P01 - PWS Attachment 8 - Building 615 Drawings.pdf

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Attached to
Z1DZ--Develop Maintenance Management Plan Solicitation Amendment | Change of Site Visit, Response date and add attachments Federal contract opportunity
Solicitation number
36C26124Q0843
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 21

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This document contains architectural drawings for the Chiller Building Foundation and Roof Plan as part of the Polytrauma and Blind Rehabilitation Center project. The drawings provide details on the concrete foundation and roof framing, including dimensions, column locations, slab reinforcement, and construction notes. Key elements include a chiller crane rail, cooling tower platform, pipe rack framing, and panel elevations for the concrete tilt-up wall panels. The drawings indicate this is part of a construction project for the Department of Veterans Affairs.

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301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.882.7718 www.smithgroup.com

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

Associate Architect:

The Design Partnership LLP

Architects + Planners

L o g i n

K

E N

T

P

A R

S H

A L

D r a w i n g

F i l e S

G I z P

P

E

S d w g

P l o t t i n g

D a t e

A

M a s t s a v e d b y

T h u r s d a y

M a y

A

M

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.882.7718 www.smithgroup.com

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

Associate Architect:

The Design Partnership LLP

Architects + Planners

L o g i n

K

E N

T

P

A R

S H

A

D r a w i n g

F i l e S

G I z P

P

E

S d w g l o t t i n g

D a t e

M a s t s a v e d b y

T u e s d a y

S e p t e m b e r

P

M

C1 C2 C3 C4

CA

CB

25' - 0" 30' - 0" 25' - 0"

0"

PANEL CA-2

P.

J.

PANEL CB-2

P.

J.

P.

J.

P.

J.

P.J.

P.J.

P.J.

P.J.

P.J.

P.J.

W8x40 COLUMN, TYPICAL

SEE 48/SS7.1.2 FOR BASE

PLATE INFO.

BOLLARDS, S.A.D.

SS2.1.1

SS5.1.1

SS5.1.1

TYP.

SS5.1.1

TYP.

SS5.1.1

SS5.1.1

SL

OP

E S.

A.

D.

SS5.1.1

TYP.

SS5.1.1

TYP.

SS7.1.1

TYP.

SS7.1.1

TYP.

SS2.1.1

TYP.

SS5.1.1

SS5.1.1

TYP.

TYP.

TYP.

TYP.

SS5.1.1

TYP.

SS2.1.1

FOR FRAMING

LOCATION, S.A.D.

SS5.1.1

COOLING

TOWER

PIPE RACK16

SS5.1.1

TYP.

T.O. FTG.

ELEV.=-2'-6"

1' - 6" 1' - 8"

83' - 2"

3'

- 6

2'

- 0

EQ

EQ

1' - 0"1' - 0"

2' - 0"

EQ.

EQ

EQ

EQ

2'

- 0

EQ. EQ.

TYP

TY

P

2'

- 6

2'

- 6

TYP

2' - 6"

TYP

2' - 6"

TYP

2' - 6"

TYP

2' - 6"

4'

- 2

1'

- 6

TYP

6' - 0"

TY

P.

2'

- 6

"TY

P

5'

- 6

TY

P

2'

- 6

1'

- 8

TYP

3' - 0"

PA

NE

L C 4-

PA

NE

L C

4-

PA

NE

L C 1-

PA

NE

L C

1-

PANEL CB-1 PANEL CB-3

PANEL CA-1 PANEL CA-3

TYP.

C1 C2 C3 C4

CA

CB

S5

0"

25' - 0" 30' - 0" 25' - 0"

W10x32 CRANE RAIL

T.O.S. EL.=+12'-0"

1/4 " P

ER

F

T.

S

LO

PE

D

OW

N

T.O.S. EL. =+20'-11 3/4"

T.O.S. EL.=+20'-1"

SS5.1.1 TYP.

SS5.1.1

TYP.

TYP.

SS7.1.1

SS5.1.1

TYP.

SS5.1.1

SS7.1.2

SS7.1.2

W

X4

W

X4

W

X4

W

X4

W14X43

W14X43

T.O.S. EL.=+10'-6", TYP.

TYP.

TYP.

P.

J.

P.

J. P.

J.

P.

J.

P.

J.

P.

J.

W14X43

W14X43W14X43

W14X43

0"

P.J.

P.J. P.J.

P.J.

1' - 6" 1' - 8"

83' - 2"

W30X90 W30X90W30X90

W

X9

(S

W

X9

(S

W

X9

(S

W

X9

(S

W

X9

(S

W

X9

(S

W

X9

(S

W

X9

(S

W

X9

(S

W

X9

(S

W30X90 W30X90 W30X90

2"

6'

- 3

T.O.S. EL.=+2'-0"

SS7.1.1

.16

W 8X

31W 8X

W8X31

W8X31

C1 C2 C3 C4

CA

SS7.1.1 T.O.S. EL.=+3'-0"13

1' - 3"

5'

10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"

W8X31 W8X31

W8X31

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

C1 C2

CA

25' - 0"

T.O.S. EL.=+8'-0"

BRACING BELOW, TYP.

SS7.1.1 TYP.

W21X62

W

X6

W

X6

W

X6

W16X26W16X26

W21X62

TRUE NORTH

PROJ. NORTH

34°

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

Polytrauma and Blind Rehabilitation Center

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management

640-424

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroup.com

The Design Partnership LLP Architects + Planners

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

DEGENKOLB ENGINEERS

235 Montgomery Street, Suite 500 San Francisco, CA 94104

415.392.6952 Phone

415.981.3157 Fax

www.degenkolb.com

Department of Veterans Affairs

CONSTRUCTION DOCUMENTS

CHILLER BUILDING FOUNDATION

AND ROOF PLAN

SS2.1.1

20 SEPT 2011 KAJ MAM

1/8" = 1'-0"

34 FOUNDATION PLAN

1/8" = 1'-0"

52 ROOF FRAMING PLAN

SHEET NOTES:

1. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS IN WALLS.

2. SEE THE FOLLOWING DRAWINGS FOR DETAILS NOT SPECIFICALLY REFERENCED:

SF1.1.1 & SF1.1.2TYPICAL CONCRETE DETAILS

SF1.2.1 & SF1.2.2TYPICAL STEEL AND METAL DECK DETAILS

SF1.3.1 TYPICAL METAL DECK DETAILS

SF1.1.3 CONCRETE TILT-UP PANEL TYPICAL DETAILS

3. TOP OF FOOTING IS 0'-9" BELOW TOP OF SLAB, UNLESS OTHERWISE NOTED.

4. TOP OF SLAB ELEVATION AT GROUND LEVEL = 0'-0" UNLESS OTHERWISE NOTED. TOP

OF STEEL ELEVATIONS NOTED ARE RELATIVE TO TOP OF GROUND LEVEL SLAB. SEE

CIVIL DWG. SHEET CS1.5.2 FOR SLAB ELEVATIONS.

5. PROVIDE SHEAR STUDS @ 12"O.C. AT ALL BEAMS SUPPORTING CONCRETE ON METAL

DECK, UNLESS OTHERWISE NOTED. SEE TYPICAL DETAILS FOR STUD PLACEMENT

REQUIREMENTS.

6. PROVIDE SLAB ON GRADE BLOCKOUTS FOR COLUMNS PER TYPICAL DETAIL, UNLESS

OTHERWISE NOTED.

7. SEE: SHEET SS3.1.1 FOR WALL PANEL ELEVATION (CX-#).

DETAIL 54/SS7.1.1 FOR METAL DECK SCHEDULE (S#).

DETAIL 48/SS7.1.2 FOR COLUMN BASE PLATE SCHEDULE & DETAILS.

8. SEE ARCH. DWG. SHT. AS2.1.1 FOR SLAB & HOUSEKEEPING PAD DIMENSIONS

KEY NOTES:

1 TURN GRADE BEAM AND REINFORCING DOWN AND EXTEND TO COLUMN FTG. BELOW.

HOOK GRADE BEAM LONGITUDINAL REINFORCING INTO FTG.

1/2" = 1'-0"

54 PARTIAL FRAMING PLAN - AIR SEPARATOR

2 LOCATE CRANE RAIL BEAM TO CENTER OVER CHILLER COMPRESSORS BELOW.

COORDINATE WITH MEP DRAWINGS & FINAL CHILLER SELECTION.

1/8" = 1'-0"

42 PARTIAL FRAMING PLAN - PIPE RACK

3 FLOOR SINK BLOCKOUT, TYPICAL. SEE ARCHITECTURAL DRAWINGS FOR SLOPES &

LOCATIONS.

4 6" CONCRETE SLAB ON GRADE WITH #4 @ 12"O.C. E.W.

5 5" CONCRETE SLAB ON GRADE WITH #4 @ 12" O.C. E.W.

6 10" CONCRETE MAT WITH #4 @ 12"O.C. E.W. TOP & BOT.

7 6" HOUSEKEEPING PAD, SEE ARCH. & MEP DRAWINGS FOR LOCATION AND SIZE.

8 CONCRETE CURB, SEE ARCH. DRAWINGS FOR ADDITIONAL INFORMATION.

9 CONSTRUCTION JOINT FOR DELAYED POUR STRIP, SEE DETAILS FOR

ADDITIONAL INFORMATION.

10 LOCATE DELAYED POUR CONST. JOINT AROUND OUTSIDE PERIMETER OF

CURB/WALL.

11 HSS 5x5x1/4 COLUMNS, H.D.G., TYPICAL OF 8 AT COOLING TOWER PLATFORM

12 HSS 4x4x3/16 COLUMNS, H.D.G. TYPICAL OF 14 AT PIPE RACK.

13 ALL FRAMING AND FASTENERS FOR PLATFORM TO BE H.D.G.,TYPICAL.

14 THICKENED SLAB FOR FENCE POST. S.A.D. FOR LOCATION OF POSTS AND DETAIL

36/SS5.1.1 FOR ADDITIONAL INFORMATION.

1/8" = 1'-0"

24 PARTIAL FRAMING PLAN - COOLING TOWER

15 CATWALK DESIGNED BY COOLING TOWER MANUFACTURER.

16 CONTRACTOR TO DETERMINE DIMENSIONS AFTER FINAL SELECTION OF MECH.

EQUIPMENT.

17 STEP FOOTING PER TYPICAL DETAIL.

18 PROVIDE BLOCKOUTS IN SLAB ON GRADE FOR PIPE PENETRATIONS, SEE MEP

DWGS. PROVIDE REINFORCING AROUND OPENINGS PER TYPICAL DETAIL

33/SF1.1.2

C1 C2

6" #4 @ 12"O.C. E.W.

PANEL CA-1

26' - 6"

TYP.

6'

- 8

6'

- 1 0"

6'

- 8

T.O.SLAB

8" 3'

- 1 0"

8"

C2 C3

6"#4 @ 12"O.C. E.W.

TYP.

PANEL CA-2

29' - 10 1/2"

TYP.

3'

- 1

0" 6'

- 8

6'

- 1

0" 6'

- 8

8"

8"

T.O.SLAB

C3 C4

6" #4 @ 12"O.C. E.W.

TYP.

3'

- 1

0" 6'

- 8

6'

- 1

0" 6'

- 8

8"

8"

TYP.

PANEL CA-3

26' - 8"

T.O.SLAB

C1C2

6" #4 @ 12"O.C. E.W.

PANEL CB-1

26' - 6"

TYP.

8" 6'

- 8

6'

- 1

0" 6'

- 8

2'

- 1

T.O.SLAB

C2C3

6" #4 @ 12"O.C. E.W.

PANEL CB-2

29' - 10 1/2"

8" 6'

- 8

6'

- 1

0" 6'

- 8

2'

- 1

TYP.

T.O.SLAB

C3C4

6" #4 @ 12"O.C. E.W.

PANEL CB-3

26' - 8"

TYP.

8" 6'

- 8

6'

- 1

0" 6'

- 8

2'

- 1

T.O.SLAB

CB

PANEL C4-1

19' - 5 5/8"

8" #5 @ 12"O.C. E.W.

TYP.

2'

- 1

6'

- 8

6'

- 1

0" 6'

- 8

8"

T.O.SLAB

CA

8" #5 @ 12"O.C. E.W.

4-#5 BARS

TYP.

PANEL C4-2

25' - 5 5/8"

TYP.

TYP. T.O.SLAB

6' - 6" 2' - 0"1'

- 0

8"

6'

- 8

6'

- 1 0"

6'

- 8

2'

- 1 0"

8"

SS5.1.1

CB

6"

PANEL C1-1

19' - 5 5/8"

#4 @ 12"O.C. E.W.

TYP.

TYP.

2'

- 1

6'

- 8

6'

- 1

0" 6'

- 8

8"

T.O.SLAB

CA

6"

PANEL C1-2

25' - 5 5/8"

#4 @ 12"O.C. E.W.

TYP.

6'

- 8

6'

- 1 0"

6'

- 8

8"

2' - 0"

1'

- 0

T.O.SLAB

8' - 0"

8"

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

Polytrauma and Blind Rehabilitation Center

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management

640-424

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroup.com

The Design Partnership LLP Architects + Planners

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

DEGENKOLB ENGINEERS

235 Montgomery Street, Suite 500 San Francisco, CA 94104

415.392.6952 Phone

415.981.3157 Fax

www.degenkolb.com

Department of Veterans Affairs

CONSTRUCTION DOCUMENTS

CHILLER BUILDING WALL PANEL

ELEVATIONS

SS3.1.1

20 SEPT 2011 KAJ MAM

SHEET NOTES:

1. CONTRACTOR IS TO PROVIDE COMPLETE PANEL SHOP DRAWINGS FOR EVERY

NUMBERED PANEL. SEE SPECIFICATIONS FOR REQUIREMENTS.

2. PANELS SHOWN VIEWED FROM THE INTERIOR.

3. SHIM PANELS AS REQUIRED TO ALIGN. THEN GROUT BELOW ENTIRE WALL LENGTH

TO OBTAIN FULL BEARING.

4. WHERE TRIM BARS SHOWN, OMIT TYP. PANEL REINFORCING. PLACE 1ST TYP. BAR

(1) BAR SPACE MAX. FROM TRIM BARS.

5. PICK POINTS AND PICK POINT REINFORCING ARE NOT SHOWN, SEE

SPECIFICATIONS FOR ADDITIONAL INFO.

6. PANELS TO CURE 7 DAYS MINIMUM AND CONCRETE COMPRESSIVE

STRENGTH TO BE 2000 PSI MIN. BEFORE ERECTING PANELS.

7. CONTRACTOR TO COORDINATE WITH MEP & ARCH. DWGS FOR EXACT

LOCATIONS AND SIZES OF ALL OPENINGS.

KEY NOTES:

SEE SHEET SF1.1.2 FOR TYP. WALL REINFORCING AROUND OPENINGS DETAIL

2 PANEL TO PANEL CONNECTION PLATES PER TYPICAL DETAILS, SHEET SF1.1.3

8. SEE THE FOLLOWING DRAWINGS FOR DETAILS NOT SPECIFICALLY REFERENCED:

SF1.1.3 CONCRETE TILT-UP PANEL TYPICAL DETAILS

1/8" = 1'-0"

44 PANEL CA-1 1/8" = 1'-0"

32 PANEL CA-2

1/8" = 1'-0"

20 PANEL CA-3

1/8" = 1'-0"

21 PANEL CB-1

1/8" = 1'-0"

33 PANEL CB-2

1/8" = 1'-0"

45 PANEL CB-3

1/8" = 1'-0"

23 PANEL C4-1

1/8" = 1'-0"

35 PANEL C4-2

1/8" = 1'-0"

53 PANEL C1-1

1/8" = 1'-0"

47 PANEL C1-2

File details come from the government source that posted it. Updated .