6
END OF RADIUS 1 1/2" DIAMETER GALVANIZED STEEL TUBE HANDRAIL TOP RAIL, 3 1/2"X3 1/2"X.125" GALVANIZED STEEL TUBE HANDRAIL AND BALUSTRADES 3/8" DIAMETER GALVANIZED WIRE CABLE, 1X19, TENSIONED TO MAINTAIN MAX. 3 1/2" SPACE BETWEEN CABLES UPRIGHT, 3 1'2"X3 1/2"X.125" GALVANIZED STEEL TUBE UPSTAND BALUSTRADES 1/2"R. TYP. 1/8"SL. TYP. Ø < 6" < 4", TYP. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 1" 8". 2' -10". 3' - 6" 1' - 0" 2' - 10". SEE PLAN RISER (R) TREAD (T) DIM. 1' - 0" SEE PLANS TREAD (T) 1" NOSING STAIR BOTTOM LANDING < 4", TYP. DETAIL A CONC. STAIR & LANDING VERIFY W/ STRUCTURAL FOR CONC. STAIR THICKNESS 1/2"R. TYP. 1/8" SL. TYP. Ø < 6" 1/2"R. TYP. 5" FROM THE END NON-SLIP STRIPPING FOR EXTERIOR USE (TYP.) < 4", TYP. 1 1/2" DIAMETER GALVANIZED STEEL TUBE HANDRAIL TOP RAIL, 3 1/2"X3 1/2" HSS GALVANIZED STEEL TUBE, 3/8" DIAMETER GALVANIZED WIRE CABLE, 1X19, TENSIONED TO MAINTAIN MAX. 3 1/2" SPACE BETWEEN CABLES UPRIGHT, 3 1/2"X3 1/2" X.125" GALVANIZED STEEL TUBE UPSTANDS AND BALUSTRADES A EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 6" EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 6" 2' -10". 3' - 6" 6" MIN. SEE PLAN TREAD (T) 1" NOSING SEE SECTION RISER (R) 1" MAX. STAIR INTERMEDIATE LANDING ELEVATION VIEW PLAN VIEW WALKWAY SECTION VIEW 1 1/2" DIAMETER GALVANIZED STEEL TUBE HANDRAIL (WHERE OCCURS) 1/2" DIAMETER GALVANIZED STEEL ROD HANDRAIL BRACKET 1/2" THICK, 2" DIAMETER GALVANIZED STEEL PLATE WELDED TO BRACKET & UPRIGHT TOP RAIL, 3 1/2"X3 1/2"X.125" GALVANIZED STEEL TUBE SECTION 3/8" DIAMETER GALVANIZED WIRE CABLE, 1X19, TENSIONED TO MAINTAIN MAX. 3 1/2" SPACE BETWEEN CABLES UPRIGHT, 3 1/2"X3 1/2"X.125" GALVANIZED STEEL TUBE SECTION GALVANIZED STEEL ANGLE EMBED AT SLAB EDGE PER STRUCTURAL HANDRAIL TYP. < 4" 2 1/2" 1/2" 4" 4" 3 1/2" 3 1/2" 3 1/2" 3' - 6" TYP. < 4" SECTION VIEW PLAN VIEW FLOOR SLAB SEE PLANS 1' - 0" 2'-10" HANDRAIL HEIGHT 3'-6" TYP. 2'-10" TYP. 3' - 6" 1' - 0" EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. < 4", TYP. STAIR TOP LANDING ELEVATION VIEW PLAN VIEW WALKWAY SECTION VIEW TOP RAIL, 3 1/2"x3 1/2" X.125" HSS GALVANIZED STEEL TUBE SECTION 3/8" DIAMETER GALVANIZED WIRE CABLE, 1X19, TENSIONED TO MAINTAIN MAX. 3 1/2" SPACE BETWEEN CABLES UPRIGHT BALUSTRADES 31/2"X3 1/2"X.125" GALVANIZED STEEL TUBE SECTION GALVANIZED STEEL ANGLE EMBED AT SLAB EDGE PER STRUCTURAL TYP. < 4" 1/2" 4" 4" 3 1/2" 4" 3 1/2" 3' - 6" TYP. < 4" WALKWAY SECTION VIEW PLAN VIEW A S T RENEWAL DATE E T A O F O F I L A C R N I 03/31/17 NO. C-30719 A R E J C I L N U N. E S D N A A W I N A N D H C R A E T T C IPD, Inc. @ Oakland Irvine Los Angeles 560 - 14th Street Suite 300 Oakland, CA 94612 Telephone 510 473 0300 Fax 510 473 0310 Architecture / Engineering / Consulting Drawing No. Drawing Title: Date Project No. Scale Checked By Drawn By Date Revision CONVERSION MANAGEMENT ASSOCIATES, INC. 1620 Montgomery Street Suite 320, San Francisco, CA 94111 415.597.8414 2025 Center Street Berkeley, CA 94704 4/5/2016 9:04:09 AM C:\Users\chlasny\Documents\Center St_chlasny.rvt As indicated A4.09 Center Street Parking Garage BID SET 02/26/16 A4.09 STAIR DETAILS 11/19/15 14877 SCALE: 1" = 1'-0" CONC STAIR AT GRADE 1 SCALE: 1" = 1'-0" CONC STAIR AT LANDING (EXTERIOR UPFLIGHT) 2 SCALE: 1 1/2" = 1'-0" CABLE GUARDRAIL 4 SCALE: 1" = 1'-0" DETAIL AT MAIN LANDING (EXTERIOR, DOWNFLIGHT) 3 2 ADDENDUM 2 3/25/16 3 ADDENDUM 3 4/1/16 SCALE: 1 1/2" = 1'-0" CABLE GUARDRAIL WITH NO HANDRAIL 5 3 3 3 3 3 3 3 3

Center Street Parking Garage - Berkeley, California · top rail, 3 1/2"x3 1/2" x.125" hss galvanized steel tube section 3/8" diameter galvanized ... tube section galvanized steel

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END OF RADIUS

1 1/2" DIAMETERGALVANIZED STEELTUBE HANDRAIL

TOP RAIL, 3 1/2"X3 1/2"X.125"GALVANIZED STEEL TUBEHANDRAIL ANDBALUSTRADES

3/8" DIAMETER GALVANIZEDWIRE CABLE, 1X19,TENSIONED TO MAINTAINMAX. 3 1/2" SPACEBETWEEN CABLES

UPRIGHT, 3 1'2"X31/2"X.125" GALVANIZEDSTEEL TUBE UPSTANDBALUSTRADES

1/2"R. TYP. 1/8"SL. TYP.

Ø < 6"

< 4", T

YP.

EQ. E

Q.EQ

. EQ.

EQ. E

Q.EQ

. EQ.

1"

8".

2' -1

0".

3' - 6

"

1' - 0

"

2' - 1

0".

SEE

PLAN

RISE

R (R

)

TREAD (T) DIM. 1' - 0"

SEE PLANS

TREAD (T) 1" NOSING

STAIR BOTTOM LANDING

< 4"

, TYP

.

DETAIL A

CONC. STAIR & LANDING

VERIFY W/ STRUCTURAL FOR CONC. STAIR THICKNESS

1/2"R. TYP.1/8" SL. TYP.

Ø < 6"

1/2"R. TYP.

5" FROMTHE END

NON-SLIP STRIPPINGFOR EXTERIORUSE (TYP.)

< 4", T

YP.

1 1/2" DIAMETERGALVANIZED STEELTUBE HANDRAIL

TOP RAIL, 3 1/2"X3 1/2" HSSGALVANIZED STEEL TUBE,

3/8" DIAMETER GALVANIZEDWIRE CABLE, 1X19,TENSIONED TO MAINTAINMAX. 3 1/2" SPACEBETWEEN CABLES

UPRIGHT, 3 1/2"X3 1/2"X.125" GALVANIZED STEELTUBE UPSTANDS ANDBALUSTRADES

A

EQ. E

Q.EQ

. EQ.

EQ. E

Q.EQ

. EQ.

6"

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.E

Q. 6"

2' -1

0".

3' - 6

"

6" M

IN.

SEE PLAN

TREAD (T) 1" NOSING

SEE

SECT

ION

RISE

R (R

)

1" MAX.

STAIRINTERMEDIATELANDING

ELEVATION VIEW

PLAN VIEW

WALKWAY

SECTION VIEW

1 1/2" DIAMETERGALVANIZED STEELTUBE HANDRAIL(WHERE OCCURS)

1/2" DIAMETERGALVANIZED STEELROD HANDRAILBRACKET

1/2" THICK, 2" DIAMETERGALVANIZED STEELPLATE WELDED TOBRACKET & UPRIGHT

TOP RAIL, 3 1/2"X31/2"X.125" GALVANIZEDSTEEL TUBE SECTION

3/8" DIAMETER GALVANIZEDWIRE CABLE, 1X19,TENSIONED TO MAINTAINMAX. 3 1/2" SPACE BETWEENCABLES

UPRIGHT, 3 1/2"X3 1/2"X.125"GALVANIZED STEEL TUBESECTION

GALVANIZEDSTEEL ANGLEEMBED AT SLABEDGE PERSTRUCTURAL

HANDRAIL

TYP.

< 4"

2 1/2"

1/2"

4" 4"

3 1/2"

3 1/

2"

3 1/

2"3'

- 6"

TYP.

< 4"

SECTION VIEW

PLAN VIEW

FLOOR SLABSEE PLANS

1' - 0

"

2'-10

" HAN

DRAI

L HE

IGHT

3'-6"

TYP

.

2'-10

" TYP

.

3' - 6

"

1' - 0"EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.

< 4", TYP.

STAIR TOP LANDING

ELEVATION VIEW

PLAN VIEW

WALKWAY

SECTION VIEW

TOP RAIL, 3 1/2"x3 1/2"X.125" HSSGALVANIZED STEELTUBE SECTION

3/8" DIAMETER GALVANIZEDWIRE CABLE, 1X19,TENSIONED TO MAINTAINMAX. 3 1/2" SPACE BETWEENCABLES

UPRIGHT BALUSTRADES31/2"X3 1/2"X.125"GALVANIZED STEELTUBE SECTION

GALVANIZEDSTEEL ANGLEEMBED AT SLABEDGE PERSTRUCTURAL

TYP.

< 4"

1/2"

4" 4"

3 1/2"

4"3

1/2"

3' - 6

"

TYP.

< 4"

WALKWAY

SECTION VIEW

PLAN VIEW

AST RENEWALDATEETA

OF OFILACRN

I

03/31/17

NO. C-30719

AR

E

JCIL

N

UN.

ES D

NAAW

INAND

HCRA

ET

TCIPD, Inc.

@

OaklandIrvine

Los Angeles

560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310

Architecture / Engineering / Consulting

Drawing No.

Drawing Title:

DateProject No.

ScaleChecked ByDrawn By

DateRevision

CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111

415.597.8414

2025 Center StreetBerkeley, CA 94704

4/5/2016 9:04:09 AM

C:\Users\chlasny\Documents\Center St_chlasny.rvt

As indicated

A4.09

CenterStreetParkingGarage

BID SET 02/26/16

A4.09

STAIR DETAILS

11/19/1514877

SCALE: 1" = 1'-0"

CONC STAIR AT GRADE 1

SCALE: 1" = 1'-0"

CONC STAIR AT LANDING(EXTERIOR UPFLIGHT) 2

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

CABLE GUARDRAIL 4

SCALE: 1" = 1'-0"

DETAIL AT MAIN LANDING(EXTERIOR, DOWNFLIGHT) 3

2 ADDENDUM 2 3/25/163 ADDENDUM 3 4/1/16

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

CABLE GUARDRAIL WITH NO HANDRAIL 5

3

3

3

3

3

3

3

3

NOT TO SCALE

1.5" X 1.5" CONT. STEEL TUBEFOR BACKING AT TOP OFRAILING PANELS, TYO.

A

ST

RENEWALDATE

ET

A

OFOFILAC

RNI

03/31/17

NO. C-30719

AR

E

JCI

L

N

UN.

ES D

NA

AW

INAND

HCRA

ET

TC

IPD, Inc.

@

Oakland

Irvine

Los Angeles

560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310

Architecture / Engineering / Consulting

Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111

415.597.8414

2025 Center StreetBerkeley, CA 94704

4/5/2016 5:12:26 PM

C:\Users\jleite\Documents\Center St_jleite.rvt

6" = 1'-0"

A4.10

CenterCenterCenterCenterStreetStreetStreetStreetParkingParkingParkingParkingGarageGarageGarageGarage

BID SET 02/26/16

A4.10A4.10A4.10A4.10

STAIR DETAILS

Author

11/19/15

14877

Checker

1 PLAN CHECK RESPONSE 2/26/16

3 ADDENDUM 3 4/1/16

3

3

NOTE:SEE A5.09 FOR SCREEN PATTERNTYPES AND SPECIFICATION 05 75 10.5bFOR PERFORATION MARGINS

3

UP

FD

FD

AXIOM-B

AXIOM-B

AXIO

M-B

H4041H4041

H4041H4041

H4041H4041

H4041H4041

LTS242LTS242

R30

LTS242

LTS242

LTS242

LTS242CR2448

CR2448CR2448

22/15

18/1

5

18/15

62666266

22/15 22/15

ZON

E

ZON

E

ZONE ZONE

ZON

E

ZONE

ZONE

2HI/35W

23/47

23/47

29/66

20/41

FD

INDICATES PARTITIONS TO RECIEVE R13 BATT INSULATION

INDICATES PARTITIONS TO RECIEVE 3 1/2" ACOUSTIC BATTINSULATION

WALL LEGEND:

INDICATES 1HR FIRE RATED WALL

INDICATES 3HR FIRE RATED WALL

2 3 4 5 61

A

B

A4

1A3.03

A5

A7.5

6" CONCRETE CURB.COORDINATE SIZEW/PAY STATION MANUF.

4" DIA. WEEPHOLE

8' - 9

"7'

- 4"

8' - 9

"

MECH

170.80

170.42

169.51

6' - 5

"

1' - 2 1/2"

12' -

7 1

/2"

10' - 0" 8' - 10" 15' - 1"

14' -

6 1

/2"

6' - 7

1/2

"

A0.074

work

statio

n

30" high counter

7' - 1

1"

UCREF

OPTIONAL DOORSTO CLOSE OFF THEAREA

STACKEDLOCKERS BYOTHERS

MV

40" MONITOR,TYP.

4A4.04

A1.75

HI-LOW DF

SECURITY/ATTENDANT POST

(5) LOCKERSBY OTHERS

15' -

2"

G108

G110

1A4.04

BIKESPACES

M

A4.20

1

2

3

A4.21

11

10

9

12

A4.211 3

2

4

A4.21

5

A4.21

15

TIRE INFLATIONSTATION J.E. ADAMS8670-2BGA OR SIM.ON 6" CONC. CURB

6' - 7

"

15' - 5"

8' - 2

1/2

"

7' - 4

"

12A9.04

4' - 1 1/2"

4' - 6

1/2

"4'

- 6 1

/2"

30" x 48"

MIRROR

HANDDRYER

HANDDRYER

HB

EQ EQ

WINDOW

7' - 4 1/2"

WINDOW

A4.18

10

A6.5

shelving

20' -

7"

11' -

8"

G113

G106

G101

MANAGER'SOFFICE

115

ARTDISPLAYSPACE

107

JAN.SEC.

OFFICE

108

ELEC.

113

IT/SVR

114

SECURITYOPERATIONS

109

BREAKROOM

116

STOR.

111

SUPPLYROOM

104

STOR.2

103

CASHIER

106

WOMEN

102

MEN

105

JAN.STORAGE

101

FUTURERETAIL

112

UNISEXRESTROOM

110

G112

G114

G111

G104

G109A

G109

G102

G116

19 19

NORTHERNELEVATOR

LOBBY

100G

100A

A4.20

6

D8

D8 D8 D8

B4

D8

B4

D6

E6

B4

B4

B4

B4

B4

D6

B4

B4

B4

C4

B4

F6

B4

F6

D6

D6

E6

D6

F6

D6

F6

B4B4

G6

B4

G100B

3A4.04

1A4.03

G132

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

36" HIGHRAILING

10' - 1"

1' - 6

"

6

7

8

5' - 1

"

4'-7"

(36"

MIN

.)

12".

CL

30" x

48"

32" M

IN.

3' - 0" 3' - 0"

EQCL

(5'-0

" MIN

.)

5' - 0

1/2

"

30" x 48"

60" MIN.

(36"

MIN

.)

3' - 5

"

1' - 1

0"

2' - 0

"

(44"

MIN

. CLR

.)

4' - 5

1/2

"

9' - 1"

3' - 8

1/2

"8'

- 6 1

/2"

2' - 6

1/2

"

(44"

MIN

.)

4' - 4

"

30" x 48"

EQEQ

14' -

2 1

/2"

30" x 48"

CL

A9.0220 A9.02

16

A9.0120

A9.014

A9.016

A9.0214

A9.0210

A9.026

A9.021

A9.022

A9.025

A9.0218

A9.0114

G115

12

3

13

1416

A4.21

19

17

1820

10

18

4 6

7

8

9

21

21

A5.027

A5.0218

3A6.03

F6

PLUMBING CHASE

3' - 0"

3' - 0"

30" x 48"

MIN.

18".

F12

F6 F6

J14

B4

B4

C4

C4 B4

E6

3' - 1

"

2' - 4

1/2

"4'

- 3 1

/2"

EQ EQ

2' - 7 1/2"

2' - 8 1/2"

18" MIN.

5' - 3"

1' - 1

0 1/

2"

7' - 1

1/2

"

6' - 0 1/2" 19' - 2 1/2" 2' - 0" 5' - 10 1/2" 4' - 7 1/2" 8' - 0" 8' - 3" 7' - 5"2' - 0"

ACC.LAV.

6' - 1 1/2"

(32" MIN.)

3' - 0" 2' - 4"

44" MIN. CLR.

8' - 4 1/2"

EQEQ

16' -

1"

14' -

8"

4" (TYP.)

18" MIN.

ALIGN

10' -

11

1/2"

17' -

9"

4' - 2

1/2

"

12" M

IN.

7" CONC. CURB

5' - 5

1/2

"

14' -

8"

1' - 0

"

A5.033

A2

56" M

IN.

4' - 7

1/2

"

ELEV. #1 ELEV. #2

EQ.

.

A5.0410

A9.0113

A9.0212

A9.0115

A5.0414

A9.0213

4A6.03

6A6.03

5A6.03

PLUMB.CHASE-SEEPLUMB.DWGS

A9.0219

A9.0217

2A6.03

10A6.03

9A6.03

7A6.03

A4.20

7

1A6.03

8A6.03

A9.0211

A9.0215

7 1/

2"

F.E.

C.

RECESSEDF.E.C.

RELOCATED(E) MURAL

A4.18 6

A4.18

9

A4.1811

7

A1.95

169.80

10"

169.80

169.59

6' - 8

"

6" CONCRETE WALLTYP.

4' - 8"

2' - 2 1/2"

169.8

016

9.80

H8

K

F6

D8

D8

A4.011

HK

F12

F12

B4

B4

F6

10 1/4"

11 1/4"

EQ EQ

30" x 48"

T7

T7 T7

T7

T7 T7

T7

T6 T6 T6

T6

T6

T6

T9T8

T8

T8

T5

T5T5T5T5

T5

T5

T5

T4

T3

4"

T1

T1

T1

1' - 6

"

T1T1T1

T1

T1

6"

6"

6"

EQUIP TOILET COMPARTMENT DOOR W/SELF CLOSING HARDWARE. HANDLES,LOCKS, LATCHES, AND OTHER OPERABLEPARTS ON DOOR SHALL BE 34" MIN. TO 44"MAX. A.F.F., TYPICAL

5" M

AX.

15" M

IN.

4"

5' - 8"

CLEA

R

1' - 1

"

PROVIDE (3) 1/2" DIA.ANCHOR BOLT PER FLANGE(2 MOUNTING FLANGE PERRACK), OR PER MFRRECOMMENDATION

3.1%

UP

2.95%

UP

7' - 5

"1'

- 4 1

/2"

7 1/

2"7'

- 3"

9' - 6

"

T.D

T.D

RELOCATED (E) PAYSTATION ON 6" RAISEDCONC. PAD

15' -

6 1

/2"

17' - 7"

SEE 1/A4.12C5

T10

T10

T13

5' - 6"

4' - 0

"

4' - 0"

3

PIPE PROTECTIONAT COLUMN. SEEDETAIL 16/A7.01SIMILAR

AST RENEWALDATEETA

OF OFILACRN

I

03/31/17

NO. C-30719

AR

E

JCIL

N

UN.

ES D

NAAW

INAND

HCRA

ET

TCIPD, Inc.

@

OaklandIrvine

Los Angeles

560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310

Architecture / Engineering / Consulting

Drawing No.

Drawing Title:

DateProject No.

ScaleChecked ByDrawn By

DateRevision

CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111

415.597.8414

2025 Center StreetBerkeley, CA 94704

4/1/2016 11:18:13 AM

C:\Users\chlasny\Documents\Center St_chlasny.rvt

1/4" = 1'-0"

A4.12

CenterStreetParkingGarage

BID SET 02/26/16

A4.12

ENLARGED FLOORPLAN - ADDISONSTREET LOBBY

Author

11/19/1514877

Checker

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

ENLARGED PLAN 1 NOTES:

1. ALL GROUND FLOOR LOBBY WALLS INCLUDINGRESTROOMS AND CORRIDOR TO BE ANTI-GRAFFITIPAINTED FROM FLOOR TO CEILING

2. PROVIDE VAPOR BARRIER BELOW SLAB AT ALLHABITABAL ROOMS.

3. REFER TO A4.17 FOR PLUMBING FIXTURES ANDTOILET ACCESSORIES MOUNTING HTINFORMATION, ALSO SEE ENLARGED PLANS ANDINTERIOR ELEVATIONS DRAWINGS FOR LOCATION.

1 PLAN CHECK RESPONSE 2/26/162 ADDENDUM 2 3/25/163 ADDENDUM 3 4/1/16

3

FD

FD

DN

2 3 4 51

C

B3.5

B7.5

15' - 1" 15' - 4"

29' - 4 1/2"

18' - 6"

11' - 2"

26' - 11"

4"

11' - 0"

GENERATOR

ROOM

119

TRASH/

RECYCLING

121

G119

G118B

G117A

G117C

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

15' - 1"

26' - 11"

D8

D8

D8

D8

D8

D8

D8

D8D8D8

D8 18" HIGH STEELREMOVABLE CURB

TYP.

A5.03

4

A5.03

1

G117

CONC. WALL

169.00

DYNAMIC SIGNAGE W/SPACE AVAILABILITY

A8.01

1

169.33

G117B

DYNAMIC SIGNAGEW/ SPACEAVAILABILITY

24" MIN.

60" MIN.

MAIN

ELECTRICAL

ROOM

118

MPOE

120

18" HIGH CONC.CURB

G120G

118A

G121

8' - 7 1/2"

56" X 88"INTAKELOUVER

40" X 88"EXHAUSTLOUVER

15

A9.04

INDICATES PARTITIONS TO RECIEVE R13 BATT INSULATION

INDICATES PARTITIONS TO RECIEVE 3 1/2" ACOUSTIC BATTINSULATION

WALL LEGEND:

INDICATES 1HR FIRE RATED WALL

INDICATES 3HR FIRE RATED WALL

A

ST

RENEWALDATE

ET

A

OFOFILAC

RNI

03/31/17

NO. C-30719

AR

E

JCI

L

N

UN.

ES D

NA

AW

INAND

HCRA

ET

TC

IPD, Inc.

@

Oakland

Irvine

Los Angeles

560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310

Architecture / Engineering / Consulting

Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111

415.597.8414

2025 Center StreetBerkeley, CA 94704

4/1/2016 9:40:03 AM

C:\Users\jleong\Documents\Center St_jleong.rvt

1/4" = 1'-0"

A4.13

CenterCenterCenterCenterStreetStreetStreetStreetParkingParkingParkingParkingGarageGarageGarageGarage

BID SET 02/26/16

A4.13A4.13A4.13A4.13

ENLARGED FLOORPLAN - ADDISONSTREET SIDE

Author

11/19/15

14877

Checker

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

ENLARGED PLANS2

NOTES:

1. PROVIDE HOUSE KEEPING PAD FOR EMERGENCY GENERATOR.VERIFY SIZE AND LOCATION WITH ELECTRICAL CONTRACTOR.

2. PROVIDE 18" HIGH CONCRETE CURB ALL AROUND GENERATOR ROOM. CURB AND SLABTO HAVE INDUSTRIAL EPOXY COATING.

6" DIAMETER BOLLARDW/ GALV CHAIN . SEE10/A7.01

6" DIAMETER BOLLARDW/ GALV CHAIN . SEE10/A7.01

1 PLAN CHECK RESPONSE 2/26/16

3 ADDENDUM 3 4/1/16

1. P

FD

FD

FD

UP

FD

FD

FD

FD

12 14 1715 16

B

C

A3.021

13

B3

CEN

TER

STR

EET

(2) PAY STATIONS ONONE 6" CONCRETECURB

± 294 BIKES

167.0

48' -

3"

13' -

0 1

/2"

TEMPERED GLASSOVER CMU WALL

POWER ACTUATEDSLIDING DOOR

STORAGE

GLASS, TYP.

RELOCATED (E) WORKBENCH & PEG BD(BY OTHERS)

12' -

10"

CHECK-IN COUNTER W/SHELVING BELOW

TRANSACTION/ SERVICEWINDOW TO STREET

RELOCATED (E)DISPLAY (BY OTHERS)

FOR COFFEESERVICE AREA SEEFOOD SERVICESDRWG FS1-FS5

CLOSET

slope to drain

slope to drain

slope to drain

CONCRETEPAVING-SEELANDSCAPEDWGS

slope to drain

8' - 2 1/2"

4' - 5"

3' - 5

"

B8.5

5' - 0 1/2"

4A6.01

G128

2A4.08

ELECTRICCHARGING STATIONFOR 6 BIKES

TIRE INFLATION STATIONJ.E. ADAMS 8670-2BGA ORSIM. ON 6" CONC. CURB

FACILITYMAINTENANCE

STORAGE

131

SOUTHSTAIRLOBBY

130

UNISEXRESTROOM

128

BICYCLEVALET

PARKING

129

BIKELINK

SPACE

126

BIKERETAIL

127

G129A

BIKE RACKS, TYPICAL

B5

D8

D8

D8

D12

D8

D8

B4

D8

D8

B4

B4

D8

B4

D8

D12

D12

F8

G131

5A4.08

A4.23

1

2

3

4

11 11 11

12

13

16

17

(60" MIN.)

5' - 0"

MIN.

18".

G130B

F8

D8L8

B4

METAL PANELCOVER

(NO TILE)

METAL PANELBELOW WINDOW

I14

D8

D8

D8

D8 H8

4' - 1

"

2' - 6

"

7' - 5

" A5.033B

A5.033C

B8

167.02

168.30

168.30 167.22

167.5

4

167.32

167.3

0

167.06

167.13

167.

16

167.16

168.30

167.16

167.1

6

167.16

168.30

167.1

6

167.1

6

167.06

1' - 3 1/2"

G130F

G130E

BikeParking 1

2

3

4

BikeParking 5BikeParking 6BikeParking 7BikeParking 8

8' - 5

1/2

"

A9.0315

A9.033

2A6.04

A9.031

A9.036

A9.035

B7

1' - 4 3/8"

1' - 7 5/8"1' - 10" 1' - 10"

A9.037

1A6.04

5A6.04

8A6.04

7A6.04

6A6.04

G126

6A6.04

SIM.

2A6.04

SIM.

W.P.MEMBRANE

16.3

1.5% slope to

drain, typ.1.5% slope to

drain

RELOCATED(E) MURAL

6" CONCRETEWALL UNDERSTAIR

6A4.08

9' - 6

"

2"

22" X FULL HT. CONC. WALL

10A6.04

4A6.04

3A6.04

T7

T6

T8 T4

T3

T5

T1

60" MIN.

24" C

LR.

G127

SECURE THE UPRIGHTFRAMING TO THE FLOOR W/ (5)WEDGE ANCHORS EACH ASPER MFR'S RECOMMENDATION

SURFACE MOUNT TOCONCRETE FLOOR - (1) 1/2"(OR 5/8") X 5" WEDGE ANCHORBOLTS @ EACH CORNER OFRACK (4 TOTAL), TYPICAL

CLR.

1' - 6

"

CLE A

R

1' - 1

"

ELEV. #3 ELEV. #4

G129

14

5' - 0"

8' - 4"

2' - 6

"

BIKE RACKS IN THIS ROOM TO BEDEMOUNTED FROM CURRENT BIKESTATION AND RELOCATED AND INSTALLAT THIS LOCATION.

48" HT. ACROVYN CORNER GUARD (TYPICAL OF 5) CORNER GUARD

CORNER GUARD

2' - 0

"

5' - 11 1/2"

25 26

G125M

1AA5.02

PIPE PROTECTION ATCOLUMN. SEE DETAIL16/A7.01 SIMILAR

3

14 15 16

C

B8.5

B8

B7

16.3

STAIR ABOVE

SLAB ABOVE

BEAM, SSDEQEQ

LIGHT FIXTURE, TYP.SED

CENTERLIGHTS ONCENTER OFWINDOW

CENTER LIGHTS ONCENTER OF DOOR

3' - 5

"

STAIR ABOVE BULKHEADSOFFIT

ALUM. COVER FOR ROLL DQWNDOOR HOUSING

EQ EQ

EQ EQ

EQ. EQ.

LINIER FIXTURERECESSED IN SLAB,SED

ACCESS PANEL

6A4.08

GYP. BD WITH APPLIEDFINISH CEILING - STO QUIKGOLD SYSTEM INCLUDINGBASE COAT AND MESH

3A6.02

INDICATES PARTITIONS TO RECIEVE R13 BATT INSULATION

INDICATES PARTITIONS TO RECIEVE 3 1/2" ACOUSTIC BATTINSULATION

WALL LEGEND:

INDICATES 1HR FIRE RATED WALL

INDICATES 3HR FIRE RATED WALL

AST RENEWALDATEETA

OF OFILACRN

I

03/31/17

NO. C-30719

AR

E

JCIL

N

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ES D

NAAW

INAND

HCRA

ET

TCIPD, Inc.

@

OaklandIrvine

Los Angeles

560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310

Architecture / Engineering / Consulting

Drawing No.

Drawing Title:

DateProject No.

ScaleChecked ByDrawn By

DateRevision

CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111

415.597.8414

2025 Center StreetBerkeley, CA 94704

4/1/2016 11:21:58 AM

C:\Users\chlasny\Documents\Center St_chlasny.rvt

1/4" = 1'-0"

A4.14

CenterStreetParkingGarage

BID SET 02/26/16

A4.14

ENLARGED FLOOR &RCP PLANS - CENTER

ST. SIDE

11/19/1514877

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

ENLARGED PARTIAL GROUNDLEVEL LOBBY FLOOR PLAN 2

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

GROUND LEVEL RCP - CENTER ST. 1

NOTES:

1. ALL GROUND FLOOR LOBBY WALLS TO BE ANTI-GRAFFITI PAINTED FROM FLOOR TO CEILING

2. PROVIDE VAPOR BARRIER BELOW SLAB AT ALLHABITABAL ROOMS.

3. REFER TO A4.17 FOR PLUMBING FIXTURES AND TOILETACCESSORIES MOUNTING HT INFORMATION, ALSO SEE ENLARGEDPLANS AND INTERIOR ELEVATIONS DRAWINGS FOR LOCATION.

4. SEE FOOD SERVICE DRAWINGS FS1 THROUGH FS5 FOR SCOPE OFWORK IN THE COFFEE AREA.

1 PLAN CHECK RESPONSE 2/26/162 ADDENDUM 2 3/25/163 ADDENDUM 3 4/1/16

3

3

FINISH FLOOR

HINGELC

HINGE

HINGECL

CL

PANIC DOOR DEVICE,W.O.

LATCH SETWHERE OCCURS

CARD READER IFREQUIRED

CLOSER WHERE OCCURS

1 1/2 PR HINGES < 90" TALL 2PR >90" TO 120" TALL

NOTES :1. ALL RATED DOORS ARE TO BE POSITIVE LATCHING AND SELF-CLOSING.2. "LABEL" SHALL MEAN "FIRE ASEMBLY" AS DEFINED IN C.B.C.3. ALL FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED

GASKETING MATERIAL SO INSTALLED TO PROVIDE A SEAL WHERE THEDOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP.(C.B.C. SECTION 1005.8.1) - SEE SPECS

6"

EQ.

EQ.

10"3' - 4 3/8"

6"

TYPE-A

DOOR TYPES

TYPE-B

TYPE- G

SEE SCHEDULE

TEMPERREDGLASS

10"

TYPE-H (OPEN GRILLE)

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

7' - 0"

A.F.F.

3' - 7" MAX.

2' - 6"

TYPE-D

SEE SCHEDULE

SEE SCHEDULE

5"10"

TYPE-F

SEE SCHEDULE

SEE SCHEDULE

TYPE-ITYPE-JTYPE-K

TYPE-C

SEE SCHEDULE

SEE SCHEDULE

10"

12" x 24"LOUVER

TYPE- L

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

SEE SCHEDULE

SLIDING DOOR W/EMERGENCYEGRESS BREAK-AWAY PANEL TUBE STEEL,

SEE A5.03

TYPE-E (COFEE SHOP)

8'-0" (V.I.F.)

9'-0" (V.I.F.)

COUNTER HEIGHT

6'-0" (A.F.F.)

GLASSINSERTS

SEE SCHEDULE

SEE SCHEDULE

DOORS NOTES:

1. HOLLOW METAL DOOR FRAMES SHALL BE 16 GAUGE/WELDED. FRAMES TO BE FACTORY PRIMED.

2. FIRE-RATED ASSEMBLIES SHALL BE EQUIPPED WITH SELF-CLOSING AND LATCHING HARDWARE. HINGES ON DOORS WITH FIRE ASSEMBLIES SHALL BE BALL BEARING ANTI-FRICTION TYPE

3. ALL REQUIRED EXIT DOORS SHALL BE ACCESSIBLE PURSUANT TO STATE AND FEDERAL ADA ACCESSIBILITY (CBC SECTION 11B.404).

4. ALL EXIT ACCESS DOORS LOCATED IN FIRE-RATED WALLS OR PARTITIONS OR SMOKE BARRIERS SHALL COMPLY WITH CBC SECTION 715. ALL RATED ASSEMBLIES, DOORS AND FRAMES AND GLAZING SHALL HAVE PERMANENTLY AFFIXED LABELS.

5. PROVIDE SMOKE SEALS, CLOSER, AND ASTRAGALS (DOUBLE DOORS) AT ALL FIRE-RATED DOORS.

6. PROVIDE WEATHER STRIP AND CLOSER AT ALL EXTERIOR DOORS.

7. HINGE QUANTITIES VARY WITH SIZE OF DOOR. PROVIDE 1.5 PAIR HINGES MINIMUM FOR DOORS UP TO 7’-6” HIGH AND ONE ADDITIONAL HINGE FOR EACH ADDITIONAL 30-INCHES IN HEIGHT.

8. AT EGRESS DOORS USED IN PAIRS, PROVIDE AUTOMATIC FLUSH BOLTS (PROVIDED THE INACTIVE LEAF HAS NO LEVER/KNOB HARDWARE (CBC 1008.1.8.3).

9. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE (CBC 1008.1.2).

10. ANY GLAZING IN DOORS MUST BE “SAFETY GLAZING.”

11. AT EXTERIOR DOORS, ALL HINGES MOUNTED TO THE EXTERIOR SIDE OF THE DOOR SHALL HAVE NON-REMOVABLE PINS.

12. AT ALL EXTERIOR DOORS, THE SURROUNDING EXTERIOR PAVING OR SIDEWALK SHALL BE ILLUMINTED WITH A MINIMUM OF 1.0 FOOTCANDLE OF LIGHT.

13. SINGLE DOORS, WHICH ARE NOT IDENTIFIED TO HAVE SIMPLE PASSAGE LATCH-SETS, SHALL BE EQUIPPED WITH EITHER A DOUBLE CYLINDER DEAD BOLT OR A SINGLE CYLINDER DEAD BOLT.

14. DOUBLE DOORS SHALL BE EQUIPPED AS FOLLOWS: THE ACTIVE LEAF SHALL HAVE LOCKING DEVICE SIMILAR TO THE SINGLE DOOR ABOVE AND THE INACTIVE LEAF SHALL BE EQUIPPED WITH FLUSH-BOLTS THAT HAVE BEEN TESTED TO COMPLY WITH APPLICABLE

PROVISIONS OF THE CALIFORNIA BUILDING CODE.

15. AT ALL EGRESS DOORS, DOOR HARDWARE SHALL ALLOW FOR DOORS TO BE READILY OPENED FROM THE EGRESS SIDE, WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT PURSUANT TO CBC 1008.1.9

16. PROVIDE 10-INCH KICKPLATE AT BOTTOM OF GLAZED (STOREFRONT-TYPE) DOORS. CBC 11B-404.2.10

17. ALL DOORS SHALL BE A MINIMU OF 36-INCHES WIDE AND PROVIDE REQUIRED 32-INCHES CLEAT WIDTH WHEN OPEN. CBC 11 B-404.2.3

18. AT EXTERIOR DOOR OPENINGS: PROVIDE 24-INCH STRIKE-SIDE X 60-INCH DEEP CLEARANCE (SLOPES IN ANY DIRECTION TO BE LESS THAN 2%).

19. AT INTERIOR DOOR ENTRANCES: PROVIDE 18-INCH STRIKE-SIDE X 60-INCH DEEP CLEARANCE (SLOPES IN ANY DIRECTION TO BE LESS THAN 2%).

A

ST

RENEWALDATE

ET

A

OFOFILAC

RNI

03/31/17

NO. C-30719

AR

E

JCI

L

N

UN.

ES D

NA

AW

INAND

HCRA

ET

TC

IPD, Inc.

@

Oakland

Irvine

Los Angeles

560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310

Architecture / Engineering / Consulting

Drawing No.

Drawing Title:

Date

Project No.

Scale

Checked By

Drawn By

DateRevision

CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111

415.597.8414

2025 Center StreetBerkeley, CA 94704

4/4/2016 5:38:07 PM

C:\Users\jleite\Documents\Center St_jleite.rvt

1/4" = 1'-0"

A5.01

CenterCenterCenterCenterStreetStreetStreetStreetParkingParkingParkingParkingGarageGarageGarageGarage

BID SET 02/26/16

A5.01A5.01A5.01A5.01

DOOR AND ROOMFINISH SCHEDULES

Author

11/19/15

14877

Checker

DOOR SCHEDULE

TAG LEVEL TYPE THK.

DOOR OPENINGFRAME

MATERIAL DETAILHARDWAREGROUP

FIRERATING RemarksMATERIAL FINISH WIDTH HEIGHT

100A GROUND LEVEL TYPE H 0' - 2" 8' - 6" 8' - 1" STL CHAN 1&3/A5.03 1 ROLLING GRILL

100B GROUND LEVEL TYPE H 0' - 2" 9' - 9" 9' - 6" STL CHAN 1&3/A5.03 1 ROLLING GRILL

101 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 3/A5.04 3

102 GROUND LEVEL TYPE-C 0' - 1 3/4" 2' - 10" 7' - 0" HM 9/A5.04SIM 4

104 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 4

106 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 5

107 GROUND LEVEL TYPE J 0' - 0" 3' - 0" 8' - 4 1/2" FRAMELESS

108 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 9/A5.04 7 JANITOR

109 GROUND LEVEL TYPE A 0' - 1 3/4" 3' - 0" 7' - 0" HM 9/A5.04 8 PROVIDE CARD READER

109A GROUND LEVEL TYPE-D 0' - 1 3/4" 5' - 0" 7' - 0" HM 13/A5.04 9 CLOSET

110 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 10 TOILET

111 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 11 STORAGE

112 GROUND LEVEL TYPE I 3' - 0" 7' - 0 1/2" ALUM SF 12 STORE FROINT

113 GROUND LEVEL TYPE-B 0' - 1 3/4" 3' - 0" 7' - 0" HM 3/A5.04 13 ELECTRICAL ROOM - 2 SINGLE DOOR

114 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 14 IT

115 GROUND LEVEL TYPE I 3' - 0" 7' - 6 3/4" ALUM SF 15

116 GROUND LEVEL TYPE A 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 16

117 GROUND LEVEL TYPE G 0' - 0 1/2" 3' - 4" 7' - 6 1/4" TUBE STL 4/A5.03 17 PROVIDE PANIC HARDWARE & CARD READER

117A GROUND LEVEL TYPE H 0' - 2" 10' - 6" 9' - 6" TUBE STL 1/A5.03 1 ROLLING GRILL

117B GROUND LEVEL TYPE H 0' - 2" 10' - 6" 9' - 6" TUBE STL 1/A5.03 1 ROLLING GRILL

117C GROUND LEVEL TYPE H 0' - 2" 10' - 6" 9' - 6" TUBE STL 1/A5.03 1 ROLLING GRILL

118A GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 20 PROVIDE PANIC HARDWARE

118B GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 20 PROVIDE PANIC HARDWARE

119 GROUND LEVEL TYPE-D 0' - 1 3/4" 6' - 0" 7' - 0" HM 2/A5.04 21 GENERATOR ROOM PAIR

120 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 4

121 GROUND LEVEL TYPE-D 0' - 2" 5' - 6" 7' - 0" HM 2/A5.04 22

122 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 17/A5.04 23

123 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 9/A5.04 23

124 GROUND LEVEL TYPE-D 0' - 2" 6' - 0" 7' - 0" HM 2/A5.04 22

125A GROUND LEVEL TYPE G 0' - 0 1/2" 3' - 0 3/4" 7' - 0" TUBE STL 4/A5.04 17 PROVIDE PANIC HARDWARE & CARD READER

125B GROUND LEVEL TYPE H 0' - 2" 10' - 2" 7' - 10" STL CHAN 1/A5.03 1 ROLLING GRILL

125C GROUND LEVEL TYPE H 0' - 2" 10' - 7" 9' - 6" STL CHAN 1/A5.03 1 ROLLING GRILL

125D GROUND LEVEL TYPE H 0' - 2" 16' - 1" 9' - 6" STL CHAN 1/A5.03 1 ROLLING GRILL

125F GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 11

125M GROUND LEVEL TYPE E 0' - 2" 8' - 0" 11' - 2" STL CHAN 1/A5.03SIM INSULATED OVERHEAD COILING DOOR

126 GROUND LEVEL TYPE I 3' - 6 1/4" 7' - 0" ALUM SF 24 PROVIDE CARD READER

127 GROUND LEVEL TYPE L 0' - 2" 9' - 0" 7' - 2 1/2" ALUM SF 1 SLIDING DOOR. PROVIDE DECAL SIGN ABOVE THE DOORTO READ "IN EMERGENCY - PUSH TO OPEN". 1" HIGHLETTER WITH HIGH CONTRAST LETTERS

128 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 10

129 GROUND LEVEL TYPE I 4' - 0" 6' - 11 3/4" ALUM SF 15

129A GROUND LEVEL TYPE-B 0' - 1 3/4" 2' - 6" 7' - 0" HM 13/A5.04 3

130B GROUND LEVEL TYPE H 0' - 2" 9' - 6" 9' - 6" STL CHAN 1/A5.03 ROLLING GRILL

130E GROUND LEVEL TYPE G 0' - 0 1/2" 3' - 1" 7' - 6 1/4" TUBE STL 4/A5.03SIM 28 PROVIDE PANIC HARDWARE, NO CARD READER

130F GROUND LEVEL TYPE G 0' - 0 1/2" 5' - 0" 7' - 6 1/4" TUBE STL 4/A5.03SIM 26

131 GROUND LEVEL TYPE-D 0' - 1 3/4" 5' - 0" 7' - 0" HM 2/A5.04 27

132 GROUND LEVEL TYPE-F 11' - 0" 7' - 6" ALUM SF SLIDING DOOR, NO HARDWARE

201 SECOND LEVEL TYPE K 0' - 2" 4' - 9 1/4" 8' - 9" GALV PIPE 2 N/A

202 SECOND LEVEL TYPE K 0' - 2" 4' - 9 1/4" 8' - 9" GALV PIPE 2 N/A

301 THIRD LEVEL TYPE-D 0' - 1 3/4" 6' - 0" 7' - 0" HM 3/A5.04 29 2HR

302 THIRD LEVEL TYPE-D 0' - 1 3/4" 6' - 0" 7' - 0" HM 3/A5.04 29 2HR

401 FOURTH LEVEL TYPE-B 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 30

402 FOURTH LEVEL TYPE-B 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 30

ROOM FINISH SCHEDULE

NUMBER NAME LEVELFLOORFINISH CEILING

WALL FINISH

EAST SOUTH WEST NORTH

100 NORTHERN ELEVATOR LOBBY GROUND LEVEL SEALEDCONCRETE W/

STAINED 'RIBBON'

GYP. BD W/ APPLIED FINISH AGP AGP AGP

101 JAN. STORAGE GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD

102 WOMEN GROUND LEVEL CERAMIC TILE GYP. BD W/ APPLIED FINISH CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE

103 STOR. 2 GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CONCRETE PNT CMU PNT CMU PNT CMU

104 SUPPLY ROOM GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT GYP. BD PNT CMU

105 MEN GROUND LEVEL CERAMIC TILE GYP. BD W/ APPLIED FINISH CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE

106 CASHIER GROUND LEVEL RESILIENTFLOORING

ACOUSTICAL TILE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD

107 ART DISPLAY SPACE GROUND LEVEL SEALEDCONCRETE

GLASS GLASS PNT GYP. BD GLASS

108 JAN. SEC. OFFICE GROUND LEVEL RESILIENTFLOORING

ACOUSTICAL TILE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD

109 SECURITY OPERATIONS GROUND LEVEL RRESILIENTFLOORING

ACOUSTICAL TILE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD

110 UNISEX RESTROOM GROUND LEVEL RESILIENTFLOORING

PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD

111 STOR. GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD

112 FUTURE RETAIL GROUND LEVEL NO SLAB EXPOSED STRUCTURE PNT GYP. BD PNT GYP.BD/GLASS

STOREFRONT STOREFRONT

113 ELEC. GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT GYP. BD PNT GYP. BD PNT CMU PNT CMU

114 IT/SVR GROUND LEVEL RESILIENTFLOORING

EXPOSED STRUCTURE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD

115 MANAGER'S OFFICE GROUND LEVEL RESILIENTFLOORING

ACOUSTICAL TILE STOREFRONT PNT GYP. BD PNT GYP. BD PNT GYP. BD

116 BREAK ROOM GROUND LEVEL RESILIENTFLOORING

ACOUSTICAL TILE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD

117 NORTHEN VECHICULAR ENTRANCE GROUND LEVEL CONCRETE EXPOSED STRUCTURE AGP AGP AGP

118 MAIN ELECTRICAL ROOM GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

119 GENERATOR ROOM GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

120 MPOE GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

121 TRASH/ RECYCLING GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

122 WOMEN GROUND LEVEL CERAMIC TILE PNT GYP. BD CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE

123 MEN GROUND LEVEL CERAMIC TILE PNT GYP. BD CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE

124 TRASH/ RECYCLING RM GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

125 SOUTHERN VECHICULAR ENTRANCE GROUND LEVEL CONCRETE EXPOSED STRUCTURE

126 BIKE LINK SPACE GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU STOREFRONT PNT CMU PNT CMU

127 BIKE RETAIL GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT GYP. BD PNT CMU

128 UNISEX RESTROOM GROUND LEVEL SEALEDCONCRETE

PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD

129 BICYCLE VALET PARKING GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

130 SOUTH STAIR LOBBY GROUND LEVEL STONE PAVERS GYP. BD W/ APPLIED FINISH AGP AGP AGP

131 FACILITY MAINTENANCE STORAGE GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

301 SWEEPER THIRD LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

401 CTRL. FOURTH LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

402 CTRL FOURTH LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

405 BACKFLOW PREVENTER RM GROUND LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

407 OPERATOR STORAGE THIRD LEVEL SEALEDCONCRETE

EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU

PROVIDE CARD READER

1 PLAN CHECK RESPONSE 2/26/16

2 ADDENDUM 2 3/25/16

3 ADDENDUM 3 4/1/16

AGP ANTI-GRAFFITI PAINT

ABBREVIATIONS

PNT PAINTED

33

3

3

3

CHAIN LINK

CHAIN LINK