P01 - PWS Attachment 7 - Building 603 Drawings.pdf

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

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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

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M a s t s a v e d b y

T h u r s d a y

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4"

P.

J.

P.

J.

P.J. P.J.

P.J.

P.J.

P.J.

P.J.

PANEL GA-2

PANEL GC-2

W8x31 COLUMN, TYPICAL

SEE 48/SS7.1.2 FOR BASE

PLATE INFO.

PANEL GA-1

PANEL GC-1

BOLLARDS, S.A.D.

SS5.1.1 TYP.

SS5.1.1 SIM.

SS5.1.1 TYP.

5' - 0"

5'

- 0

SS5.1.1

TY

P .

5'

- 0

TY

P .

2'

- 6

SS5.1.1 TYP.

G1G2G3

GA

GB

GC

PA

NE

L G 3-

PA

NE

L G

3-

PA

NE

L G 1-

PA

NE

L G

1-

SS7.1.1

SS7.1.1

TYP.

TYP.

38' - 8" 32' - 10"

SS5.1.1

TYP.

TY

P.

2'

- 0

2' - 0" TYP.

TY

P.

3'

- 2

2'

- 6

" T

YP

TYP.

2' - 6"

2' - 6" TYP.

TYP.

5' - 0"

TY

P.

2'

- 0

TYP.

2' - 6" TYP.

TY

P.

3'

- 2

TYP.

2' - 0"

TYP.

2' - 6"

BOLLARDS, S.A.D.

SS5.1.2

TYP.

TYP.

2' - 5"

T.O. FTG. ELEV. -1'-11"

TYP.

SS5.1.1

TYP.

W21X50

W21X50 W21X50

W21X50 W21X50

W

X

(S

W

X

(S

W

X3

(S

W

X3

(S

W

X3

(S

S5

S5

74' - 6"

1/4 " P

ER

F

T.

S

LO

PE

DO

W

N 1/4

" P

ER

F T.

S

LO

PE

DO

W N

T.O.S. EL.= +19'-7"

T.O.S. EL.= +19'-7"

T.O.S. EL.=+ 20'-1 7/8"

W

X3

(S

W

X

(S

W

X3

(S

SS5.1.1

TYP.

SS5.1.1 TYP.

SS5.1.1

TYP.

SS5.1.1

TYP.

G1G2G3

GA

GB

GC

38' - 8" 32' - 10"

1' - 6"1' - 6"

4"

4"

2'

- 1

0"

W

X

(S

W

X3

(S

W

X3

(S

P.J. P.J.

P.J.

P.J.

W8X31

W8X31

W8X31 W8X31 W8X31

W8X31

W8X31

W8X31

W8X31

W8X31

W8X31

W8X31

W8X31

W8X31

W8X31

P.J.

P.J. P.J.

P.J.

.8

.8

99 9

W

X3

(S )W

X3

(S

W21X50

W

X3

(S

W

X3

(S

W

X3

(S

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

GENERATOR BUILDING

FOUNDATION & ROOF PLAN

SS2.2.1

20 SEPT 2011 KAJ MAM

1/8" = 1'-0"

34 FOUNDATION PLAN

1/8" = 1'-0"

52 ROOF FRAMING PLAN

SHEET NOTES:

KEY NOTES:

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

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

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

CONSTRUCTION JOINT FOR DELAYED POUR STRIP, SEE DETAILS FOR

ADDITIONAL INFORMATION.

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

TYPICAL SLAB ON GRADE AT FREE EDGE DETAIL

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

36/SS5.1.1 FOR ADDITIONAL INFOMATION.

7 STEP FOOTING PER TYPICAL DETAIL.

8 LOCATION OF W8 BEAMS DEPENDENT ON SILENCER SECTION AND LOCATION.

CONTRACTOR TO COORDINATE FINAL LOCATION.

9 ROOF SLAB OPENING, S.A.D., PROVIDE FRAMING PER TYPICAL DETAIL 36A/SF1.2.2

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 & SF1.1.2 TYPICAL CONCRETE DETAILS

SF1.2.1 & SF1.2.2 TYPICAL 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 SS3.2.1 FOR WALL PANEL ELEVATION (GX-#).

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

GB GC

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

3"

PANEL G1-1

29' - 5 5/8"

8" 6'

- 5

6'

- 6

6'

- 5

T. O. SLAB

3'

- 3

TYP.

GA GB

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

PANEL G1-2

29' - 5 5/8"

3"

TYP.

3- #5

3"

O.

C.

3- #5

3"

O.

C.

3'

- 3

6'

- 5

6'

- 6

6'

- 5

8"

T.O. SLAB

3"

GBGC

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

PANEL G3-1

29' - 5 5/8"

1"

3- #5

3"

O.

C.

3- #5

3"

O.

C.

TYP.

2'

- 1

6'

- 5

6'

- 6

6'

- 5

8"

T.O. SLAB

GAGB

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

1"

8" 6'

- 5

6'

- 6

6'

- 5

2'

- 1

TYP.

T.O. SLAB

29' - 5 5/8"

G3

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

PANEL GC-1

23' - 9 7/8"

1"

TYP.

TYP.

8" 6'

- 5

6'

- 6

6'

- 5

2'

- 1

T.O. SLAB

G1 G2

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

PANEL GC-2

50' - 7 3/8"

3"

TYP.

TYP.

4- #6

3"

O .C

8" 6'

- 5

6'

- 6

6'

- 5

2'

- 1

1"

T.O. SLAB 1

4#6@3"O.C.

SS5.1.1

TYP.

G3

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

PANEL GA-1

23' - 9 7/8"

1"

3-#6@3"O.C.

2'

- 1

6'

- 5

6'

- 6

6'

- 5

8"

T.O. SLAB

G1G2

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

PANEL GA-2

50' - 7 3/8"

TYP.

4- #6

3"

O.

C.

2'

- 1

6'

- 5

6'

- 6

6'

- 5

8"

TYP.

1"

T.O. SLAB

3"

8" 6'

- 5

6'

- 6

6'

- 5

3'

- 3

4#6@3"O.C.

SS5.1.1

TYP.

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

GENERATOR BUILDING WALL

PANEL ELEVATIONS

SS3.2.1

20 SEPT 2011 KAJ MAM

SHEET NOTES:

KEY NOTES:

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

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

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.

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

SF1.1.3 CONCRETE TILT-UP PANEL TYPICAL DETAILS

1/8" = 1'-0"

45 PANEL G1-1

1/8" = 1'-0"

51 PANEL G1-2

1/8" = 1'-0"

33 PANEL G3-1

1/8" = 1'-0"

21 PANEL G3-2

1/8" = 1'-0"

44 PANEL GC-1

1/8" = 1'-0"

50 PANEL GC-2

1/8" = 1'-0"

32 PANEL GA-1

1/8" = 1'-0"

20 PANEL GA-2