/A08.41

04B/A08.41

02C/A08.41

05B/A08.41

05B/A08.41

08/A08.41

SIL

L

03B/A08.41

10/A08.41

06/A09.00

10/A08.41

10/A08.41

10/A08.41

10/A08.41

03A/A08.41

06/A09.00

-

03/A09.00

05/A09.00

03/A09.00

10/A08.41

04/A09.00

10/A08.41

10/A08.41

-

10/A08.41

10/A08.41

10/A08.41

03B/A08.41

-

04/A09.00

-

03B/A08.41

-

-

-

-

-

-

-

03B/A08.41

-

-

03B/A08.41

03B/A08.41

-

-

-

LABEL

FIR

E R

AT

ING

---

---

---

---

---

---

---

---

---

---

45 min.

45 min.

---

45 min.

---

---

---

---

---

HG

HA

RD

WA

RE

07

05

07

07

08

08

08

08

07A

09

02

01

06

08

08

REMARKS

motor operator, vinyl strip curtain



motor operator

see M02.11 for door louver intake requirement



6"

10"

6" 6"

10"

1'-9

"

6" 6"

01

01

01

02

02

02

02

02

02

02

SCALE: ############01 DOOR TYPES

SCALE: ############02 DOOR FRAMES

02




03

AutoCAD SHX Text

1

AutoCAD SHX Text

FG

AutoCAD SHX Text

F

AutoCAD SHX Text

2

AutoCAD SHX Text

OH

AutoCAD SHX Text

3

AutoCAD SHX Text

L

AutoCAD SHX Text

4A

AutoCAD SHX Text

4B

AutoCAD SHX Text

4C

Documents

A02 cw107 hall cw100 women cw108 men cw110 jan cw109 open office cw116 office cw113 office cw115 office cw117 office cw119 office cw120 office cw121 open office cw122 it workroom cw126