VA Livermore Realignment and Closure

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NOTES: 1. PDT08080R STAINLESS STEEL CALPIPE HIGH SECURITY REMOVABLE. BOLLARD WITH WING NUT AND LIFTING EYE - OR APPROVED ...

CLARIFICATIONS

CLARIFICATIONS

CLARIFICATIONS

CLARIFICATIONS

1

2

3

4

5

6

7

8

9

1" 102

8' OC NOM

10

1" 2'-02

1" 102

STRETCHER BAR W/ BAR BANDS, TYP

1"Ø 16 GA PICKET

LINE POST, TYP

FINISH GRADE 2" MAX

18"

3'-6" MIN

0

SCREEN FENCE

4

SIDE ELEVATION

NOTES: 1. LANDSCAPE FORMS SCARBOROUGH RECEPTACLE, SIDE OPENING - OR APPROVED EQUAL 2. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS 3. CONFIRM LOCATION AND FACING SIDE PRIOR TO SECURING

BICYCLE RACK - FOR REFERENCE ONLY

1

TRASH RECEPTACLE - FOR REFERENCE ONLY 1/2" = 1'-0"

E

6"

1/2" = 1'-0"

2" HINGE CLEARANCE 1 3/4" RAIL

CAMLOCK

2

36"

LID

32"

9 16"Ø

3'-6" MIN

36"

2

NOTES: 1. PDT08080F STAINLESS STEEL CALPIPE HIGH SECURITY FIXED BOLLARD - OR APPROVED EQUAL 2. CLEAR SPACING BETWEEN BOLLARDS: 48" MIN 3. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE FOUNDATIONS PER MANUFACTURER'S REQUIREMENTS BASED ON TESTING OR PROVIDE AN ENGINEERED DESIGN. SUBMIT FOUNDATION DESIGN FOR REVIEW AND APPROVAL.

6"

0

18" NOTES: 1. AMERISTAR MONTAGE INDUSTRIAL MAJESTIC - OR APPROVED EQUAL 2. ALL DIMENSIONS NOMINAL 3. POST SIZING PER MANUFACTURER'S RECOMMENDATION 4. ATTACHMENTS PER MANUFACTURER'S RECOMMENDATIONS 5. SEE HARDSCAPE PLANS FOR LAYOUT 6. LATCHES, HINGES, AND MISCELLANEOUS HARDWARE PER MANUFACTURER

FIXED K4 RATED BOLLARD 1/2" = 1'-0"

PLAN - LID CLOSED

D

NOTES: 1. LANDSCAPE FORMS SCARBOROUGH BENCH: 72" BACKED, WITH ARMS - OR APPROVED EQUAL 2. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS 3. CONFIRM LOCATION AND FACING SIDE PRIOR TO SECURING 4. SEE HARDSCAPE PLANS FOR FINISH SURFACE & MATERIAL

ISOMETRIC VIEW

PEDESTRIAN/SWING GATE - STEEL

8

21"

FRONT ELEVATION

NOTES: 1. SSR05000 CALPIPE REMOVABLE INTERNAL LOCKING BOLLARD - OR APPROVED EQUAL 2. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS 3. FOUNDATION SHOWN IS FOR NON-RATED BOLLARDS. AT IMPACT, RATED BOLLARDS PROVIDE FOUNDATIONS PER MANUFACTURER'S REQUIREMENTS BASED ON TESTING OR PROVIDE AN ENGINEERED DESIGN. SUBMIT FOUNDATION DESIGN FOR REVIEW AND APPROVAL.

SECTION VIEW

1/2" = 1'-0"

1

5

121" SCHEDULE 40 STEEL PIPE (115 16"Ø)

73"

END ELEVATION

DRAIN

STEEL BAR

1815 16"

Ø10.25"

SECTION

STEEL BAR

HOLE

FINISH GRADE

3 3/4" TYP

11

3 3 8"x 4"

CAST LEG

21"

36" 48"

0

36"

WELD ON BOX HINGE 2" NOM

SS FLAT SOCKET HD CAP SCREW

#4 REBAR STIRRUPS & HORIZONTAL REINFORCEMENT

12.25"

6'-0"

GATE POST 2"x11 GA OR PER MANUFACTURER'S RECOMMENDATIONS

1 1 4"x12"

1 1 2"x22"

EMBEDMENT SLEEVE & HINGING LID

2 1/2" POST OR PER MANUFACTURER'S RECOMMENDATION

FIXED BOLLARD BOLLARD 8" SCH 80 CONCRETE FILLED

75"

5 2716 "

2738"

0'-1" 8 5/8"

11 1616 "

5'-0"

6"

one inch = one foot

FRONT ELEVATION

NOTES: 1. LANDSCAPE FORMS FLO BIKE RACK OR APPROVED EQUAL 2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 3. 36" MIN CLEAR BETWEEN ADJACENT STRUCTURES OR RACKS; 48" MIN CLEAR BETWEEN ROWS OF RACKS

1"Ø 16 GA PICKET

three-quarters inch = one foot

SURFACE MOUNT

1 4" FRONT ELEVATION

SIDE ELEVATION

1/4" = 1'-0"

#4 REBAR STIRRUPS & HORIZONTAL REINFORCEMENT

REMOVABLE BOLLARD

2

1/2" = 1'-0"

SITE BENCH - FOR REFERENCE ONLY 1/4" = 1'-0"

4" - 14 GUAGE SPUN ALUMINUM BALL. GOLD ANODIZED.

4

C

0'-63 8"

15°

CHAINLINK FENCE 3" LATCH CLEARANCE

DIRECTION OF IMPACT

D

VERTICAL STRAP BASKET INSERT

FINISH GRADE

LINE POST: 8"Ø END POST: 12"Ø

7

1/2" = 1'-0"

3"

CONCRETE FOOTING, REINFORCEMENT PER STRUCTURAL

10'-0" OC MAX

NOTES: 1. AMERISTAR MONTAGE INDUSTRIAL MAJESTIC OR APPROVED EQUAL 2. ALL DIMENSIONS NOMINAL 3. POST SIZING PER MANUFACTURER'S RECOMMENDATION 4. ATTACHMENTS PER MANUFACTURER'S RECOMMENDATIONS 5. SEE HARDSCAPE PLANS FOR LAYOUT

18"

10

NYLON GLIDES ON BOTTOM OF CURVED TUBE

F

LIFT AND TURN LID TO EMPTY

R63 4"

Ø1 1/2" TUBING

5'-0"

WIRE TIES, TYP MAX 18" OC 9 GA BOTTOM TENSION WIRE, TYP

FINISH GRADE

3 3/4" TYP

1" 1'-02

1" 2'-12

BRACKETS/ATTACHMENTS PER MANUFACTURER'S RECOMMENDATION 2" NOM

PLAN

AXO VIEW: SURFACE-MOUNT TAB

PLAN

LINE POST: 18" END POST: 24"

6"

POST TOP, TYP TOP RAIL, TYP

END POST, TYP

1

three inches = one foot one and one-half inch = one foot

E

9 GAUGE CHAINLINK FABRIC, VINYL COATED, BLACK

1" 2'-84

6'-0" (STANDARD)

2 1/2" POST OR PER MANUFACTURER'S RECOMMENDATION

3'-43 4"

1 3/4" RAIL

F

2 SURFACE-MOUNT TABS WITH 7/16" HOLES FOR ANCHORING; NON-CORROSIVE ANCHORING HARDWARE NOT INCLUDED; REFER TO INSTALLATION GUIDE FOR MORE DETAILS

2'-4"

0

0'-1"

C

1 SET OF HALYARD, #10 POLY

7'-13 8"

36"

REMOVABLE BOLLARD 8" SCH 80 CONCRETE FILLED

GATE MOUNTING POST, TYP

1" 102

1'-2"

2 BRONZE SWIVAL SNAPS WITH COVERS 1'-915 16" MOUNTING DETAIL

#4 REBAR STIRRUPS & HORIZONTAL REINFORCEMENT

POST, TYP FENCE LINE

1" 52

FENCE LINE FENCE POST

OPTIONAL SURFACE MOUNT TAB Ø7/16" HOLES FOR ANCHORING HARDWARE NOT INCLUDED

1- 9" CAST ALUMINUM CLEATS

PLAN VIEW

4

ALUMINUM FLASH COLLAR

48"

36"

Ø42 SOLID TABLE TOP, POWDER COATED STEEL

6'-0"

PLAN VIEW

DRAIN

3000 PSI CONCRETE

36"

VARIES, SEE HARDSCAPE PLANS

VARIES, SEE HARDSCAPE PLANS

48"

4

1

CONSULTANTS:

8

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

4 0

9

1/2" = 1'-0"

16

12

REMOVABLE K4 RATED BOLLARD

1 NO

DESIGN CLARIFICATIONS REVISIONS

19 NOV 18

HDR Architecture, Inc. 201 California Street, Suite 1500 San Francisco, CA 94111

CIVIL / SURVEYOR:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughes Inc. 2950 Buskirk Avenue, Ste. 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

FOUNDATION SLEEVE 16 GUAGE HOT DIP GALVANIZED STEEL

SIDE ELEVATION FREESTANDING GLIDE

4'-35 8" SIDE ELEVATION

NOTES: 1. AMERISTAR TRANSPORT II MAJESTIC - OR APPROVED EQUAL 2. ALL DIMENSIONS NOMINAL 3. POST SIZING PER MANUFACTURER'S RECOMMENDATION 4. ATTACHMENTS PER MANUFACTURER'S RECOMMENDATIONS 5. SEE HARDSCAPE PLANS FOR LAYOUT 6. SEE SPECIFICATIONS FOR AUTOMATED GATE OPERATORS 7. LATCHES, HINGES, AND MISCELLANEOUS HARDWARE PER MANUFACTURER

STEEL CENTERING WEDGES ISOMETRIC VIEW

1 4"

NOTES: 1. LANDSCAPE FORMS CAROUSEL - OR APPROVED EQUAL 2. ADA OPTION: 5-SEAT, GRID, DINING HEIGHT 3. NON-ADA OPTION: SIMILAR AS ABOVE, 6-SEAT, GRID, DINING HEIGHT 4. SEE HARDSCAPE PLANS FOR LAYOUT

VEHICULAR SLIDING GATE - STEEL

6

1/4" = 1'-0"

CONSULTANT:

MECHANICAL/ELECTRICAL/ PLUMBING:

DRY SAND TIGHTLY TAMPED AFTER ALIGNING POLE

11" 2'-416

24"

3" 1'-416

1" 2'-916

4'-0"

4'-0" 24"

FRONT ELEVATION

1

one-eighth inch = one foot

18"

0

one-quarter inch = one foot

8

NOTES: 1. PDT08080R STAINLESS STEEL CALPIPE HIGH SECURITY REMOVABLE BOLLARD WITH WING NUT AND LIFTING EYE - OR APPROVED EQUAL 2. CENTER ON CENTER SPACING: 48" MAX 3. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE FOUNDATIONS PER MANUFACTURER'S REQUIREMENTS BASED ON TESTING OR PROVIDE AN ENGINEERED DESIGN. SUBMIT FOUNDATION DESIGN FOR REVIEW AND APPROVAL.

FINISH GRADE

4'-0"

3'-6"

HARDWOOD WEDGES

SECTION VIEW

A

B

FOUNDATION DESIGN AND ANCHORAGE BY MANUFCATURER'S ENGINEER PER SPEC 107500

OPTIONAL UMBRELLA HOLE

0

three-eighth inch = one foot

B

POLE LENGTH: 60'-0"

DIRECTION OF IMPACT

3" 0'-716

WING NUT AND LIFTING EYE ASSEMBLY

1'-53 4"

8 5/8"

0

one-half inch = one foot

3" CAST ALUMINUM STATIONARY TRUCK

1 4"

STEEL SUPPORT PLATE WELDED TO GROUNDING SPIKE

TABLE AND CHAIRS - FOR REFERENCE ONLY

3

1/2" = 1'-0"

A

FLAG POLE NTS

FULLY SPRINKLERED

Project Title

Drawing Title

ARCHITECTS/ENGINEERS:

STEEL BASE PLATE

VA Livermore Realignment and Closure - Part B - CBOC

FIRE PROTECTION:

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) Location 11-19-18

Date

Drawing number

Stockton (French Camp) San Joaquin County, CA Checked by

Office of Construction and Facilities Management

Drawn

U.S. Department of Veterans Affairs

DATE

AM-0003 1

2

3

4

5

6

7

8

9

10

2

3

4

5

6

7

8

9

0

6"

GALVANIZED HSS 4X4X3/16 HORIZONTAL TUBE STEEL SUB FRAME

GALVANIZED 1-1/2" STANDARD STEEL PIPE RAILING TYPICAL

3" DEEP (22GA) RIBBED, PREFINISHED, METAL PANEL REFER TO SPEC'S FOR ANCHORAGE AND ATTACHMENT REQ'S

GALVANIZED HSS 4X4X3/16 HORIZONTAL TUBE STEEL SUB FRAME

GALVANIZED HSS 5X5X3/16 TUBE STEEL POST 6"

E1 AS501

3" CLR

1

6"

FINISHED GRADE

2 TIGHT TURNS T&B

3'-0" TYP PANEL WIDTH

12'-0" TYP

0

4 - #4'S

E3

1/2" = 1'-0"

2

1' - 2"

E

SITE WALL RAIL

E8

1/2" = 1'-0"

A1 AS501

2' - 0"

ELEVATION

3/4" = 1'-0"

Z2

Z3

C22

SITE SCREEN WALL - SECTION

6"

0

1/2" = 1'-0"

D

CHAIN RAIL

DOWNSPOUT

DOWNSPOUT

0

GUARDRAIL, TYP FOR EMBEDDED PIPE SLEEVE AT RAILING REFER TO STRUCTURAL DETAIL

A7 AS501

CONCRETE POST RE: CIVIL 3'-7".

6"

three-quarters inch = one foot

2

one inch = one foot

D

SECTION

SITE SIGNAGE & INTERCOM STANCHION SECTION (TYP) (SINGLE POLE SIM.)

Z1

E1

REINF NOT SHOWN FOR CLARITY

16" DIA.

SITE SCREEN WALL - PLAN

E2

F

RETAINING WALL WITH SLEEVES FOR POSTS. REFER TO STRUCTURAL DRAWINGS

APPLY PROTECTIVE COATING TO ALL ALUMINUM POSTS IN CONCRETE TO PREVENT CORROSION .

4 - #4'S

6' - 6"

#3 SPIRAL w/ 6" PITCH

6"

E

one and one-half inch = one foot

2 TIGHT TURNS T&B

#3 SPIRAL w/ 6" PITCH

2' - 0" MIN.

3" CLR

18" MIN

FINISHED GRADE

1

EXPANSION SLEEVES AT 30'-0" MAX. PROVIDE 1/2" EXPANSION AT EACH LOCATION.

2"

3/16"

4' - 0" TYPICAL 5' - 0" FOR SIGN EN-01.05

TYP ES

E2 AS501

3' - 6"

8'-0"

IN LANDSCAPED AREAS, FOOTING SHALL BE BOXED SO AS TO EXTEND 3 1/2" ABOVE GRADE WITH 2" BEVEL. REPLACE SURROUNDING LANDSCAPE TO ORIGINAL CONDITION. 3 1/2"

three inches = one foot

6"

GALVANIZED HSS 5X5X3/16 TUBE STEEL POST

RAIL POST AT 5'-0" O.C. MAX.

1' - 2"

ALUMINUM POST 3x3x3/16, TYP. 6'-0"

F

10

6"

1

LEVEL 1 0' - 0" C

4

C

C1

LOADING DOCK ELEVATION 1/4" = 1'-0"

W Y

STANDING SEAM METAL ROOF - 1/4" PER FOOT MIN SLOPE BUILDING PAPER ON WATERPROOFING MEMBRANE ON 3/4" MOISTURE TREATED PLYWOOD STEEL DECK RE: STRUCT GALVANIZED FINISH

STANDING SEAM END 5" CLOSURE CHANNEL PER 11 63/64" min MANUF. STANDARD DETAIL

GUARDRAIL, TYP FOR EMBEDDED PIPE SLEEVE AT RAILING REFER TO STRUCTURAL DETAIL

2'-0"

.

.

11'-9 1/2" T.O. BEAM @ LOW SIDE

LEVEL 1 0' - 0"

7' - 2" (+ -)

LEVEL 1 0' - 0"

3'-9 1/2" (7) RISERS

LEVEL 1 0' - 0" 3'-11"

1' - 0"

TRENCH DRAIN RE: CIVIL

A

A9 SECTION LOADING DOCK

A7

1/4" = 1'-0"

CONSULTANTS:

0

HDR Architecture, Inc. 201 California Street, Suite 1500 San Francisco, CA 94111

8 4

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

1 DESIGN CLARIFICATIONS NO REVISIONS

19 NOV 18 DATE

MECHANICAL/ELECTRICAL/ PLUMBING:

CIVIL / SURVEYOR:

FIRE PROTECTION:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

CONSULTANT:

STEEL COLUMN AND BEAM RE: STRUCTURE GALVANIZED FINISH

1'-4"

1 1/2" DIA. PAINTED STEEL PIPE RAIL AND COLUMN, TYPICAL

DOCK LEVELER, VERIFY PIT SIZE WITH MFR.

DOCK BUMPERS

5'-6" (6) TREADS @ 11"

3'-0" (hand rail) 3' - 6 255/256" (guard rail)

GUARDRAIL BEYOND

15' - 0"

Sim A6 AT WALL A-822

14'-0" CLEAR

LOADING DOCK

1'-7 5/8" (+ -)

RSN://omac-inrevitp01/202067-VA/195116_Livermore_RealignmentAndClosure/AR/195116_B-CBOC_Central.rvt 11/15/2018 2:49:02 PM

0 4 0

Y

A1

LEVEL 2 15' - 0"

B

DOWNSPOUT

16

one-quarter inch = one foot

Sim

5" CLEAR BETWEEN CANOPY AND FACE OF WALL

8

three-eighth inch = one foot

B

one-eighth inch = one foot

E2 A-822

STANDING SEAM METAL ROOF - 1/4" PER FOOT MIN SLOPE BUILDING PAPER ON WATERPROOFING MEMBRANE ON 3/4" MOISTURE TREATED PLYWOOD ON METAL DECK W/ GALV. FINISH

1' - 0" (flashing)

Sim SIM.

6" X 6" RECTANGULAR GUTTER

METAL THROUGH WALL FLASHING ON STANDING SEAM METAL ROOF

4

E2 A-822

X

Z

6" x 6" RECTANGULAR GUTTER, TYP

A

DOCK LEVELER, TYP

0

one-half inch = one foot

DOCK BUMPERS

S: ARCHITECTS/ENGINEERS: S:

SECTION CANOPY 1/4" = 1'-0"

SECTION LOADING DOCK1

FULLY SPRINKLERED

1/4" = 1'-0" Project Title

Drawing Title

VA Livermore Realignment and Closure - Part B - CBOC

SITE SECTIONS

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) Location

Drawing number

Stockton (French Camp) San Joaquin County, CA

Date

03 JULY 2018

Checked by

Drawn

Checker

AS501

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

Author

AM-0003 1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

7

8

9

10

PARTITION SYMBOLS REFER PLANS FOR TYPES AND TO SHEET A-601 FOR INFORMATION

0

NON RATED PARTITION NON RATED SMOKE PARTITION E

F

C8 A-411

MAIN ENTRANCE

CWS-2

F

G

D1 A-301

H

H.2

J

K

L

1 HOUR FIRE BARRIER WALL

M

2 HOUR FIRE BARRIER WALL LEAD LINED PARTITION

F

MODULAR PARTITION (U.N.O.)

6"

CMU + GWB PARTITION

A1 / A-101-C

A5 A-810

MPRS-2

VEST

Sim

CWS-1

1A101 252 SF

A6 A-304

A7 A-450

C1 CWS-1

MPRS-1

EXTERIOR SYSTEMS LEGEND

MPRS-2

E8 A-810

1A101A

Sim

CWS-1 CWS-2 MPRS-1 MPRS-2 PRPS-1

8

CWS-2

0

1A131A1

1A131A2

1

E8 A-830

Sim

WHEELCHAIR STOR

WAIT 1A138 WRC01 340 SF

LOBBY

IW01

6"

A7

ELEV P-2

ELEV P-3

P-1 110 SF

P-2 104 SF

P-3 110 SF

EXTERIOR KEYNOTES

1A102 TLTF2 271 SF

05-01

TLT PUBLIC M

B8

A-220

1A100B RECP3 200 SF

E

A2 A-304

INFO/ RECEP DESK

1A146Y 200 SF

N

CIRCULATION 1A100E 880 SF

KIOSKS

A8 A-308

05-01 A4 A-304

1A104 TLTM2 250 SF

WAIT

1.

CWS-2

MPRS-1

CWS-2

4. 5. 7.2

STAIR 1

1A138G WRC01 210 SF

1S001 277 SF

FEC-1

7

D1

1A105S.1

0

1A136B

E5

1A142

CORR

4

URINALYSIS

1A106K TLTU1 62 SF

TLT-URIN 1A106L TLTU1 62 SF

1A146Z 320 SF

1A106C LBVP1 101 SF

A-402 SIM

DOCUMENT CONTROL

D8

1A107A.1 MRS01 80 SF

BLOOD CIRCULATION BANK 1A105C 563 SF

FEC-1

FEC-1

1A106E LMBB1 154 SF

1A106E

06 IW

DI WATER 1A106F SRR02 34 SF

A1

D8 OPP

1A112A

RECEIVING BREAKDWN

STOR, BULK 1A106H SRS01 190 SF

NOTE: COUNTER TO BE INSTALLED AT 2' - 10" AFF.

E3 A-411

1A106H

1A105G PHOD2 256 SF

LACTATION 1A122 LAC01 79 SF

1A113 OFA03 330 SF

E2

MDF RM 1A112 ITNT1 434 SF

A-222

MAMMOGRAPHY

A-202

C1102B

A6 A-308

C8 A-830

FEC-1

OFFICE

C

Sim

5

1A107H.1 OFDR1 129 SF 1A107H.1A

1A107G.4A

1A107H

A1 A-301

A-406

1A107J

CORR C1112 51 SF 1A107K

MAMMO DRESSING 1A107K DR001 51 SF

1A107H.3A

DRESSING RM

1A107L

1A107H.3 DR001 65 SF

MAMMO WAIT

B 4

1A107L WRC01, WRF01 55 SF

CLEAN UTIL

1A107M

1A107M UCCL1 115 SF

B8 A-406

C1103 1670 SF

C1102 847 SF

1A107G.1 DR001 64 SF 1A107G

D3 A-406

SOILED UTIL

CORR

CORR

A6

SW RM

1A110 USCL1 114 SF

14.

1A107G.1A

1A107H.2 185 SF

1A107J XDM01 182 SF

1A113B TEDR1 139 SF

05-01

PAT TLT

1A107H.3B

OFF, SHARED

1A107B SRHM1 47 SF

1A107C TLTU1 67 SF

1A110

1A105K OFD03 123 SF

1A113E ITWR1 183 SF

1A107H XDR01 325 SF

CWS-2

VEST

RADIOLOGY 2

1A113

OFFICE, SUPV.

1A113D SRE01 150 SF

1A113B

ASEPTIC (CLEANROOM)

1A112 ITNT1 434 SF

C1111 289 SF

D7 OPP

1A105K

IW03

1A132

1A134A

D5 OPP

1A106D SRS04 76 SF

MDF RM

COMPUTER REP/ STOR

CORR

1A105H A-402 SIM

STOR PHLEBOTOMY

SUPPLY STOR

1A112

/A -1 01 -C

C1105

RSN://omac-inrevitp01/202067-VA/195116_Livermore_RealignmentAndClosure/AR/195116_B-CBOC_Central.rvt 11/16/2018 11:39:37 AM

C1103

IW02

1A105L

IW02

4 0 0

4

8

three-eighth inch = one foot

DOOR ACTUATOR

1A106D

A-222

A3 A-406

12.

D

A1 / A-101-B

C

FEC-1

A

C1103A

D B KEY PLAN

PLAN NORTH

A

A1

LEVEL 1 AREA A

0

4'-0"

8'-0"

16'-0"

1/8" = 1'-0"

FULLY SPRINKLERED CONSULTANTS: ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT: HDR Architecture, Inc. 201 California Street, Suite 1500 San Francisco, CA 94111

8 4

16

one-quarter inch = one foot

1A105N PHOD2 336 SF

1A105H TLTU1 68 SF

IW 06

1A106J TLTU1 74 SF

(6) LOCKERS

ST TOILET

AIR PRESSURE GAUGE MONITOR

1A105L PHIV2 149 SF

C1105 2722 SF

0

one-eighth inch = one foot

VAULT, CONTROLLED SUBSTANCE WORK AREA

1A134A SRE01 160 SF

5E 14 1A

A

KITCHENETTE

1A134

CORR

1A107C

CONTROL/ TECH WORKRM

ST TLT

1E101A

1A105M PHIV2 185 SF

1A132 129 SF

1A130

1A105F SL001 362 SF E4

1A122

SHARED MED APPT

1A106J

ST LKRS, LOUNGE

STRETCHER HOLD

D8

VEST

FEC-1

1A105G

ANTE

1A105M

1A105N

0

one-half inch = one foot

1A134.1

COMMAND CENTER STOR

D7

1A107G.2 185 SF

SHARED MED APPT

B

A-402 SIM

1A107G.4 CMP01 142 SF

1A105F

O.H.

DRESSING RM

1A135

1A135 CRA03 351 SF

11.

6

1A107G.1B

1A107G XDR01 324 SF

FLOOR DRAIN

A7 A-440

13.

DRESSING RM

RADIOLOGY 1

A-410

A8 A-306

1A107A CMP01 118 SF 1A107A

E3 A-406

1A149B OFA03

1A106B LMCH3 1095 SF

D1

D2

1A134 CRA03 344 SF

TECH WORKRM

D5

1A107D ULTRASOUND 1A107DB DR001 1A107E 63 SF XDUS1 185 SF

HEMATOLOGY LAB

PRPS-1

C1102

1A106N 1A106P

1A107E

IW05

1

IW07

OFF CHIEF

1A105T.1 OFDC2 123 SF

1A105A 2446 SF

1A136 CRA03 372 SF

1A136

TLT-URIN

PICK-UP

PHARMACY WORK AREA

SHARED MED APPT

C1110 1066 SF

A-222

1A106A LBVP1 798 SF

1A106AD

1A105S PHOD1 141 SF

B7

D7

BLOOD SPECIMEN COLLECTION

1A105AT.1

INTAKE

1A105R PHOD1 141 SF

1A105R.1

2

INTAKE

1A137 CRA03 363 SF

6"

three-quarters inch = one foot C

SHARED MED APPT

1A106L

A-222

1A106P 7 SF

D1

1A138F 1A137

1A106M 97 SF

PRIVATE DRAW

A1 A-407

1A106N 9 SF

6.8

FEC-1

C1102A

E7

IW04

1A105S.2

C6

MODULAR PARTITION SYSTEM

F.A. CLO.

1A107G.4B

1A105R.2

A-222

VEST

1A106AB

1A105 WRC01 338 SF

ELEC

D5

1A106C

1A138F 12 SF

1A147 WRC01 250 SF

1A107E.1 TLTU1 72 SF

1A106AC

1A138E EYFD1 288 SF

ELEC

WAIT

1A107 WRC01 140 SF

PAT TLT

1A106 WRC01 321 SF 1A106M

FITTING C5 AND DISPENSING

A-407

PHARMACY WAIT

D6

WAIT, LAB

1A106AA

C3 A-407

1A106K

1A125

C3 A-404

WAIT, RADIOLOGY

6. 7. 8. 9. 10.

UP

1S001A

A-220

D3 A-401

C1

CWS-1

1A107E.1

C1100 2576 SF

A-220

1A138A OFA03 360 SF

C6 A-830

1A105C

0

FEC-1

PATIENT RESOURCES

6"

one inch = one foot

D

INTERMEDIATE LANDING

CORR

1A107DA

E1

REFER TO A-100 SERIES DIMENSION SHEETS FOR OVERALL DIMENSIONS AND PARTITION TYPES REFER TO A-400 SERIES FOR ENLARGED PLANS REFER TO A-03 FOR TYPICAL MOUNTING HEIGHTS AND ABA REQUIREMENTS REFER TO A-200 SERIES FOR INTERIOR ELEVATIONS REFER TO A-401, A-402 AND A-404 FOR TYPICAL TOILET ROOM LAYOUTS; REFER TO A-405 FOR TYPICAL AND REPEATING ROOMS INCLUDING BUT NOT LIMITED TO CONSULT/ EXAM AND PROCEDURE ROOMS, NOTE THAT EYE TESTING ANTERIOR, EYE LASER TREATMENT, PHOTOGRAPHY, SPEECH ANALYSIS, IMMITTANCE, AND TREAT-OPHTHA ARE TO ALSO REFERENCE THESE ROOMS FOR TYPICAL LAYOUTS. REFER TO A-700 SERIES FOR RCPS REFER TO A-502 FOR CEILING DETAILS REFER TO A-520 FOR CASEWORK DETAILS REFER TO AI SERIES FOR INTERIOR FINISHES FURNITURE, ACCESSORIES, AND EQUIPMENT SHOWN FOR REFERENCE ONLY; REFER TO EQ SERIES DRAWINGS FOR SCHEDULE AND QUANTITIES NOT SPECIFICALLY SHOWN ON A-100 SERIES PLANS. FOR LOCATION OF THESE ITEMS REFER TO SHEET A-03 FOR TYPICAL MOUNTING HEIGHTS AND ABA REQUIREMENTS. FOR TYPICAL ACCESSORIES REFER TO DETAILS A7 & C1, U.N.O. REFER TO FJ SERIES, LIFE SAFETY PLANS, FOR LOCATIONS OF REQUIRED RATED WALLS, SMOKE PARTITIONS, AND SMOKE BARRIERS, IF CONFLICT EXISTS USE MOST RESTRICTIVE REFER TO A-603 FOR GENERAL BLOCKING NOTES FOR TYPICAL METAL STUD BLOCKING AND METAL STUD FRAMING REQUIRED. REFER TO SHEET QH-A600 FOR SPECIFIC LOGISTICS CATEGORY OF EQUIPMENT ITEMS, ALL ITEMS ARE TO BE ASSUMED TO BE C/C UNLESS SPECIFICALLY LISTED OTHERWISE ON SHEET QH-A600 REGARDLESS OF GRAPHIC REPRESENTATION. MODULAR PARTITIONS V/V - GOVERNMENT FURNISHED/ GOVERNMENT INSTALLED, REQUIRE COORDINATION WITH ELECTRICAL, SECURITY, TELECOM, AND HARDWARE FOR INCORPORATION OF CONDUIT AND TO SUPPORT WIRING AND DEVICES - TYPICAL.

2. 3.

1A131A

A1 A-412

STRUCTURAL BRACING VISIBLE THROUGH GLASS

GENERAL NOTES:

MPRS-2 A1

MULTI-LEVEL CURTAIN WALL SYSTEM TYPE 1 ALUMINIUM STOREFRONT WALL SYSTEM TYPE 2 METAL PANEL RAINSCREEN SYSTEM TYPE 1 METAL PANEL RAINSCREEN SYSTEM TYPE 2 PHENOLIC RESIN PANEL RAINSCREEN SYSTEM TYPE 1

TLT PUBLIC F

B7

A-220

1A100 485 SF

COFFEE SHOP 1A131 BX001 859 SF

1A100D SRLW1 87 SF

ELEV P-1

B1

2

one and one-half inch = one foot

E

A-201

A2 A-305

E8 A-830

8.4

1A101B

1S001B

three inches = one foot

CWS-2

1 DESIGN CLARIFICATIONS NO REVISIONS

19 NOV 18 DATE

MECHANICAL/ELECTRICAL/ PLUMBING:

CIVIL / SURVEYOR:

FIRE PROTECTION:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

CONSULTANT:

S: ARCHITECTS/ENGINEERS: RS: S:

Project Title

Drawing Title

VA Livermore Realignment and Closure - Part B - CBOC

LEVEL 1 AREA A- ARCHITECTURAL PLAN

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) Location

Drawing number

Stockton (French Camp) San Joaquin County, CA

Date

03 JULY 2018

Checked by

Drawn

GFD

TN

A-101-A

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

AM-0003 1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

7

8

9

10

PARTITION SYMBOLS REFER PLANS FOR TYPES AND TO SHEET A-601 FOR INFORMATION

0

NON RATED PARTITION NON RATED SMOKE PARTITION 1 HOUR FIRE BARRIER WALL 2 HOUR FIRE BARRIER WALL LEAD LINED PARTITION

F

MODULAR PARTITION (U.N.O.) F

27'-0" 25'-4"

13'-9"

20'-1 1/2"

3 1/2"

8'-4" (R.O.)

4'-9 3/4" (R.O.)

0

ELEV P-1

ELEV P-3

P-2

TLT PUBLIC F

A4

P-3

1A102 TLTF2

B4

D3 A-401

1. 2. 3. 4. 5.

13'-0"

11'-11 1/2"

7"

4'-3"

8' - 5 1/2" (R.O.) 7'-4"

B4

B4

1' - 6 1/4"

17'-7"

16' - 1 1/4" (R.O.)

1' - 5 3/4"

B6 1'-5" 1'-5"

9' - 5 7/8"

1'-6"

A4

A4

A4 7'-5"

A4

L6

33' - 6"

A4

L4 L4

L4 1'-5"

5

L6

OFFICE

1'-5"

LL

1A107H.1 OFDR1

A4

L6

12'-11"

6'-8 1/2" 1'-4 1/2"

31' - 6"

L4

DRESSING RM

B

MAMMOGRAPHY

TYP

A4(S)

1A107J XDM01

L4

SOILED UTIL

3'-10 1/2"

CORR

MAMMO WAIT

1A107L WRC01, WRF01

1A107M UCCL1

2'-5 1/2"

A4

4

CLEAN UTIL

C

A4(S)

A1 / A-101-A

FEC-1 TYP

A

D

A1 / A-101-A A1 / A-101-B

B8 A-406

C1103

A4

1A107K DR001

A4

1A110 USCL1

15'-0 1/2"

MAMMO DRESSING

A4

12'-5"

A4

C1112

1'-5"

CORR

L4(S)

1'-5"

1A107H.3 DR001

1'-0" 5'-9 1/2"

A4

L6

A4

5'-0"

1A107H XDR01

L4(S)

A4(S)

1A113B TEDR1

D3 A-406

L4

1A107H.2

L6

1A113 OFA03

SW RM

1A112 ITNT1

L4

L6

A4(S)

A4(S) 1'-0"

OFF, SHARED

1'-0"

MDF RM

7"

8'-8"

1'-0"

2'-0"

C4 7' - 3"

CLR WIDTH 3'-0"

7"

1' - 7 1/4"

R1

F4

6'-5"

C

VEST

RADIOLOGY 2

M4 A4(S)

7'-6"

1A107G.1 DR001 A4

1A107G.4 CMP01

TYP

COMPUTER REP/ STOR

A4 8"

M4

CONTROL/ TECH WORKRM

L6

L6(S)

1A113D SRE01

C1105

A1

1' - 3 1/2"

1'-4"

F4

8'-6"

SUPPLY STOR

C4

1A106H SRS01

7' - 0 5/8"

FEC-1

A4(S)

10'-2"

1A122 LAC01

7' - 11"

A4(S)

STOR, BULK

11'-10"

1A105G PHOD2

LACTATION

M4

11'-6"

CLR WIDTH 3'-0"

RECEIVING BREAKDWN

A4

5'-10"

4'-2 1/2"

4'-5"

R4

A4(S)

C1102

RM

VEST

1A113E ITWR1

A4

A4 9'-3"

1A105H TLTU1

CORR

1A106F SRR02

A3 A-406

C4

7' - 10"

9' - 7"

A4 1A105K OFD03

ST TOILET

13.

D

1A107G.2

DI WATER

7'-6 1/2"

4'-10"

2'-0"

8'-8" 7'-11"

A4(S)

A4(S)

A4

OFFICE, SUPV.

C1111

1A106D SRS04

1A107C TLTU1

L6

1A107G XDR01

L6

1A112

C4

12.

REFER TO A-100 SERIES DIMENSION SHEETS FOR OVERALL DIMENSIONS AND PARTITION TYPES REFER TO A-400 SERIES FOR ENLARGED PLANS REFER TO A-03 FOR TYPICAL MOUNTING HEIGHTS AND ABA REQUIREMENTS REFER TO A-200 SERIES FOR INTERIOR ELEVATIONS REFER TO A-401, A-402 AND A-404 FOR TYPICAL TOILET ROOM LAYOUTS; REFER TO A-405 FOR TYPICAL AND REPEATING ROOMS INCLUDING BUT NOT LIMITED TO CONSULT/ EXAM AND PROCEDURE ROOMS, NOTE THAT EYE TESTING ANTERIOR, EYE LASER TREATMENT, PHOTOGRAPHY, SPEECH ANALYSIS, IMMITTANCE, AND TREAT-OPHTHA ARE TO ALSO REFERENCE THESE ROOMS FOR TYPICAL LAYOUTS. REFER TO A-700 SERIES FOR RCPS REFER TO A-502 FOR CEILING DETAILS REFER TO A-520 FOR CASEWORK DETAILS REFER TO AI SERIES FOR INTERIOR FINISHES FURNITURE, ACCESSORIES, AND EQUIPMENT SHOWN FOR REFERENCE ONLY; REFER TO EQ SERIES DRAWINGS FOR SCHEDULE AND QUANTITIES NOT SPECIFICALLY SHOWN ON A-100 SERIES PLANS. FOR LOCATION OF THESE ITEMS REFER TO SHEET A-03 FOR TYPICAL MOUNTING HEIGHTS AND ABA REQUIREMENTS. FOR TYPICAL ACCESSORIES REFER TO DETAILS A7 & C1, U.N.O. REFER TO FJ SERIES, LIFE SAFETY PLANS, FOR LOCATIONS OF REQUIRED RATED WALLS, SMOKE PARTITIONS, AND SMOKE BARRIERS, IF CONFLICT EXISTS USE MOST RESTRICTIVE REFER TO A-603 FOR GENERAL BLOCKING NOTES FOR TYPICAL METAL STUD BLOCKING AND METAL STUD FRAMING REQUIRED. REFER TO SHEET QH-A600 FOR SPECIFIC LOGISTICS CATEGORY OF EQUIPMENT ITEMS, ALL ITEMS ARE TO BE ASSUMED TO BE C/C UNLESS SPECIFICALLY LISTED OTHERWISE ON SHEET QH-A600 REGARDLESS OF GRAPHIC REPRESENTATION. MODULAR PARTITIONS V/V - GOVERNMENT FURNISHED/ GOVERNMENT INSTALLED, REQUIRE COORDINATION WITH ELECTRICAL, SECURITY, TELECOM, AND HARDWARE FOR INCORPORATION OF CONDUIT AND TO SUPPORT WIRING AND DEVICES - TYPICAL.

PAT TLT

L6

2' - 8" 3' - 10"

7' - 9" 11' - 0"

2' - 10"

STOR PHLEBOTOMY

CORR

C8

A7 A-440

11.

14.

5'-9"

9' - 2 7/8"DRESSING

TYP

RADIOLOGY 1

2'-0"

MDF RM

A4(S)

9'-0"

9'-5 1/2" 3'-6 1/2"

A4 A4 M4

1'-6"

6'-9"

8'-6 1/2"

A4(S)

M4

A4(S)

CORR

ASEPTIC (CLEANROOM) 1A105L PHIV2

M4

M4

1A132

4" 4'-9 1/2"

B4

M41(SS) Sim

M41(SS)

9'-2"

AIR PRESSURE GAUGE MONITOR

11'-6"

E3 A-411

CL

1A106J TLTU1

1A105F SL001

M4

R4

2'-5 1/2"

R4

A4 4"

CL

1A105M PHIV2

1'-0"

1A105N PHOD2

1'-10"

ST TLT

ST LKRS, LOUNGE

CL

E3 A-406

L6

1A106B LMCH3

8' - 6"

A4

VAULT, CONTROLLED SUBSTANCE WORK AREA

1'-0 1/2"

1'-0" HOLD

7' - 4" A4(S)

CL

KITCHENETTE

A4(S)

4' - 6 1/2"

12'-1"

A1 / A-101-A

1A134A SRE01

A1

/A -1 01 /A -C -1 01 -B

COMMAND CENTER STOR

2'-0"

7'-0"

A4

ANTE

11'-1"

14' - 9" 1' - 0"

RSN://omac-inrevitp01/202067-VA/195116_Livermore_RealignmentAndClosure/AR/195116_B-CBOC_Central.rvt 11/16/2018 11:40:27 AM

17'-3"

4

A4(S)

M41(SS)

1A134 CRA03

R4

A4

6'-6 1/2"

HEMATOLOGY LAB

A4 R4

6'-9 1/2"

PT

FEC-1

PT

R4

SHARED MED APPT

30'-0"

C4

M41(SS)

M4

1' - 6" 4' - 4"

2'-0"

A4

1A135 CRA03

B

1A106E LMBB1

2'-0"

5' - 2"

R4

R4

2'-0" 1' - 0" MIN.

B4

R4

5' - 5 3/4"

1' - 4" MIN.

7' - 6"

B4

R4

7 1/2"

A4

8'-0"

FEC-1

2' - 2"

SHARED MED APPT

BLOOD BANK

15'-6"

16' - 11"

9' - 2"

R4

PT

5' - 4"

6' - 3"

4 0

R4

A4

M4

9'-6 1/2"

CL

1A105C

1'-7" R4

6'-0"

A4

6'-0 1/2"

CIRCULATION

A4

CL

4' - 6"

ALIGN

9'-9 1/2"

1A105A

2'-0"

5' - 4"

PT

A4

B4

6

1A107B A8 SRHM1

8'-10 1/2"

1' - 6"

1A146Z

CL

M4

M4

URINALYSIS

12'-0 1/2"

L6

A4

1A106A LBVP1

1A107D DR001 8'-5"

A4(S)

1A105T.1 OFDC2

PHARMACY WORK AREA

9' - 2 1/2" PT

FEC-1

1A106C LBVP1

1A107E XDUS1

6. 7. 8. 9. 10.

7

6.8

7'-0" HOLD

STRETCHER HOLD

A4(S)

1A106L TLTU1

A4

1A136 CRA03

2'-0"

A4

TLT-URIN

1A106K TLTU1

M4

M4

SHARED MED APPT

PT

1' - 0"

2'-0"

TLT-URIN

A4

A4

1A107A CMP01

7.2

B6

1

TECH WORKRM

20'-0"

DRESSING RM A4

ULTRASOUND

7'-1"

Z1

PRIVATE DRAW

A4

CL

C1110

BLOOD 2'-0" SPECIMEN COLLECTION

1A107A.1 MRS01

5'-9"

A8

10'-5"

Z1

12'-3 1/2" 6' - 1"

6'-2 1/2" A4

A4 M4 1' - 7"

R1

2'-0"

1' - 8"

9'-9 1/2"

3' - 0"

4' - 4"

6'-1"

DOCUMENT CONTROL

A4

1A107E.1 TLTU1

CL

CORR

D6

1A106P

7'-5"

PAT TLT

PICK-UP 11 1/2"

20'-7"

A4

A4

1A106N

A4

A4

1A105S PHOD1

9' - 2"

12'-0"

1A106M

M4

FEC-1

F.A. CLO.

TYP

A1 A-407

18' - 1"

INTAKE

1A105R PHOD1

VEST

A8

INTAKE

PT

CL

Z1

1' - 6"

1' - 0"

R4

M4

1'-7"

A4

ELEC

1A107 WRC01 9'-8 1/2"

WAIT, LAB

R1

13' - 10 13/16"

0

5' - 4"

Sim 1A106 WRC01

A4

1A105 WRC01

R4 1'-7"

WAIT, RADIOLOGY

A4

1' - 6"

PHARMACY WAIT

1A147 WRC01

A4

M4

SHARED MED APPT 1A137 CRA03

1'-5"

UP

1' - 6" MIN

C3 A-404

TYP

WAIT

9' - 2"

9'-5"

1'-4 1/2"

A4

A4

2'-0"

C3 A-407

M4 11'-7"

1'-0"

EQ

1'-0"

6"

CORR

A4

1' - 0"

8' - 10"

CL

1'-4 1/2"

1'-4 1/2"

7"

1A138E EYFD1

EQ

1S001

B4

A4

14'-9 1/2"

6' - 0"

ELEC

1A138F

1' - 0"

R4

R4

2

1A138A OFA03

STAIR 1

C1100

FITTING AND DISPENSING

A4

FEC-1 ALIGN

FEC-1 1'-8"

0

1'-0 1/2" 1'-0"

A4(P)

A4

12' - 4"

2'-0"

R1

F4

R4

2'-0"

PT

9"

A4

8' - 10"

2'-0"

11'-8"

1A104 TLTM2 A4

A4

A4

4'-0"

WAIT

1A138G WRC01

2' - 5"

9' - 0"

1A100B RECP3

2' - 0"

4'-1"

25'-1"

1' - 8"

TLT PUBLIC M

G

1A146Y

5' - 4"

0

E

30'-3 1/2"

2

INFO/ RECEP DESK

A4

8

STRUCTURAL BRACING VISIBLE THROUGH GLASS

GENERAL NOTES:

CIRCULATION

KIOSKS

PT

4

05-01

B4

B4

F6

B4

B4

5'-9"

1A100

A4

B

7' - 0" HOLD

KEY PLAN A

A1

LEVEL 1 AREA A

FULLY SPRINKLERED

1/8" = 1'-0"

CONSULTANTS:

HDR Architecture, Inc. 201 California Street, Suite 1500 San Francisco, CA 94111

8 4

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

0

16

0

EXTERIOR KEYNOTES

Sim

LOBBY

6"

one inch = one foot

ELEV P-2

P-1

MULTI-LEVEL CURTAIN WALL SYSTEM TYPE 1 ALUMINIUM STOREFRONT WALL SYSTEM TYPE 2 METAL PANEL RAINSCREEN SYSTEM TYPE 1 METAL PANEL RAINSCREEN SYSTEM TYPE 2 PHENOLIC RESIN PANEL RAINSCREEN SYSTEM TYPE 1

8

CL

one-half inch = one foot

CWS-1 CWS-2 MPRS-1 MPRS-2 PRPS-1

1A100E

1'-0"

three-eighth inch = one foot

EXTERIOR SYSTEMS LEGEND

26'-0"

A4

1A138 WRC01

PATIENT RESOURCES

one-quarter inch = one foot

N

23'-0"

79'-3 1/2" (R.O.)

3' - 0"

WHEELCHAIR STOR B4

22'-3"

one-eighth inch = one foot

M

27'-0"

F6

WAIT

11"

three-quarters inch = one foot

22'-9 1/2"

1A100D SRLW1

1A131 BX001

C

L

31'-0"

A7 A-450

F6 3'-0"

COFFEE SHOP

A

4'-1" (R.O.)

K

31'-0"

Sim

2'-1 1/2"

1A101

J

22'-10"

10'-5"

11'-11 1/4"

A1 / A-101-A

1

A1 / A-101-C

VEST

A4

D

H.2

7'-2"

32'-4"

C8 A-411

17'-8"

3'-9 1/2"

H

31'-0"

MAIN ENTRANCE

6"

one and one-half inch = one foot

G

31'-0"

27'-11"

three inches = one foot

E

1'-10 3/4"

6"

CMU + GWB PARTITION

A4

E

F

1 DESIGN CLARIFICATIONS NO REVISIONS

19 NOV 18 DATE

MECHANICAL/ELECTRICAL/ PLUMBING:

CIVIL / SURVEYOR:

FIRE PROTECTION:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

CONSULTANT:

S: ARCHITECTS/ENGINEERS: RS: S:

Project Title

Drawing Title

VA Livermore Realignment and Closure - Part B - CBOC

LEVEL 1 AREA A - DIMENSION PLAN

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) Location

Drawing number

Stockton (French Camp) San Joaquin County, CA

Date

03 JULY 2018

Checked by

Drawn

Checker

A-101-A-1

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

HJ

AM-0003 1

2

3

4

5

6

7

8

9

10

4"

6"

4

LEAD GLASS

1'-0" 6"

6"

3'-6"

B

C

F

FG

K

KN

N

ALUM GLASS EXTERIOR

ALUM GLASS INTERIOR

FLUSH DOOR

FULL GLASS DOOR

LEAD LINED DOOR

LEAD LINED DOOR

NARROW LITE DOOR

LAMINATED GLASS

1

6

7

8

9

10

AS SCHEDULED

F

10"

3'-6"

2'-0" 10"

three inches = one foot

10"

6"

2'-0"

F

5

AS SCHEDULED

6"

1'-0"

5' - 5"

2'-9"

4" 4"

4"

4"

4"

4"

0

4"

3

AS SCHEDULED

2

2'-9"

1

OG

OSG

VF

OVERHEAD ROLL-UP DOOR

OVERHEAD SECURITY GRILLE

VERTICALLY FOLDING ROOM DIVIDER

UF UNBALANCED FLUSH

LAMINATED GLASS

MIRRORED GLASS

Sim

A6 A-609

MS2

LEVEL 1 0' - 0" IW09

DOOR TYPE ELEVATIONS

IW09

1/4" = 1'-0"

1/4" = 1'-0" Sim

LEVEL 1 0' - 0"

LEVEL 1 0' - 0"

IW02

IW03

1/4" = 1'-0"

1/4" = 1'-0"

1/4" = 1'-0"

D1 A-609 IW05

LEVEL 1 0' - 0"

IW04/IW04A

IW06

LEVEL 1 0' - 0"

D5 A-609

LEVEL 1 0' - 0"

3'-6" (CLEAR)

EQ

EQ

2'-0" A5 A-609

Sim

D

Sim

LAMINATED GLASS (TYP.)

A5 A-609

Sim

DOOR OPENING (AS SCHED.)

7'-0"

LAMINATED GLASS

IW07

EQ

1

9'-0"

4' - 2"

LEAD LINED/ LAMINATED GLASS

E5 A-609

2' - 8 1/4" BOTTOM OF SILL

PACKAGE TRANSFER WITH INTERLOCK (BOTH SIDES)

LAMINATED GLASS

COILING COUNTER DOOR ON ROOM SIDE

LEVEL 1 0' - 0"

LEVEL 1 0' - 0"

IW08

IW05

IW06

IW07

IW08

1/4" = 1'-0"

1/4" = 1'-0"

1/4" = 1'-0"

1/4" = 1'-0"

6"

IW01

1'-4 1/4" 1'-1 1/2"

C8 A-608

4"

Sim

2' - 10"

B1 A-609

E1 A-609

4' - 8" 4' - 0"

4"

7' - 0"

IW04

IW03

Sim

4' - 0"

Sim

3' - 0"

2' - 6"

B5 A-609

Sim

EQ

2' - 0"

3' - 0"

IW02

3' - 0"

3' - 8"

C7 A-608

B6 A-609

Sim

3' - 0"

2

A5 A-609

4' - 0"

C7 A-608

E1 A-609

3' - 7 1/4"

Sim

4' - 0"

5' - 4"

LAMINATED GLASS (TYP.)

3' - 0"

4'4'- -0"4"

0

5' - 0"

B5 A-609

D3 A-608

3' - 8" MAX. TO SILL

C7 A-608

C7 A-608

Sim

16'-2"

3' - 0"

Sim

IW01

A6 A-609

E5 A-609

LEVEL 1 0' - 0"

0

DOOR OPENING (AS SCHED.)

4 PANEL BI-PARTING HALF TRACK BREAK OPEN ANY POSITION

4 PANEL DOUBLE SLIDE FULL TRACK

A5 A-609

Sim

AS4

MS4

3 EQUAL PANELS A5 A-609

A5 A-609

LAMINATED GLASS (TYP.) 7' - 0"

RECESSED TRACK

Sim

9' - 0"

A5 A-609

14'-10"

6"

D

D

A

C

E

A

D

C7 A-608

2"

2"

1 3/8" 2"

0

1

1R

11M

SEE SPECIFICATIONS FOR RADIATION RESISTANT

2

3

4

13

A

DUAL EGRESS

2 1/2"

5/8"

A

4"

DOOR HEIGHT SEE SCHEDULE

A

1 1/2"

2"

C1

2"

B

GENERAL NOTES:

WINDOW SIDE

2"

A

A

TEMPERED SIDELITE U.N.O.

WALL WIDTH SEE PLANS FOR TYPE

2"

2"

4

1' - 2"

WALL WIDTH SEE PLANS FOR TYPE

EQ.

DOOR WIDTH SEE SCHEDULE

16 GA. FLAT BACKING

2 5/8"

WALL WIDTH SEE PLANS FOR TYPE

EQ.

WALL WIDTH SEE PLANS FOR TYPE

WALL WIDTH SEE PLANS FOR TYPE

one inch = one foot three-quarters inch = one foot

EQ

2' - 0"

0 6"

RECESSED DOOR PULL (TYP)

DOOR WIDTH SEE SCHEDULE

one-half inch = one foot

3' - 6" (CLEAR)

E

A6 A-609

C

EQ

X

2 PANEL SINGLE SLIDE HALF TRACK

D

EQ

X

2

E

one and one-half inch = one foot

15' - 6 1/2"

5/8"

EQ.

2"

EQ.

2"

2"

1.

DOOR AND FRAME ASSEMBLIES SHALL COMPLY WITH ALL GENERAL NOTES & LEGENDS, DOOR AND FRAME DETAILS, COMPONENTS INDICATED BY THE "DOOR- FRAME SCHEDULE", AND PROJECT REQUIREMENTS AS SPECIFIED. 2. DOOR TYPE SYMBOL REFERENCE "DOOR TYPE DIAGRAMS", INDICATING LAYOUT OF THE DOOR ASSEMBLY, LOCATION AND SIZE OF GLASS AND LOUVER PANELS, AND DIMENSIONS OF RAILS AND STILES. 3. DOOR SWING DIRECTIONS INDICATED ON THE DOOR TYPE DIAGRAMS ARE DIAGRAMMATIC ONLY, FOR ACTUAL DIRECTION AND HANDEDNESS OF DOOR SWING, REFER TO FLOOR PLANS. 4. REFER TO DOOR SCHEDULE FOR GLAZING TYPE. 5. GLASS LIGHT DIMENSIONS ARE TO EDGE OF EXPOSED GLASS.

C

DOOR SIDE

2"

B

C

C1

D

E

DOOR PANEL TYPES FRAME TYPE NOMENCLATURE

DOOR FRAME TYPE ELEVATIONS

DOOR FRAME PROFILES

1/4" = 1'-0"

3" = 1'-0"

Xx

DENOTES FRAME SUB-TYPE DENOTES FRAME TYPE (SEE ADJACENT FRAME TYPE ELEVATIONS)

4

FRAME SUB-TYPES M MASONRY HEAD (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) R RADIATION RESISTANT (SEE SPECIFICATIONS)

1. 2.

4" METAL STUDS, TYP.

3X3 STL TUBE, ATTACH TO FLOOR AND OVERHEAD STRUCT.

OVERHEAD DOOR GUIDES, CONNECTION PER MANUF.

OVERHEAD SECURITY GRILLE COIL ABOVE CEILING

FINISHED CEILING 9'-0"

DOOR OPENING WIDTH

SHIM AS REQUIRED

4" TYP @ PERIMETER

CEILING AS SCHEDULED

PARTITION AS SCHEDULED

SHIM AS REQUIRED SLIDING DOOR TRACK ASSEMBLY 4" TYP @ PERIMETER

WALL AS SCHEDULED, WRAP GWB UP TO OVERHEAD DOOR GUIDE

SLIDING DOORS SLIDING DOORS IN OPEN POSITION

OVERHEAD SECURITY GRILLE HEAD

A3

1/2" = 1'-0"

OVERHEAD SECURITY GRILLE JAMB 3" = 1'-0"

A5

A

FLUSH MOUNTED MIRRORED GLASS

FLUSH MOUNTED MIRRORED GLASS

A1

SEE DOOR SCHEDULE FOR DOOR WIDTH AND HEIGHT FRAME TYPE 11M DEPTH/THROAT IS 6" UNLESS OTHERWISE NOTED

SLIDING DOOR FRAME ASSEMBLY

SLIDING DOOR FRAME ASSEMBLY BRACE TO STRUCTURE

B

NOTES RECESSED DOOR PULL (TYP)

DOOR OPENING HEIGHT

4 0

PARTITION AS SCHEDULED STUD HEADER AS REQUIRED

SLIDING DOOR HEAD (4 PANEL)

A7

3" = 1'-0"

SLIDING DOOR JAMB (4 PANEL) 3" = 1'-0"

FULLY SPRINKLERED CONSULTANTS:

HDR Architecture, Inc. 201 California Street, Suite 1500 San Francisco, CA 94111

8 4

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

0

16

one-quarter inch = one foot one-eighth inch = one foot

A

RSN://omac-inrevitp01/202067-VA/195116_Livermore_RealignmentAndClosure/AR/195116_B-CBOC_Central.rvt 11/16/2018 11:41:26 AM

0

GRID

8

three-eighth inch = one foot

B

1 DESIGN CLARIFICATIONS NO REVISIONS

19 NOV 18 DATE

MECHANICAL/ELECTRICAL/ PLUMBING:

CIVIL / SURVEYOR:

FIRE PROTECTION:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

CONSULTANT:

S: ARCHITECTS/ENGINEERS: RS: S:

Project Title

Drawing Title

VA Livermore Realignment and Closure - Part B - CBOC

DOOR AND FRAME TYPES AND DETAILS

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) Location

Drawing number

Stockton (French Camp) San Joaquin County, CA

Date

03 JULY 2018

Checked by

Drawn

Checker

A-607

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

Author

AM-0003 1

2

3

4

5

6

7

8

9

10

4

SCHEDULED PARTITION

FIN CLG HT SEE RCP

SHIM AS REQUIRED

B.O. MULLION RE: WINDOW SCHEDULE

CASING BEAD SEALANT

HOLLOW METAL FRAME (4" HEAD & 2" JAMB) SOLID GROUT

1 1/64"

DOOR FRAME BEYOND

SECTION AT HEAD COILING COUNTER DOOR

DOOR AS SCHEDULED

ROOM SIDE

E3

3" = 1'-0"

DOOR HEAD / JAMB SIM - CUP

E5

3" = 1'-0"

SHIM AS REQUIRED

HEAD DETAIL-SLIDING TRANSACTION WINDOW WITH COUNTER 3" = 1'-0"

CASING BEAD

HEAD DETAIL AT EXTERIOR STOREFRONT

E7

3" = 1'-0"

FILL IN MATERIAL 1"1" 1" MIN

COILING COUNTER DOOR FRAME AT JAMB BEYOND

PAVING SLOPE TO DRAIN, RE: CIVIL

ALUMINUM STOREFRONT CURTAIN WALL SYSTEM

1

ALUM SLIDING WINDOW UNIT SEE WINDOW SCHEDULE

ALUMINUM DOOR

WOOD SHIM SOLID SURFACE COUNTERTOP W/ MDF SUBSTRATE

GROUT SOLID 3'-8" AFF, UNO

CONCRETE FOUNDATION REINFORCING SEE STRUCT

2' - 0"

8" 6 1/2"

SLIDING TRANSACTION WINDOW SILL

5"

3" = 1'-0"

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

2

2' - 0"

ROOM SIDE WATERPROOFING MEMBRANE

ALUMINUM HORIZONTAL MULLION BELOW

WAITING SIDE

SILL DETAIL- SLIDING TRANSACTION WINDOW WITH COUNTER 3" = 1'-0"

3" = 1'-0"

8". STEEL CLIP ANGLES CONNECT TO HSS COLUMNS HORIZ. JOINT REINF. @ LOUVER SUPPORT 16"O.C. PER STRUCT METAL STUDS, SIZE PER SCHEDULE

6"

VERTICAL REINFORCING GROUT SOLID

4

C4

REMOVABLE BLAST LOUVER

8" CMU HEAD BOND BEAM

8" CMU HEAD BOND BEAM

LOUVER FASTENERS PER LOUVER MANUFACTURER, TYP.

CORNER BEAD

CLEAT ALIGN

MOUNTING HOLE

6"

125/128"

6"

B5 REMOVABLE MISC. STEEL HSS LOUVER SUPPORT PER STRUCT

CONTINUOUS STEEL ANGLE BETWEEN HSS COLUMNS LOUVER SUPPORT PER STRUCT

STEEL CLIP ANGLES WELD TO ANGLE CONNECT TO HSS COLUMNS LOUVER SUPPORT PER STRUCT

REMOVABLE BLAST LOUVER

EXPANSION ANCHOR PER STRUCT

1"

HEAD DETAIL AT PHARMACY SERVER WINDOW 3" = 1'-0"

STRUCTURAL SLAB RE: STRUCT

FILL IN MATERIAL PAVING, RE: CIVIL

A4

3" = 1'-0"

LOUVER SILL - CUP 3" = 1'-0"

CONSULTANTS:

0

HDR Architecture, Inc. 201 California Street, Suite 1500 San Francisco, CA 94111

8 4

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

19 NOV 18 DATE

A5

MECHANICAL/ELECTRICAL/ PLUMBING:

CIVIL / SURVEYOR:

FIRE PROTECTION:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

LOUVER FASTENERS PER LOUVER MANUFACTURER, TYP. METAL FLASHING WITH BACK AND END DAMS ON BED OF SEALANT

BOTTOM OF HSS 7' - 11 1/2"

127/128"

METAL STUD SOFFIT FRAMING

STEEL CLIP ANGLES WELD TO HORIZONTAL HSS

SHIM AS REQUIRED INTERIOR ALUM. WINDOW SYSTEM GLASS AS SCHEDULED

CORNER BEAD (TYP)

A8

JAMB DTL @ INT ALUM STOREFRONT (SILL SIM.) 3" = 1'-0"

S: ARCHITECTS/ENGINEERS: RS: S:

A6

LOUVER FASTENERS PER LOUVER MANUFACTURER, TYP.

REMOVABLE MISC. STEEL HSS COLUMNS LOUVER SUPPORT PER STRUCT

CONTINUOUS BACKING

SHIM AS REQUIRED

DRIP EDGE WITH SEALANT

REMOVABLE BLAST LOUVER

A

LOUVER AT STEEL BEAM SUPPORT - CUP 3" = 1'-0"

HEAD DTL @ INT ALUM STOREFRONT

FULLY SPRINKLERED

3" = 1'-0"

Project Title

Drawing Title

VA Livermore Realignment and Closure - Part B - CBOC

DOOR AND FRAME DETAILS

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) Location

Drawing number

Stockton (French Camp) San Joaquin County, CA

Date

03 JULY 2018

Checked by

Drawn

Checker

A-609

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

Author

AM-0003 1

2

3

4

5

B

REMOVABLE BLAST LOUVER

CONTINUOUS HORIZONTAL STEEL HSS BETWEEN HSS COLUMNS

INTERIOR ALUM. WINDOW SYSTEM

CONSULTANT:

CONTINUOUS STEEL ANGLE BETWEEN HSS COLUMNS WELD TO HORIZONTAL HSS

3" = 1'-0"

5/8" GWB SOFFIT

DOUBLE OR TRIPLE JAMB STUDS AS SCHEDULED

JAMB DTL @ INT ALUM STOREFRONT

HEAD DETAIL AT PHARMACY PASS THROUGH WINDOW

SEALANT & BACKER, BOTH SIDES.

WATERPROOFING MEMBRANE

SHIM AS REQUIRED

6"

ANGLE STUD BRACE TO STRUCTURE ABOVE. BRACE AT EVERY OTHER SOFFIT STUD. ALTERNATE DIRECTIONS

GROUT SOLID

INTERIOR ALUM. WINDOW SYSTEM

125/128"

STEEL CLIP ANGLE WELD TO HORIZONTAL HSS (TOP AND BOTTOM) CONNECT TO HSS COLUMNS BEYOND

3/8"

METAL SILL FLASHING WITH BACK AND END DAMS ON BED OF SEALANT OVER WATERPROOFING MEMBRANE

2"

B6

SEALANT & BACKING ON BOTH SIDES

LOUVER FASTENERS PER LOUVER MANUFACTURER, TYP.

4" CMU

1 DESIGN CLARIFICATIONS NO REVISIONS

6"

DOOR RELEASE

3" = 1'-0"

SILL DETAIL AT PHARMACY SERVER WINDOW

3" = 1'-0"

DOOR

2"

CLASS III BULLET RESISTIVE GLASS

LOUVER HEAD / JAMB SIM - CUP

MANUAL SLIDING DOOR JAMB (HEAD SIM.)

SEALANT

OPENING SHOWN BEYOND AT JAMB FOR VOICE TRANSMISSION

6"

B8

NOTE: AT DOOR HEAD FRAMING TO BE BOX HEADER IN LIEU OF DOUBLE STUDS EACH SIDE AS SHOWN

ROOM SIDE

FIXED FLANGE

SEALANT

WALL AS SCHEDULED

RSN://omac-inrevitp01/202067-VA/195116_Livermore_RealignmentAndClosure/AR/195116_B-CBOC_Central.rvt 11/16/2018 11:42:35 AM

0 4 0

BALLISTIC MATERIAL - FULL HEIGHT

THREAT SIDE

16

one-quarter inch = one foot

8

three-eighth inch = one foot

B

1"

AUTOMATED SLIDING DOOR

4" WIDE BALLISTIC MATERIAL BATTEN STRIP AT SEAMS OF SHEETS - PER MANUF. PRINTED INSTRUCTIONS

BALLISTIC MATERIAL - FULL HEIGHT

REMOVABLE MISC. STEEL HSS COLUMNS LOUVER SUPPORT PER STRUCT

9 GA STEEL SECURITY MESH

METAL STUDS, SIZE PER SCHEDULE ADJUSTABLE FLANGE

ALIGN

SHIM AS REQUIRED

LOUVER PANEL

3"

4

4" WIDE BALLISTIC MATERIAL BATTEN STRIP AT SEAMS OF SHEETS - PER MANUF. PRINTED INSTRUCTIONS

0

one-half inch = one foot

CONTINUOUS STEEL ANGLE BETWEEN HSS COLUMNS LOUVER SUPPORT PER STRUCT

5/8" GWB EACH SIDE

one-eighth inch = one foot

4" WIDE BALLISTIC MATERIAL BATTEN STRIP AT SEAMS OF SHEETS - PER MANUF. PRINTED INSTRUCTIONS

C

9 GA STEEL SECURITY MESH

1"

0

6"

HORIZ. JOINT REINF. @ 16"O.C.

METAL STUDS, SIZE PER SCHEDULE

BACKER ROD AND SEALANT

1"

SLIDING DOOR UNIT WIDTH- SEE DOOR SCHEDULE

5/8" GWB EACH SIDE

9 GA STEEL SECURITY MESH

STAINLESS STEEL DRIP FLASHING

METAL STUD, DOUBLE @ JAMBS

CASING BEAD

VERTICAL REINFORCING #__ @ __ IN O.C. GROUT SOLID

5/8" GWB EACH SIDE

ALUM CLOSURE AT JAMB LOCATION

EXPANSION ANCHOR PER STRUCT

CORRIDOR SIDE SEALANT

VERTICAL REINFORCING #__ @ __ IN O.C. GROUT SOLID

FLEXIBLE MEMBRANE OVER AIR AND WEATHER BARRIER ON TOP OF METAL FLASHING

BALLISTIC MATERIAL FULL HEIGHT

EXTERIOR CURTAIN SYSTEM SHOWN FOR REFERENCE ONLY REFER TO EXTERIOR DETAILS FOR ACTUAL FRAMING AND ADDITIONAL INFORMATION.

3" = 1'-0"

THREAT SIDE

HORIZ. JOINT REINF. @ 16"O.C.

CONTINUOUS RAIN SCREEN INSULATION

SEALANT, TYP.

3" = 1'-0"

HEAD/SILL DETAIL AT MANUAL SLIDING DOOR

D8

THREAT SIDE

SECURE SIDE

AIR AND WEATHER BARRIER

A3

D

JAMB DETAIL AT EXTERIOR STOREFRONT

D7

SECURE SIDE

6 81/128"

METAL SHELF AND DEAL TRAY

A

SCHEDULED FINISH FLOOR

EXTERIOR WALL SYSTEM MPRS-3

B1

COORD W/ MFR TRACKLESS THRESHOLD

1" = 1'-0"

8" CMU HEAD BOND BEAM

SECURE SIDE

ALUM SLIDING DOOR UNIT SEE DOOR SCHEDULE

DOOR SILL - CUP 7 5/8"

CLASS III BULLET RESISTIVE GLASS

ALUMINUM VERTICAL MULLION

5/8"

ROOM SIDE

4 1/2" FRAME

D3

2 1/2"

ALUM SLIDING DOOR UNIT SEE DOOR SCHEDULE FOR SIZE

VARIES REFER TO PLAN

4 1/2"

6 1/2"

6"

three-quarters inch = one foot

4 1/2"

2'-10" AFF, UNO

8"

1 1/2"

BRICK LEDGE

0

D1

CORRIDOR SIDE

4 x 8 x 16 CMU

D5

C

SEALANT

WATERPROOFING MEMBRANE

6"

one inch = one foot

D

WOOD SHIM

7 1/2"

SEALANT

CASING BEAD

E

DOOR AS SCHEDULED

VAPOR BARRIER UNDER SLAB, TYPICAL

ALUM SLIDING WINDOW UNIT

MTL STUD

SEALANT 65/128" MAX

6"

THRESHOLD AT DOOR SET IN SEALANT STRUCTURAL SLAB RE: STRUCT

CEILING AS SCHEDULED

LOUVER PANEL

SLIDING TRANSACTION WINDOW HEAD

WAITING SIDE

ALUMINUM DOOR

.1/2"

BACKER ROD AND SEALANT

SEALANT - EACH SIDE & ALL AROUND, TYP.

FIN CLG HT SEE RCP

ALUM SLIDING DOOR UNIT HEIGHT - SEE DOOR SCHED

0

E1

F FIN CLG HT SEE RCP

CEILING AS SCHEDULED

2

one and one-half inch = one foot

1

SEALANT

ALUMINUM HORIZONTAL MULLION

7 1/2" FIN CLG HT SEE RCP

ALUM CLOSURE AT JAMB LOCATION

VARIES, SEE RCP

CASING BEAD

10

ALUMINUM STOREFRONT CURTAIN WALL SYSTEM

FLEXIBLE MEMBRANE OVER AIR AND WEATHER BARRIER ON TOP OF METAL FLASHING

STAINLESS STEEL DRIP FLASHING

OPENING AS SCHEDULED

SHIM AS REQUIRED

9

1

6"-18 GA BOX BEAM HEADER (16GA AT +10'-0"W OPG'S)

CONTINUOUS RAIN SCREEN INSULATION

8" MIN

three inches = one foot

FIN CLG HT SEE RCP CEILING AS SCHEDULED

MTL STUD KICKER, AS REQ'D COORDINATE WITH COILING DOOR MTL STUD

AIR AND WEATHER BARRIER

6"

F

8

COILING COUNTER DOOR MECHANISM ABOVE CEILING

EXTERIOR WALL SYSTEM MPRS-3

6"-18 GA BOX BEAM HEADER (16GA AT +10'-0"W OPG'S)

7

ALIGN

0

MTL STUD KICKER, AS REQ'D

6

SCHEDULED PARTITION

8" CMU HEAD BOND BEAM

MTL STUD

E

5

2 1/2"

3

5/8"

2

OPENING AS SCHEDULED

1

6

7

8

9

10

1

2

3

4

5

6

7

8

9

10

GENERAL NOTES: 0

MAIN ENTRY DRIVE

6"

PB

three inches = one foot

PB PB

S3 4

S3 6

S3 5

PB

S3 7

PB

2 5

S3 5

S1A 5

7 S1A

S3 3

6 PB

6 S3 1

PB

6

PB PB

PB

PB S3 4

1

S1A 7

S1A 5

S2A 4

S2A 2

PB

PB

6

S3 ?

S2A 2

PB

PB S3 1

S2A 2

PB

SHEET NOTES:

S3 7

PB

0

S1A 5

S2A 4

PB

PB

S3 1

S1A 1

S2A 8

PB

6

S1A 3

S3 9

#10 S1A 1

#10

S2A 8

800-HN1WB - 2,4 VIA 800-LCP1WB 1,2

6

TE 5 ROU ATE RST INTE

6"

PB

PB

PB

PB

S2A 6

2

PB

3

#10 #10

0

S4 2

PB

FUTURE CLC (PART A) BLDG 801

5

S4 2

S4 4

1 S7 12

S4 4

PB

TYPICAL

S4 2

S7 12

1

S4 2

PB

PB

EA ST -W ES T

D

S5 10

#10

#10

6

PB

PB

6

S1 9

4 S4 4

2

CBOC (PART B) BLDG 800

0

PB

S4 2 S4 4

S4 2

6"

S4 2

#10

PB

#10 800-HN1EA 2,4,12 VIA 800-LCP1EA 1,2,6

4

6

S4 2 S4 2 PB

S4 2

0 4

#10

S3A 4

7 PB

S3A 6 PB

7

#10 PB

S3A 4

6

6 PB

2 2

S1 3

S1 3

S1 1

S3 3

1

PB PB

PB

PB

S3 1

S3 1

PB 6

PB

FUTURE EXPANSION

DRY DETENTION BASIN

PB PB

6

B

S3 3

3

S3 3

PB

PB S3A 7 3

7

S3A 1 PB

PB

7

S3A 3

7

S3A 1 PB

PB

7

S3A 3 PB

S3A 3

7

S3A 1

7

PB

7

PB

4

TRUE NORTH

A

0

1

SITE LIGHTING 1" = 50'-0"

0

25'-0"

50'-0"

100'-0"

19 NOV 18 DATE

FIRE PROTECTION:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughestion 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite, Suite 500 San Francisco,CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

ENGINEERS 1133 POST STREET SAN FRANCISCO, CA 94109 TELEPHONE (415) 474-9500 FAX (415) 474-1363

ROFESSION D P ON AL NG S EN

E 16075

SITE PLAN - LIGHTING

VA Livermore Realignment and Closure - Part B - CBOC

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) Location

Exp. 12-31-19 EL L A T E C T R I C A RN E O O F C A L IF

IA

8 4

1 DESIGN CLARIFICATIONS NO REVISIONS

CIVIL / SURVEYOR:

ARCHITECTS/ENGINEERS:

Project Title

Drawing Title

GINEER EN O

HDR Architecture, Inc. 201 California Street, Suite 900 San Francisco, CA 94105

MECHANICAL/ELECTRICAL/ PLUMBING:

CONSULTANT: GAYNER

ST

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

0

CONSULTANTS:

REGIST ER E B

16

FULLY SPRINKLERED one-eighth inch = one foot

A

one-quarter inch = one foot

8

0

PB

S3A 7 1

3 PB

1

803-HN1A - 4,6 VIA 800-LCP1A 1,2 #10 6

1

6

S2A 4

S4

S3 3

S1 1

S2A 4

C

S1 1

PB

S3 1

B

PB

PB

PB

PB

S4

803-HS1A - 1,3 VIA 800-LCP1A 4,5

DRY DETENTION BASIN

AD RO

S3 6

PB

EY NTH MA

#10

S3 1

6

#10 #10

S3 14

PB

S3 14

S1 7

S2A 2

PB

CENTRAL UTILITY PLANT (PART B) BLDG 803

S2A 14

6

S3 3

800-HS1WB - 1,3 VIA 800-LCP1WA 1,2

S4

6

PB

3

PB

7

PB

FUTURE ELB (PART D) BLDG 802 1

S1 1

PB

PB

S4

FIXTURE TYPE S3A TO BE MOUNTED SOUTH OF RETAINING WALL.

D

PB

S1 9

S2A 2

PB

7

1

S3 9

S3 7

S1

S1 3

PB

SECURITY CAMERA MOUNTED ON POLE. SEE ES103 FOR BRANCH CIRCUIT INFORMATION. PROVIDE POLE WITH CAMERA MOUNTING PROVISIONS.

PB

6

PB

PB

PB

PB

4

PB

FUTURE NEIGHBARHOOD C (PART A) BLDG 801C

6

E

S5 10

6

PB

S4

S4 4

S3 1

RUN #10 CONDUCTOR IN 3/4" CONDUIT FROM PULLBOX TO BOLLARD.

PB

#10

PB S4 4 PB

PB

S1 3

5

PB

S5 10

800-HN1EA 10,14 VIA 800-LCP1EA - 5,7

PB

S1 1

#10

6 S1 9

PB

PB

RUN #10 CONDUCTOR IN 3/4" CONDUIT FROM PULLBOX TO LIGHT FIXTURE.

S1A 7 S5 10

S3 3

S5 10 S2A 14

S5 10

PB

PB

S1 7

800-HS1WB - 7,9 VIA 800-LCP1WA - 3,4

S5 10

S2A 6

PB

S3 4

4

S5 10

PB

800-HN1EA - 6,8 VIA 800-LCP1EA 3,4 S1 9

R IV E

S7 #10 12 #10

S4

three-quarters inch = one foot

S2A 8

PB

S4 2

S1 3

RUN #10 CONDUCTOR IN 1 1/4" CONDUIT FROM PULLBOX TO PULLBOX.

6

S5 10

2

800-HS1WA - 1,3 VIA 800-LCP1WB 3,4

800-HS1WA - 5,7 VIA 800-LCP1WB 5,6

6"

one inch = one foot

S3 6

3

PB S1 3

#10

FUTURE NEIGHBERHOOD B (PART A) BLDG 801B

S2A 8

PB

6

#10

6

6

S2

PB

PB

INTERNALLY ILLUMINATED SIGN

PB

S2 4

PB

2

PB

LOOP ROAD

S1 7

CONNECT TO FLAG POLE LIGHTS

S3 7

6

PB

one-half inch = one foot

PB

PB

S2A

2

1

TYP. 4

PB

AD RO

one and one-half inch = one foot

PB

S1A 7

EY NTH MA

FUTURE NEIGHBERHOOD A (PART A) BLDG 801A

TYP.

S2A 6

6

5

three-eighth inch = one foot

F

POLES WITH SECURITY CAMERA MOUNTING PROVISIONS: OBTAIN CAMERA MOUNT TEMPLATE FROM SECURITY CONTRACTOR AND FURNISH THE MOUNTING TEMPLATE TO POLE MANUFACTURER PRIOR TO POLE FABRICATION.

3.

PB

C

COORDINATE THE LOCATION OF ALL UNDERGROUND ELECTRICAL WORK WITH ALL UTILITIES. REFER TO CIVIL DRAWING FOR GENERAL ROUTING AND RELATIVE STACKING ARRANGEMENTS OF ALL SITE UTILITIES.

6

3

D

2.

PB S3 1

S3 3

6

6

E

SEE DRAWING E-501 LIGHT BASE AND BOLLARD BASE DETAILS.

PB

PB

PB

PB

1.

S1A 1

S1A 7

MANTHEY ROAD

F

MANTHEY ROAD

Drawing number

Stockton (French Camp) San Joaquin County, CA

Date

03 JULY 2018

Checked by

Drawn

HW

ES102

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

CZ/JHE

AM-0003

11/15/2018 3:23:20 PM E:\Project\10002-01 VAPA Part B\195116-E-B_CBOC_v2015_HW.rvt

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2

3

4

5

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LIGHT POLE PER LIGHT FIXTURE SCHEDULE

76x127mm (3"x5") REINFORCED HAND HOLE WITH TAMPER RESISTANT SCREWS. PROVIDE IN-LINE SCREW-TYPE FUSE HOLDER(S) WITH FUSE(S).

VANDAL RESISTANT LIGHT BOLLARD PER LIGHT FIXTURE SCHEDULE.

GALVANIZED ANCHOR BOLTS & HEX NUTS. PROVIDE LEVELING SHIMS OR HEX NUTS PER MANUFACTURER.

ANCHOR BOLTS PER POLE MANUFACTURER'S REQUIREMENTS WITH LEVELING NUTS ABOVE & BELOW BASE PLATE PER MANUFACTURER

GROUNDING STUD FINISHED GRADE

F

6

7

8

9

LUMINAIRE MANUFACTURER'S MOUNTING HARDWARE REFER TO SPECIFICATION SECTION 26 51 00

LUMINAIRE SUSPENSION WIRE REFER TO SPECIFICATION SECTION 26 51 00.

CEILING HANGER WIRE, TYP.

FIXTURE WHIP FROM JUNCTION BOX (1829mm (6') LONG MAX.)

WIRE TIE OR SCREW BAR HANGER TO ARCHITECTURAL CEILING GRID TYP.

POLE GROUNDING STUD 2-PIECE BOLT COVER PLATE.

PVC CONDUIT

BOND TO REBAR

DRYWALL BORDER

76mm (3")

5'-0"

5-#5 VERT BARS & 1 #3 SPIRAL WITH 8" PITCH

1

CEILING CROSS BEAM

UNDISTURBED SOIL OR SELECT BACKFILL COMPACTED, SEE NOTE BELOW.

5-#5 VERT BARS & #3 SPIRAL WITH 8" PITCH

FIXTURE WHIP FROM JUNCTION BOX (1829mm (6') LONG MAX)

CEILING MAIN BEAM

RECESSED CAN LUMINAIRE CEILING CROSS BEAM

ARCHITECUTRAL CEILING GRID

#4 BARE COPPER GROUND 6096mm (20'-0") COILED BELOW BASE

GYPSUM BOARD

18"Ø

18"Ø

GENERAL NOTE:

GENERAL NOTE:

1.

1.

GENERAL NOTES:

6"

1.

2.

GENERAL NOTES:

BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON STRUCTURAL DRAWINGS. REFER TO SPECIFICATION SECTION 26 56 00 FOR MOUNTING AND LEVELING REQUIREMENTS.

1.

BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON STRUCTURAL DRAWINGS.

2.

REFER TO SPECIFICATION SECTION 26 56 00 FOR MOUNTING AND LEVELING REQUIREMENTS.

3.

BOLLARD BASE DETAIL - TURF AREAS

INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING RECOMMENDED MOUNTING HARDWARE

DOWNLIGHT MOUNTING - LAY-IN CEILING

3

FIXTURE WHIP FROM JUNCTION BOX (1829mm (6') LONG MAX)

POLE BASE DETAIL - PAVED AREAS NTS

0

HANGER WIRE AND MOUNTING CHANNEL ATTACHED TO STRUCTURE REFER TO SPECIFICATION SECTION 26 51 00

6"

LIGHT POLE PER LIGHT FIXTURE SCHEDULE

76x127mm (3"x5") REINFORCED HAND HOLE WITH TAMPER RESISTANT SCREWS. PROVIDE IN-LINE SCREW-TYPE FUSE HOLDER(S) WITH FUSE(S).

LUMINAIRE MANUFACTURER'S MOUNTING HARDWARE REFER TO SPECIFICATION SECTION 26 51 00

CEILING HANGER WIRE DRYWALL CEILING CROSS TEE, TYP.

FIXTURE WHIP FROM JUNCTION BOX (1829mm (6') LONG MAX.)

INTEGRAL GALVANIZED LIPPED STEEL MOUNTING CHANNEL

LUMINAIRE. REFER TO SCHEDULE WIRE TIE THROUGH MOUNTING CHANNEL & CROSS BEAM, TYP.

2-PIECE BOLT COVER PLATE.

ARCHITECTURAL CEILING GRID

76mm (3")

(2'-0")

610mm MIN

2

LOCKING SQUARE WASHER & NUT

PVC CONDUIT ADAPTER COUPLING

0

25.4mm (1") EMPTY CONDUIT WITH CAP (WHERE SHOWN ON PLANS)

PVC CONDUIT DRYWALL CEILING CROSS TEE, TYP.

RIGID STEEL CONDUIT BOND TO REBAR

CONCRETE BASE & REINFORCING STEEL, SEE NOTE BELOW 1 5-#5 VERT BARS & #3 SPIRAL WITH 8" PITCH

ACOUSTICAL CEILING TILE (TYP)

6.35mm (1/4") SCREW

UNDISTURBED SOIL OR SELECT BACKFILL COMPACTED, SEE NOTE BELOW.

GENERAL NOTE: GENERAL NOTE: 1.

#4 BARE COPPER GROUND 6069mm (20'-0") COILED BELOW BASE

4

LUMINAIRE. REFER TO SCHEDULE

JUNCTION BOX

GYPSUM BOARD

5'-0"

6"

three-quarters inch = one foot

18"Ø

1.

BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON STRUCTURAL DRAWINGS.

INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE.

C

2.

REFER TO SPECIFICATIONS SECTION 26 56 00 FOR MOUNTING AND LEVELING REQUIREMENTS.

3.

WHERE POLE FOUNDATION OVERLAPS WITH ADJACENT FOUNDATIONS INTEGRATE REINFORCING OF BOTH FOUNDATIONS.

LUMINAIRE MOUNTING - LAY-IN CEILING

2

EXIT SIGN MOUNTING - GYPBOARD CEILING

4

INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE.

NTS

NTS

1

CEILING HANGER WIRE, TYP.

LUMINAIRE SUSPENSION WIRES REFER TO SPECIFICATION SECTION 26 51 00

0

one-half inch = one foot

D

3 TWIST MINIMUM (TYP)

POLE GROUNDING STUD

POLE BASE DETAIL - PLANTING AREAS

7

NTS

FIXTURE WHIP FROM JUNCTION BOX (1829mm (6') LONG MAX)

VANDAL RESISTANT LIGHT BOLLARD PER LIGHT FIXTURE SCHEDULE.

GALVANIZED ANCHOR BOLTS & HEX NUTS. PROVIDE LEVELING SHIMS OR HEX NUTS PER MANUFACTURER

GROUNDING STUD

WIRE TIE OR SCREW BAR HANGER TO CROSS BEAM TYP.

HANGER WIRE AND MOUNTING CHANNEL ATTACHED TO STRUCTURE REFER TO SPECIFICATION SECTION 26 51 00

FINISHED PAVING

CEILING HANGER WIRE

CEILING CROSS BEAM

ARCHITECTURAL CEILING GRID

4

76mm (4")

610mm MIN (2'-0")

0

CONCRETE BASE & REINFORCING STEEL, SEE NOTE BELOW

WIRE TIE THROUGH MOUNTING CHANNEL & CROSS BEAM, TYP.

PVC CONDUIT RIGID STEEL CONDUIT BOND TO REBAR

UNDISTURBED SOIL OR SELECT BACKFILL COMPACTED, SEE NOTE BELOW

ARCHITECTURAL CEILING GRID

8

ACOUSTICAL CEILING TILE (TYP)

REFER TO SPECIFICATION SECTION 26 56 00 FOR MOUNTING AND LEVELING REQUIREMENTS.

4

2.

NTS

19 NOV 18 DATE

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughestion 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite, Suite 500 San Francisco,CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

ENGINEERS 1133 POST STREET SAN FRANCISCO, CA 94109 TELEPHONE (415) 474-9500 FAX (415) 474-1363

A

NTS

INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE.

EXIT SIGN MOUNTING - LAY-IN CEILING

FULLY SPRINKLERED

NTS

ARCHITECTS/ENGINEERS: ROFESSION D P ON AL NG S EN

E 16075

DOWNLIGHT MOUNTING - GYPBOARD CEILING

Project Title

Drawing Title

LIGHTING DETAILS

VA Livermore Realignment and Closure - Part B - CBOC

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) Location

Exp. 12-31-19 EL L A T E C T R I C A RN E O O F C A L IF

IA

8 4 0

1 DESIGN CLARIFICATIONS NO REVISIONS

FIRE PROTECTION:

INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE.

GINEER EN O

HDR Architecture, Inc. 201 California Street, Suite 900 San Francisco, CA 94105

5

REGIST ER E B

0 16

BOLLARD BASE DETAIL - PAVED AREAS

CONSULTANT: GAYNER

#

GENERAL NOTE:

REFER TO LANDSCAPE DETAILS FOR INSTALLATION OF PAVERS AND INTERFACE BETWEEN PAVERS AND POLE BASE.

CIVIL / SURVEYOR:

1. 6.35mm (1/4") SCREW

BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON STRUCTURAL DRAWINGS.

MECHANICAL/ELECTRICAL/ PLUMBING:

JUNCTION BOX

ARCHITECTURAL CEILING GRID

18"Ø

ST

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

CEILING BEAM

GENERAL NOTE:

1.

CONSULTANTS:

FIXTURE WHIP FROM JUNCTION BOX (1829mm (6') LONG MAX)

LOCKING SQUARE WASHER & NUT

1.

8

RECESSED CAN LUMINAIRE

CEILING MAIN BEAM

5-#5 VERT BARS & 1 #3 SPIRAL WITH 8" PITCH

#4 BARE COPPER GROUND 6069mm (20'-0") COILED BELOW BASE

3.

B

GYPSUM BOARD (TYP)

PVC CONDUIT ADAPTER COUPLING

3'-0"

GENERAL NOTES:

LUMINAIRE BAR HANGERS

RECESSED CAN LUMINAIRE REFER TO SCHEDULE.

INTEGRAL GALVANIZED LIPPED STEEL MOUNTING CHANNEL

B

three-eighth inch = one foot

LUMINAIRE SUSPENSION WIRES REFER TO SPECIFICATION SECTION 26 51 00

CEILING MAIN BEAM.

1.

one-quarter inch = one foot

NTS

NTS

GENERAL NOTES:

one-eighth inch = one foot

LUMINAIRE MOUNTING - GYPBOARD CEILING

1

FINISHED GRADE

A

E

INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE.

NTS

REFER TO LANDSCAPE DETAILS FOR INSTALLATION OF PAVERS AND INTERFACE BETWEEN PAVERS AND POLE BASE.

ANCHOR BOLTS PER POLE MANUFACTURER'S REQUIREMENTS WITH LEVELING NUTS ABOVE & BELOW BASE PLATE PER MANUFACTURER

C

GYPSUM BOARD (TYP)

LUMINAIRE. REFER TO SCHEDULE

RIGID STEEL CONDUIT BOND TO REBAR

#4 BARE COPPER GROUND 6069mm (20'-0") COILED BELOW BASE

0

ACOUSTICAL CEILING TILE (TYP)

PVC CONDUIT

CONCRETE BASE & REINFORCING STEEL, SEE NOTE BELOW.

6 one inch = one foot

PVC CONDUIT ADAPTER COUPLING

25mm (1") EMPTY CONDUIT WITH CAP (WHERE SHOWN ON PLANS)

RIGID STEEL CONDUIT

UNDISTURBED SOIL OR SELECT BACKFILL COMPACTED, SEE NOTE BELOW.

1

610mm MIN (2'-0")

76mm (3")

CONCRETE BASE & REINFORCING STEEL, SEE NOTE BELOW.

9

D

RECESSED CAN LUMINAIRE

F

3 TWIST MINIMUM (TYP)

LUMINAIRE BAR HANGERS

3'-0"

2

one and one-half inch = one foot

E

(2'-0")

610mm MIN

three inches = one foot

6"

FINISHED PAVING

PVC CONDUIT ADAPTER COUPLING

LUMINAIRE SUSPENSION WIRES REFER TO SPECIFICATION SECTION 26 51 00

LUMINAIRE. REFER TO SCHEDULE

ARCHITECTURAL CEILING GRID

10

Drawing number

Stockton (French Camp) San Joaquin County, CA

Date

03 JULY 2018

Checked by

Drawn

HW

E-501

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

CZ/JHE

AM-0003

11/15/2018 3:22:53 PM E:\Project\10002-01 VAPA Part B\195116-E-B_CBOC_v2015_HW.rvt

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7

8

0

VA PART B - CBOC LIGHT FIXTURE SCHEDULE Fixture Type Description A1

10

VA PART B - CBOC LIGHT FIXTURE SCHEDULE

Dimensions

Finish

Mounting

Lamp

Minimum Luminaire Efficacy

Minimum Stated Lumens

Color Temp/CRI

Driver

Voltage

36" DIAMETER x 9-7/8"DEPTH

BRUSHED ALUMINUM

PENDANT

LED

67.6 Lumens per watt

6738

4000K CCT / CRI>81

eldoLKED 0-10V DIMMING DRIVER

277V

Maximum Wattage Rated life at L70 UON 99.6

Fixture Type L1

50,000 Hrs

Description

Dimensions

Finish SIGNAL WHITE FINISH

Lamp

Mounting PENDANT

LED

Minimum Luminaire Efficacy 141 Lumens per watt

Minimum Stated Lumens 3331

Driver

Color Temp/CRI

Voltage

0-10V DIMMING DRIVER

4000K CCT / 80 CRI

Maximum Wattage

277V

29

Rated life at L70 UON 100,000 Hrs

4’L x 4”W x 4-3/4”D PENDANT LINEAR LED FIXTURE. ALUMINUM BODY. SIGNAL WHITE POWDER COAT FINISH. 20-GAUGE COLD-ROLLED STEEL REFLECTORS. STANDARD UPLIGHT AND DOWNLIGHT OUTPUT. 0-10V DIMMING DRIVER. 80 CRI. 4000K CCT. 277V.

4’L x 4”W x 4-3/4”D

M1

16.8”L x 12.1”W x 5.4”W LED WALL SCONCE. IP66 AND IK10 RATED. DIE CAST ALUMINUM HOUSING WITH BACK MOUNTING PLATE AND OUTDOOR RATED CABLE. FADE AND ABRASION RESISTANT EPOXY POLYESTER POWDER COAT. LENS COVER IS UV STABILIZED, VANDAL-RESISTANT POLYCARBONATE. WIDE LIGHT DISTRIBUTION. BUG RATING OF U=0. 24 HI-FLUX/HI-POWER WHITE LEDS. 70 CRI. 4000K CCT. 350mA DRIVE CURRENT. 277V.

16.8”L x 12.1”W x 5.4”W

POLYESTER POWDER COAT

WALL MOUNTED

LED

29 Lumens per watt

3301

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

29

100,000 Hrs

S1

SINGLE 13" HEAD LED AREA LUMINAIRE. ONE-PIECE DIE CAST ALUMINUM HOUSING. IP65 RATED. TYPE V DISTRIBUTION. 4000K CCT. MOUNTED ON A 24' SQUARE TAPERED STEEL POLE.

HEAD: 22.65"L x 13.42"W x 8.51"D

GRAY PAINT FINISH

POLE MOUNTED

LED - (1) LIGHT ARRAY OF 80 LEDs DRIVEN AT 350mA

93 Lumens per watt

7384

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

86

100,000 Hrs

S1A

SIMILAR TO FIXTURE TYPE S1 EXCEPT WITH 5853 LUMEN OUTPUT.

HEAD: 22.65"L x 13.42"W x 8.51"D

GRAY PAINT FINISH

POLE MOUNTED

LED - (1) LIGHT ARRAY OF 64 LEDs DRIVEN AT 350mA

95 Lumens per watt

5853

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

71

100,000 Hrs

S2

DUAL 13" HEAD LED AREA LUMINAIRE. ONE-PIECE DIE CAST ALUMINUM HOUSING. IP65 RATED. TYPE V DISTRIBUTION. 4000K CCT. MOUNTED ON A 24' SQUARE TAPERED STEEL POLE.

HEAD: 22.65"L x 13.42"W x 8.51"D

GRAY PAINT FINISH

POLE MOUNTED

LED - (1) LIGHT ARRAY OF 64 LEDs DRIVEN AT 350mA

95 Lumens per watt

11706

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

71

100,000 Hrs

S2A

SIMILAR TO FIXTURE TYPE S2 EXCEPT WITH 14768 LUMEN OUTPUT.

HEAD: 22.65"L x 13.42"W x 8.51"D

GRAY PAINT FINISH

POLE MOUNTED

LED - (1) LIGHT ARRAY OF 80 LEDs DRIVEN AT 350mA

93 Lumens per watt

14768

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

86

100,000 Hrs

S3

SINGLE 13" HEAD LED AREA LUMINAIRE. ONE-PIECE DIE CAST ALUMINUM HOUSING. IP65 RATED. TYPE III DISTRIBUTION. 4000K CCT. MOUNTED ON A 24' SQUARE TAPERED STEEL POLE.

HEAD: 22.65"L x 13.42"W x 8.51"D

GRAY PAINT FINISH

POLE MOUNTED

LED - (1) LIGHT ARRAY OF 64 LEDs DRIVEN AT 350mA

95 Lumens per watt

6178

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

71

100,000 Hrs

S4

OUTDOOR LED POST LIGHT. DIE CAST ALUMINUM HEAT SINK, ACRYLIC GLOBE. TYPE III DISTRIBUTION. 0-10V DIMMING DRIVER, 4000K, 277V.

24.63" DIAMETER x 41.25" HEIGHT

GRAY PAINT FINISH

POST

LED, 4000K

105 Lumens per watt

3460

4000K CCT / 70 CRI

0-10V DIMMING DRIVER

277V

33

100,000 Hrs

pR

FULLY ENCLOSED & GASKETED INDUSTRIAL LED FIXTURE. IP65, IP66, IP67 RATED. POLYCARBONATE TOGGLE LATCHES. CLOSED-CELL POLYURETHANE GASKET. FROSTED, RIBBED, IMPACT-RESISTANT ACRYLIC SHIELDING.

4'L x 7-3/8"W x 5-1/2"D STAINLESS STEEL

SURFACE MOUNTED LED

117.3 Lumens per watt

4000

4000K CCT / 82 CRI

0-10V DIMMING DRIVER

277V

40

50,000 Hrs

S6

LINE VOLTAGE LINEAR LED STRIP FIXTURE. EXTERIOR USE. 1/8" THICK CLEAR LENS. IP65 AND IP68 RATED. 2" ON CENTER LED SPACING. 90 CRI. 4000K CCT. 277V.

4'L x 1.68"W x 1.9"D

CLEAR ANODIZED ALUMINUM

LED FIELD SPRING CLIP BRACKET

121 Lumens per watt

1489

4000K CCT / 90 CRI

0-10V DIMMING DRIVER

277V

32

50,000 Hrs

S7

IN-GROUND EXTERIOR USE. 3/8" BOROSILICATE FLAT GLASS. 19"L x 13-5/8"W x 5/8" THICK MACHINES A356 STAINLESS STEEL MOUNTING. 80 14-3/8"D CRI. 4000K CCT. 277V.

POLYESTER POWDER COAT

IN-GROUND

LED

141 Lumens per watt

4600

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

42

50,000 Hrs

X2

WALL MOUNTED. 12"W X 7-7/8"H ARCHITECTURAL EDGE-LIT COMMERICAL EXIT SIGN. GREEN LETTERS ON CLEAR PANEL. DIRECTIONAL ARROWS AND MOUNTING AS SHOWN ON PLANS. XTEST SELF-DIAGNOSTIC/SELF-TESTING.

12"W x 7-7/8"H

CLEAR PANEL

WALL MOUNTED

LED

-

277V

3.5

70,000 Hrs

X1

CEILING MOUNTED. 12"W X 7-7/8"H ARCHITECTURAL 12"W x 7-7/8"H EDGE-LIT COMMERICAL EXIT SIGN. GREEN LETTERS ON CLEAR PANEL. DIRECTIONAL ARROWS AND MOUNTING AS SHOWN ON PLANS. XTEST SELF-DIAGNOSTIC/SELF-TESTING.

CLEAR PANEL

CEILING MOUNTED

LED

-

277V

3.5

70,000 Hrs

S3A

SIMILAR TO FIXTURE TYPE S3 EXCEPT MOUNTED ON A 30' SQUARE TAPERED STEEL POLE.

GRAY PAINT FINISH

POLE MOUNTED

LED - (1) LIGHT ARRAY OF 64 LEDs DRIVEN AT 350mA

277V

71

100,000 Hrs

F

2'x4'x4"D 2x4 recessed fixture with high output LED module. Flat door style. Diffuse center optic. 0-10V dimming driver. 80 CRI. 4000K CCT. 277V. L90 @ 100K Hours. 10 Year Warranty. RoHS compliant components. Die-formed 20 guage cold-rolled steel reflectors with 96LG high reflectance matte white powder coat paint.

96 LG HIGH REFLECTANCE MATTTE WHITE POWDER COAT

RECESSED

LED

130 Lumens per watt

5589

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

40.6

200,000 Hrs

B1A

Similar to fixture type B1 except with standard output LED module

2'x4'x4"D

96 LG HIGH REFLECTANCE MATTTE WHITE POWDER COAT

RECESSED

LED

140 Lumens per watt

3893

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

27

200,000 Hrs

C1

2'x2'x4"D 2x2 recessed fixture with high output LED module. Flat door style. Diffuse center optic. 0-10V dimming driver. 80 CRI. 4000K CCT. 277V. L90 @ 100K Hours. 10 Year Warranty. RoHS compliant components. Die-formed 20 guage cold-rolled steel reflectors with 96LG high reflectance matte white powder coat paint.

96 LG HIGH REFLECTANCE MATTTE WHITE POWDER COAT

RECESSED

LED

119 Lumens per watt

3506

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

28.5

200,000 Hrs

6"

0

B1

D1

CLEAR SATIN

RECESSED

LED

43.1 Lumens per watt

1700

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

4-1/2" SQ x 9-1/2"D

D1A

Similar to fixture type D1 except with 700 lumen output.

4-1/2" SQ x 8-1/2"D

CLEAR SATIN

RECESSED

LED

45.1 Lumens per watt

700

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

19

55,000 Hrs

D1B

Similar to fixture type D1 except with 1300 lumen output.

4-1/2" SQ x 8-1/2"D

CLEAR SATIN

RECESSED

LED

38.4 Lumens per watt

1300

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

35

55,000 Hrs

D2

4-1/2" RECESSED ROUND LED DOWNLIGHT. 7”D. FINNED, EXTRUDED ALUMINUM, PASSIVE HEAT SINK. INTEGRAL PAN THROAT. SELF-FLANGED ALUMINUM REFLECTOR. CLEAR SEMI-SPECULAR REFLECTOR FINISH. 60 DEG WIDE DISTRIBUTION. RATED FOR >55,000 HOURS AT 70% LUMEN MAINTENANCE. 0-10V DIMMING DRIVER. 80 CRI. 4000K CCT. 277V.

4-1/2" DIAMETER x 7" DEPTH

CLEAR SEMI-SPECULAR

RECESSED

LED

66.8 Lumens per watt

1000

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

15

55,000 Hrs

0 6"

one inch = one foot

Similar to fixture type E1 except with 8' length.

8'L x 4"W x 4-3/4" D

POWDER COAT FINISH

POWDER COAT FINISH

RECESSED

RECESSED

RECESSED

LED

LED

LED

98.1 Lumens per watt

78.4 Lumens per watt

78.4 Lumens per watt

1500

3500K CCT / 80+ CRI

1574

4000K CCT / 80 CRI

4400

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

0-10V DIMMING DRIVER

0-10V DIMMING DRIVER

277V

277V

277V

55,000 Hrs

20

14.4

100,000 Hrs

28.8

100,000 Hrs

Similar to fixture type E1A except with 2' length.

2'L x 4"W x 4-3/4" D

POWDER COAT FINISH

RECESSED

LED

78.4 Lumens per watt

786

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

7.2

100,000 Hrs

WALL MOUNTED

LED

91.7 Lumens per watt

1129

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

14.4

200,000 Hrs

4’L x 3-19/20”W x 4-7/10”D

G1

4' Surface mounted impact-resistant linear washdown fixture. IP66 rated. Aluminum reflector. Textured, diffuse polycarbonate lens. EVA silcone foam gasket. 0-10V Dimming Driver. 74 CRI. 4000K CCT. 277V

4'L x 5-1/4" x 4-1/8"D

WHITE

SURFACE MOUNTED

LED

113 Lumens per watt

4134

4000K CCT / 74 CRI

0-10V DIMMING DRIVER

277V

36

100,000 Hrs

H1

6’L PERIMETER WALL SLOT LED FIXTURE. 6”W OPTIC WIDTH. 2”D REGRESSED OPTIC DEPTH. STEEL SHEET METAL GALVANIZED AND POWDER COATED BODY. SIGNAL WHITE POWDER COAT FINISH. FROSTED DIFFUSER. THREADED ROD MOUNTING. ILLUMINATED 90 DEGREES INSIDE AND OUTSIDE CORNERS. STANDARD LIGHT OUTPUT. 80 CRI. 4000K CCT. 277V

6'L x 6"W x 2"D

SIGNAL WHITE FINISH

WALL SLOT

LED

62 Lumens per watt

1962

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

22

100,000 Hrs

Similar to fixture type H1 except with 8' length.

8'L x 6"W x 2"D

SIGNAL WHITE FINISH

WALL SLOT

LED

62 Lumens per watt

2617

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

29

100,000 Hrs

J1

2’L x 3-5/8”W x 2-3/16”D WALL MOUNTED LED VANITY FIXTURE. ASYMMETRIC ALUMINUM HOUSING. SOFT WHITE FINISH. FROSTED ACRYLIC LENS. cULus LISTED FOR DAMP LOCATION. 80 CRI. 3500K CCT. 277V.

2’L x 3-5/8”W x 2-3/16”D

SOFT WHITE FINISH

WALL MOUNTED

LED

102 Lumens per watt

1517

3500K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

15

50,000 Hrs

K1

4' Pendant or Surface mount linear fixture. Contoured 100% frosted acrylic lens. Matte white acrylic finish. 0-10V Dimming Driver. 80+ CRI. 4000K CCT. 277V. > 10% light distribution between 90-180 degrees.

4'L x 2-1/2"W x 3"D

BAKED WHITE ACRYLIC MATTE

PENDANT / SURFACE MOUNTED LED

130 Lumens per watt

4169

4000K CCT / 80 CRI

0-10V DIMMING DRIVER

277V

31

100,000 Hrs

C

1 HEAD: 22.65"L x 13.42"W x 8.51"D

95 Lumens per watt

6178

0-10V DIMMING DRIVER

4000K CCT / 80 CRI

0 4

one-half inch = one foot

B

0

H1A

4

8

three-eighth inch = one foot

SIGNAL WHITE FINISH

4’L x 3-19/20”W x 4-7/10”D WALL MOUNTED ANGLED CURVED FASCIA LED FIXTURE. PERFORATED FASCIA. EXTRUDED ALUMINUM HOUSING. FLAT ENDCAP 12-GAUGE DIE-FORMED STEEL. 96W STANDARD REFLECTOR, DIE-FORMED PAINTED STEEL WITH SIGNAL WHITE FINISH. VIRGIN ACRYLIC UV STABLIZED LENSED DIFFUSER. STANDARD OUTPUT. 0-10V DIMMING DRIVER 80 CRI. 4000K CCT. 277V.

B

A

0

one-quarter inch = one foot

D

0

E1B

F1

8 4

1 DESIGN CLARIFICATIONS NO REVISIONS

19 NOV 18 DATE

CIVIL / SURVEYOR:

FIRE PROTECTION:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughestion 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite, Suite 500 San Francisco,CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

ENGINEERS 1133 POST STREET SAN FRANCISCO, CA 94109 TELEPHONE (415) 474-9500 FAX (415) 474-1363

ARCHITECTS/ENGINEERS: ROFESSION D P ON AL NG S EN

E 16075

LIGHT FIXTURE SCHEDULE

VA Livermore Realignment and Closure - Part B - CBOC

GINEER EN O

HDR Architecture, Inc. 201 California Street, Suite 900 San Francisco, CA 94105

MECHANICAL/ELECTRICAL/ PLUMBING:

CONSULTANT: GAYNER

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) Location

Exp. 12-31-19 EL L A T E C T R I C A RN E O O F C A L IF

ST

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

0

CONSULTANTS:

Project Title

Drawing Title

IA

16

FULLY SPRINKLERED one-eighth inch = one foot

A

4'L x 4"W x 4-3/4" D 4" Wide x 4' Long Recessed Linear LED fixture with high output LED module and On-Grid mounting (standard lengths). 0-10V dimming driver. 80 CRI. 4000K CCT. 277V. L90 @ 100K Hours. 10 Year Warranty. RoHS compliant components. Precision cut 6061-T6 extruded aluminum body. Integral joiner system, die-formed 20 guage cold rolled steel reflectors with 96LG high reflectance matte white powder coat paint.

ACRYLIC ENAMALED ALUMINUM

4

C

E1A

7" DIAMETER x 5-5/8" DEPTH

6"

three-quarters inch = one foot

2

E1

SEALED & GASKETED 7" LED DOWNLIGHT. RATED FOR WET LOCATION. ALL ALUMINUM HEAT SINK. REGRESSED TEMPERED PRISMATIC SPREAD LENS. RUSTPROOF 100% ALUMINUM GROOVELESS, SMOOTH, SELF-FLANGED WHITE TRIM. ACRYLIC ENAMELED ALUMINUM HOUSING. 80+ CRI. 3500K CCT. 277V.

REGIST ER E B

D

D3

E

55,000 Hrs

39

4-1/2" recessed square downlight. Clear satin finish and integral diffuser. 0-10V dimming driver. 80 CRI. 4000K CCT. 277V.

2

E

one and one-half inch = one foot

1

three inches = one foot

6"

F

36" Diameter circular pendant mount fixture mounted 36" below finished ceiling to bottom of fixture. Solid aluminum with etched opal acrylic diffuser. 0-10V eldoLED dimming driver. 80+ CRI. 4000K CCT. 277V.

9

Drawing number

Stockton (French Camp) San Joaquin County, CA

Date

03 JULY 2018

Checked by

Drawn

HW

E-607

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

CZ/JHE

AM-0003

11/15/2018 3:22:58 PM E:\Project\10002-01 VAPA Part B\195116-E-B_CBOC_v2015_HW.rvt

1

2

3

4

5

6

7

8

9

10

2

0

1

3

4

C1

5

6

C2

7

8

C3

9

10

6

C4

C5

MH303

F

6"

F

three inches = one foot

1-1/2" HHWR 1-1/2" HHWS 1-1/2" CHWR 1-1/2" CHWS

10" CHWS 18X18 UP TO EF-C3

ET 01

20x13 20x13

435 C1 18x10

0 2

18x13

18x13

FC C6

PCHWP 03

FC-C3C T 350 C1 14x14

10" CHWS

CHILLER

FC-C5B T

FC C7

10" TWS 10" TWR

1A153

CWP 02

CWP 03

225 C1 14x10

CWP 01

IT ROOM 1A154

FC-C7

1A152

EF-C5

0

2-1/2" HHWS

10" TWR

10" TWR

T

FC C3

10" TWS

5

FUEL POLISHER PACKAGE AND WASTE WATER SUMP

10" TWS

6"

one inch = one foot

1-1/2" HHWR 1-1/2" HHWS 1-1/2" CHWR 1-1/2" CHWS

CH 01

E

FIRE PUMP 1A150

4 CH 02

VFD C3

435 C1 18x10

T

ELECTRICAL EQUIPMENT

6

D VFD C4

225 C1 14x10

MH303

VFD C5

10" TWS

7

10" TWS

14" TWR

14" TWR

FC C3B

10" TWS

WATER TREATMENT TANK SYSTEM (2) BIOCIDE AND (1) INHIBITOR

3" CHWR

MH303 290 C1 14x10

0

PIPES THRU WALL 2

2

4" TWS/R AND MH303 2-1/2"CW STACKED. TOP-4"TWS MIDDLE-4"TWR BOTTOM-2-1/2" CW

4 MH303

PIPE SUPPORT SEE 4/M-502.

C1

CE

290 14x10

4PLEX 120V OUTLET

2

14" TWS

48"HX36"WX12"D FO PUMP STARTER AND HOA MCP PANEL

290 C1 14x10

MH303

2-1/2" CW 3

REFRIGERANT MONITOR

T FC-C3B

3

2-1/2"HHWR

20x13

7

VFD C6

2

14" TWR

14" TWR

5

6"

three-quarters inch = one foot

FC-C6 T

10" CHWS

FC-C5A

T

435 C1 18x10

4 VFD C2

T FC-C3A

16X16 UP TO EF-C5

CONDUCTIVITY CONTROLLER

CS 01

TOWER WATER LEVEL CONTROLLER

4" TWS/R AND 2-1/2"CW STACKED. TOP - 2-1/2" CW MIDDLE - 4" TWS BOTTOM - 4" TWR

1

EEW/ESH SEE PLUMB DWGS

20"X20" S.S. SINK & COUNTER BY DIV. 22

120V/208V FOR PIPING HEAT TRACE 2-1/2" HHWR 2-1/2" HHWS 3" CHWR 3" CHWS 1

C

4

C

12" CHWR

10" CHWS

T EF-C3

550 14x14 (TYP.2)

1,045 C1 36x36

3" CHWS

VFD C1

3/4" CD

D1

12" CHWS

CH 03

PCHWP 02

225 C1 14x10

SPACE FOR PLUMB EQ

FC C3A

FC C5B

6"

one and one-half inch = one foot

FC C5A

3" CHWR

435 C1 18x10

12" CHWR

24

1,655 D1 30x16 TYP.3 PCHWP 01

3" CHWS

1" HHWR 1" HHWS 3/4" CHWR 3/4" CHWS

CLEARANCE SPACE FOR PLUMB EQ

47x13

1" HHWR 1" HHWS 1" CHWR 1" CHWS

1

3/4" HHWR 3/4" HHWS 1" CHWR 1" CHWS

225 C1 14x10

D

CC

EF-C3 VFD

12

E

1-1/2" CHWS 1-1/2" CHWR 1-1/2" HHWS 1-1/2" HHWR

2" CW

4" SS 10" TWS

10" TWS

2" CW 4" SS

0

one-half inch = one foot

2" CW

10" TWS 4" TWS 4" SS

4" TWS

4" SS

4" SS

12" TW EQUALIZER

10" TWR

10" TWR

10" TWR

GENERAL NOTES: 1

1. SLOPE CONDENSATE DRAIN 1/8" PER FT.

MH303

2. PROVIDE AUTOMATIC AIR VENT AT CHILLED WATER AND HEATING HOT WATER PIPING HIGH POINT. 4

CT 03

CT 01

B

SHEET NOTES:

CT DISCONNECT

CT DISCONNECT

2

INSULATE THE CWS/R EXPOSED OUTSIDE ENTIRELY IN 1" THICK INSULATION W/ SPECIFIED INSULATION JACKET. INSULATION TO TERMINATE INSIDE BUILDING AFTER WALL PENETRATION.

3

PROVIDE HEAT TRACING ON THE 2-1/2" CW EXPOSED OUTSIDE. APPLY 3/4" THICK FLEXIBLE CELLULAR PIPE INSULATION OVER THE PIPE.

4

TERMINATE 3/4" CD WITH 1" AIR GAP ABOVE FLOOR SINK.

5

BUILDING NETWORK CONTROLLER.

6

(2) 1-1/2" FOS & (1) 1-1/2" FOR STACKED PIPING TO/FROM FUEL POLISHER.

7

10" TW BYPASS.

4

A

1

0

one-quarter inch = one foot

UTILITIES TO ELB. SEE SITE PLAN MS002 FOR CONTINUATION. PROVIDE 3/4" DRAIN STUB OUT WITH VALVE AND CAP AT LOW POINT ON VERTICAL RIGHT BEFORE PIPES TRANSITION TO UNDERGROUND.

ENLARGED CHILLER PLANT FLOOR PLAN 1/4" = 1'-0"

Jensen Hughes Inc. 2950 Buskirk Avenue, Ste. 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

No.M024435

LO

ER

Sandis 636 9th Street Oakland, CA 94607

VA Livermore Realignment and Closure - Part B CBOC

ENLARGED FLOOR PLAN - CUP

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP)

Exp. 09-30-2020 ME A AT C H A N I C R N E O F CA L I FO L

Location

IA

8

Gayner Engineers 1133 Post Street San Francisco,CA 94109

ES S PROF ION A L ED S HU EN Y ,

EE R

4

FIRE PROTECTION:

GIN

19 NOV 18 DATE

CIVIL / SURVEYOR:

UH

1 DESIGN CLARIFICATIONS NO REVISIONS

MECHANICAL/ELECTRICAL/ PLUMBING:

Project Title

Drawing Title

EN

HDR Architecture, Inc. 201 California Street Suite 1500 San Francisco, CA 94111

ARCHITECTS/ENGINEERS:

CONSULTANT:

ST

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

0

CONSULTANTS:

R EG I S T

16

FULLY SPRINKLERED one-eighth inch = one foot

A

1

0

CT DISCONNECT

8

three-eighth inch = one foot

B

CT 02

Drawing number

Stockton (French Camp) San Joaquin County, CA

Date

03 JULY 2018

Checked by

Drawn

SL

MH401-E2

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

SO

AM-0003 1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

6

7

8

9

10

0

2

D

OCCUPANCY CLASSIFICATION

E

= HATCHED AREAS INDICATE AN ORDINARY HAZARD OCCUPANCY

SPRINKLER ZONE A

6"

OH1 = ORDINARY HAZARD GROUP 1

three inches = one foot

G

G.9 H

H.7

J

J.7

K

8

F

OH2

F

F

SPRINKLER ZONE B

C17

= ORDINARY HAZARD GROUP 2

UNLESS OTHERWISE NOTED THE OCCUPANCY CLASSIFICATION WILL BE LIGHT HAZARD

L

L.6L.7 M

N

L.17 1

7.2 7

1

0

6.8 L.24 6"

E

6 2

E

one and one-half inch = one foot

1

0 6"

C10

5 D

2

D

one inch = one foot

C8

0

C

C15

3 0

one-half inch = one foot

4

C

4

C.14

6"

three-quarters inch = one foot

C11

2

C16

C20 Z4

4

ZO N E

A

SPRINKLER ZONE B

SP R IN KL ER

B

L.18

C21

W

X

0

three-eighth inch = one foot

B

PLAN NORTH N

4'

8'

16'

C

32'

A

D B A

C23

C22

CONSULTANTS:

8

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

4 0

0'

A360://VAMC Livermore B_CBOC/195116-FX-B_CBOC.rvt 11/15/2018 12:02:28 PM

0

4

8

L.19

16

one-quarter inch = one foot one-eighth inch = one foot

A

LEVEL 1 FIRE SPRINKLER PIPING PLAN OVERALL 1 3/32" = 1'-0"

2 DESIGN CLARIFICATIONS 1 DESIGN REVISED NO REVISIONS

19 NOV. 18 05 NOV. 18 DATE

HDR Architecture, Inc. 201 California Street San Francisco, CA 94111

FULLY SPRINKLERED CONSULTANT:

MECHANICAL/ELECTRICAL/ PLUMBING:

CIVIL / SURVEYOR:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughes 2950 Buskirk Avenue, Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street, Suite 500 San Francisco,CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

ARCHITECTS/ENGINEERS:

FIRE PROTECTION:

Project Title

Drawing Title

VA Livermore Realignment and Closure - Part B

LEVEL 1 FIRE SPRINKLER PLAN - OVERALL

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) 2950 BUSKIRK AVENUE SUITE 225 WALNUT CREEK, CA 94597 +1 925.938.3550 WWW.JENSENHUGHES.COM JH Project No. 1MED14048

Location

Stockton (French Camp) San Joaquin County, CA

Date 11/15/2018

03 JULY 2018

Checked by

Drawn

PW

Drawing number

FX-101

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

BK

AM-0003 1

2

3

4

5

6

7

8

9

10

1

2

3

F

5

G

6

G.9 H

H.7

7

J

J.7

8

K

9

L

10

L.6L.7 M

N

0

E

4

TO FIRE DEPARTMENT CONNECTION. SPRINKLER CONTRACTOR TO CONNECT TO UNDERGROUND 5' FROM BUILDING. SEE SITE UTILITY DRAWINGS FOR REMOTE FDC LOCATION AND COORDINATE EXACT LOCATION WITH CIVIL. PIPE SIZE SHALL BE MAINTAINED FROM THE RISER TO FDC CONNECTION

SYMBOL LEGEND SPRINKLER RISER

F

F

D 6"

PIPE UP / PIPE DOWN

2

VESTIBULE

three inches = one foot

1A101

9' - 0" A.F.F.

8

-

8' - 0" A.F.F.

---

ELEV P-1

SPRINKLER ZONE B

ELEV

ELEV

P-2

P-3

OCCUPANCY CLASSIFICATION = HATCHED AREAS INDICATE AN ORDINARY HAZARD OCCUPANCY

TOILET PUBLIC FEMALE 1A102

OH1 = ORDINARY HAZARD GROUP 1

COFFE SHOP

1

1A131

WAITING

OH2

1A138

11' - 0" A.F.F.

DRY STORAGE 1A131C

UNLESS OTHERWISE NOTED THE OCCUPANCY CLASSIFICATION WILL BE LIGHT HAZARD

EXIT PASSAGE WAY

8' - 0" A.F.F.

CIRCULATION

10' - 0" A.F.F.

9' - 0" A.F.F.

8' - 0" A.F.F.

1A100E

LOBBY 1A100

PROVIDE CHECK VALVE PRIOR TO CONNECTION TO MAIN.

COFFE SHOP

0

1A131B

KIOSKS

E WAITING 1A138G

7' - 6" A.F.F.

7.2

8' - 0" A.F.F. 1

9' - 0" A.F.F.

9' - 0" A.F.F.

6" STANDPIPE

1S003

9' - 0" A.F.F.

2

9' - 0" A.F.F.

8' - 6" A.F.F.

8' - 6" A.F.F.

-

CORR

---

C1100

8' - 6" A.F.F. 8' - 6" A.F.F.

8' - 6" A.F.F.

1A107 CORR

WAITING PATIENT RESOURCES

FITTING & DISPENSING

1A138A

1A138E

C1100

PHARMACY WAITING

1A147

1A105

VEST 1A106M

8' - 0" A.F.F.

0

BUSINESS LOBBY

PAT. TLT.

1A106

1A107E.1

6"

L.17

8' - 0" A.F.F. INTAKE

INTAKE

1A105R

1A105S

TOILET URINE COL

TOILET URINE COL

1A106K

1A106L

8' - 0" A.F.F.

1A107A

8' - 0" A.F.F.

6

DRESSING RM.

PAT. TLT.

1A107D

1A107C

PRIVATE DRAW 1A106C

OH2

9' - 0" A.F.F.

OH2 8' - 0" A.F.F.

9' - 0" A.F.F.

1A107B

8' - 0" A.F.F.

CORR

8' - 0"C1102 A.F.F.

URINALYSIS

8' - 0" A.F.F.

D

STRETCHER HOLD

1A107E

8' - 0" A.F.F.

1A106A

8' - 0" A.F.F.

ULTRASOUND

BLOOD SPECIMEN COLLECTION

1A137

OH2

1A107A.1

8' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

1A105T.1

SHARED MED APPOINTMENT

VENDING MACHINE

TECH. WORKROOM DOCUMENT CONTROL

8' - 0" A.F.F.

RECEIVING/ RECEPTION

2

WAITING, LAB

8' - 0" A.F.F.

1A141S

8' - 6" A.F.F.

6.8

WAITING, RADIOLOGY

9' - 0" A.F.F.

8' - 0" A.F.F.

one inch = one foot

7

STAIR 3

1

D

6" STANDPIPE UP 6" STANDPIPE DN

1A100B

11' - 0" A.F.F.

C17

1A104

INFO/ RECEP DESK

1A146Y

9' - 0" A.F.F.

TOILET PUBLIC MALE

9' - 0" A.F.F.

1A131

PANTRY

6"

E

one and one-half inch = one foot

1S003.1

= ORDINARY HAZARD GROUP 2

1A146Z

OFFICE CHIEF 1A149B DRESSING RM.

9' - 0" A.F.F.

1A107G.1

1 1/2" X ±0'-7" UP

12' - 0" A.F.F.

CLINICAL CHEMISTRY/ HEMATOLOGY LABORATORY SHARED MED APPOINTMENT

1A141

1A136

RADIOLOGY 1 1A107G

1A106B

8' - 0" A.F.F.

9' - 0 1/32" A.F.F.

VEST 1A107G.2

DI WATER

0

VOLUNTEER: SEC / WAIT

1A106F

6"

three-quarters inch = one foot

1A143

9' - 0" A.F.F.

FAMILY RESPITE 1A142

8' - 0" A.F.F.

CORR C1110

8' - 0" A.F.F.

9' - 0" A.F.F.

BLOOD BANK

8' - 0" A.F.F.

1A106E

TOILET PUBLIC FEMALE

4

C

1A105A

1 1/2" X ±0'-7" UP

8' - 0" A.F.F.

5

9' - 0" A.F.F.

PHARMACY WORK AREA CIRCULATION 1A105C

OH2

8' - 0" A.F.F.

8' - 0" A.F.F.

CONTROL/ TECH. WORKROOM

OFFICE, RADIOLOGIST 1A107H.18'

- 0" A.F.F.

1A107G.4

C

1A149

? SHARED MED APPOINTMENT A.F.F. 1A135

9' - 0" A.F.F.

8' - 0" A.F.F. 9' - 0" A.F.F.

8' - 0" A.F.F.

OH1

DRESSING RM. 1A107H.3

COMPUTER REPAIR/ STORAGE

ANTE

1A105N

1A105M

STOR. PHLEBOTOMY

1A113E

8' - 0" A.F.F.

1A106D

CORR C1102

OH1

9' - 0" A.F.F.

1A134

8' - 0" A.F.F.CORR

OH2 ST. TOILET

CORR

1A105H

C1111

OH1

ASEPTIC (CLEANROOM) KITCHENETTE COMMAND CENTER STORAGE

8' - 0" A.F.F.

1A132

1A134A

1A105L

OFFICE, SUPV.

LACTATION

RECEIVING BREAKDOWN

1A105K

1A122

1A105G

4

STOR., BULK

MDF ROOM

1A106H

1A112

1" X ±2'-4" DOWN

1A113

1A107J MAMMO. DRESSING

8' - 0" A.F.F.

MAMMO. WAITING

8' - 0" 8' - 0"1A107K A.F.F. A.F.F.

SWITCH ROOM

OH2

4

MAMMOGRAPHY

1A113B

OH2 OH1 8' - 0" A.F.F.

C1112 OFFICE, SHARED

8' - 0" A.F.F.

8' - 0" A.F.F.

OH1

HAC

1A107H

SUPPLY STORAGE

OH1

VAULT, CONTROLLED SUBSTANCE WORK AREA SHARED MED APPOINTMENT

ELEC.

1A107H.2

1A105F

1A148

B

RADIOLOGY 2

1A113D

OH2

1A133

VEST

8' - 0" A.F.F.

STAFF LOCKERS, LOUNGE

9' - 0" A.F.F.

1A107L

SOILED UTILITY

CLEAN UTILITY

1A110

1A107M

OH1

B

OH1 8' - 0" A.F.F.

1A130

8' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" OH2 A.F.F.

8' - 0" A.F.F.

OH2

8' - 0" A.F.F.

0

three-eighth inch = one foot

1A106J

TOILET PUBLIC MALE

0

one-half inch = one foot

STAFF TOILET

PLAN NORTH N

1

LEVEL 1 FIRE SPRINKLER PIPING PLAN A 1/8" = 1'-0" 4'

8'

16'

32'

C

A

A360://VAMC Livermore B_CBOC/195116-FX-B_CBOC.rvt 11/15/2018 12:02:32 PM

4

SYMBOL

SPRINKLER DESCRIPTION

K-FACTOR

TEMP.

FINISH

QUICK RESPONSE UPRIGHT SPRINKLER

5.6

200º F

BRASS

CONCEALED QUICK RESPONSE PENDENT SPRINKLER

5.6

155º F

WHITE

HORIZONTAL QUICK RESPONSE SIDE WALL SPRINKLER

5.6

200º F

BRASS

D B A

0

NOTE: WHERE SPRINKLERS ARE EXPOSED TO ATMOSPHERIC CONDITIONS PROVIDE CORROSION PROTECTION. WHERE SURFACE MOUNTED LIGHTS OCCUR, INSTALL 401 CANOPY TYPE.

16

0

SPRINKLER SCHEDULE & LEGEND

CONSULTANTS:

8

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

4 0

one-eighth inch = one foot

A

one-quarter inch = one foot

8

0'

2 DESIGN CLARIFICATIONS 1 DESIGN REVISED NO REVISIONS

19 NOV. 18 05 NOV. 18 DATE

HDR Architecture, Inc. 201 California Street San Francisco, CA 94111

CONSULTANT: MECHANICAL/ELECTRICAL/ PLUMBING:

CIVIL / SURVEYOR:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughes 2950 Buskirk Avenue, Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street, Suite 500 San Francisco,CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

ARCHITECTS/ENGINEERS:

FIRE PROTECTION:

8'-0"

VA Livermore Realignment and Closure - Part B

LEVEL 1 FIRE SPRINKLER PLAN - AREA A

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) 2950 BUSKIRK AVENUE SUITE 225 WALNUT CREEK, CA 94597 +1 925.938.3550 WWW.JENSENHUGHES.COM JH Project No. 1MED14048

Location

Stockton (French Camp) San Joaquin County, CA

Date 11/15/2018

16'-0"

FULLY SPRINKLERED Project Title

Drawing Title

4'-0"

03 JULY 2018

Checked by

Drawn

PW

Drawing number

FX-101-A

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

BK

AM-0003 1

2

3

4

5

6

7

8

9

10

1

2

3

4

5

F

7

G

G.9 H

8

H.7

J

9

J.7

10

K

L

L.6L.7 M

0

E

6

OH1 8' - 0" A.F.F.

F

6"

HAC

OH2

8' - 0" A.F.F. 8' - 0" A.F.F.

three inches = one foot

1A130

CORR C1105

C8

8' - 0" A.F.F.

OH1

9' - 0" A.F.F.

ARMORY

8' - 0"1A121E A.F.F.

1

9' - 0" A.F.F.

F

OH2

CORR

8' - 0" A.F.F.

9' - 0" A.F.F. ELECTRICAL ROOM

SOILED LINEN CART

ELEC.

1A117

1A120

1A108

1A115

OH1

C1103 CIRCULATION

8' - 0" A.F.F.

EMERGENCY ELECTRIC ROOM

1A109 TELECOMMUNICATIONS

CORR

1A119.1

OH2

OH1

OH1

3 CORRIDOR C1104

0

8' - 0" A.F.F.

HOLDING

8' - 0" A.F.F.

1A121A CORR

C10

8' - 0" A.F.F.

C1105

ELEV

BOOSTER PUMP ROOM

S-1

STAIR 2

8' - 0" A.F.F.

1A111

1S002

E

OH1

2

CLEAN LINEN CART

6"

EMS STOR. SUPPLIES / EQUIPMENT

1A118

1A119

OH2 FEMALE TOILET

CORR

LKRS MALE

LKRS FEMALE

C1105

1A121D.2

1A121D.1

OH1

CORRIDOR

OFF. SUPV

C1104

1A149A

1A124E

9' - 0" A.F.F.

8' - 0" A.F.F.

2

one and one-half inch = one foot

8' - 0" A.F.F.

C1103

OH1

8' - 0" A.F.F.

C20 FIRE SPRINKLER RISER WITH MAIN CONTROL VALVE TO FEED COMBINED STANDPIPE/RISERS LOCATED IN STAIR 1S002. COORDINATE MAIN DRAIN WITH SANITARY SEWER

F. LOCKERS 1A124F

F. SHOWERS

WORKOUT 1A124D

0

FLOOR CONTROL VALVE AND RISER ASSEMBLY (SPRINKLER ZONE A, FIRST FLOOR)

SP R IN KL ER

1A124G

1

ZO N E

C1105

Z4

A

8' - 0" A.F.F.

C11

SPRINKLERS OMITTED IN ACCORDANCE WITH NFPA 13, SECTION 13 8.15.5

SPRINKLER ZONE B

CORR

C21 FLOOR CONTROL VALVE AND RISER ASSEMBLY (SPRINKLER ZONE B, FIRST FLOOR)

9' - 0" A.F.F.

6"

one inch = one foot

1A107M

8' - 0" OH2 A.F.F.

C1103

8' - 0" A.F.F.

CLEAN UTILITY

1A110

8' - 0" A.F.F.

1A121B

D

8' - 0" A.F.F.

8' - 0" A.F.F.

CORR

8' - SECURITY 0" CLOSET A.F.F. 1A145E

SOILED UTILITY

OH1

OPERATIONS

E

OH1

MALE TOILET 1A124C

? A.F.F.

W

X

D

M. LOCKERS 1A124B

? A.F.F. 9' - 0"MULTIPURPOSE STAFF

2

A.F.F.1A124

M. SHOWERS

0

C

C23

C22

PLAN NORTH N

0

LEVEL 1 FIRE SPRINKLER PIPING PLAN B 1 1/8" = 1'-0" 0'

4'

8'

16'

32'

4

one-half inch = one foot

4

C

L.19

6"

three-quarters inch = one foot

1A124A

8' - 0" A.F.F.

B

SPRINKLER SCHEDULE & LEGEND

SYMBOL LEGEND

SPRINKLER DESCRIPTION

K-FACTOR

TEMP.

FINISH

QUICK RESPONSE UPRIGHT SPRINKLER

5.6

200º F

BRASS

CONCEALED QUICK RESPONSE PENDENT SPRINKLER

5.6

155º F

WHITE

HORIZONTAL QUICK RESPONSE SIDE WALL SPRINKLER

5.6

200º F

BRASS

SYMBOL

SPRINKLER RISER PIPE UP / PIPE DOWN

0

three-eighth inch = one foot

B

OCCUPANCY CLASSIFICATION 8

A360://VAMC Livermore B_CBOC/195116-FX-B_CBOC.rvt 11/15/2018 12:02:35 PM

4 0

OH2

A

D

= ORDINARY HAZARD GROUP 2

B A

UNLESS OTHERWISE NOTED THE OCCUPANCY CLASSIFICATION WILL BE LIGHT HAZARD

0

4'-0"

8'-0"

16'-0"

FULLY SPRINKLERED CONSULTANTS:

8

ARCHITECTURE/ INTERIOR DESIGN/ SECURITY/SIGNAGE/ COMMUNICATIONS/ MEDICAL EQUIPMENT/ MASTER PLAN LANDSCAPE/ ENVIRONMENTAL ASSESSMENT:

4 0

NOTE: WHERE SPRINKLERS ARE EXPOSED TO ATMOSPHERIC CONDITIONS PROVIDE CORROSION PROTECTION. WHERE SURFACE MOUNTED LIGHTS OCCUR, INSTALL 401 CANOPY TYPE.

OH1 = ORDINARY HAZARD GROUP 1

16

one-quarter inch = one foot one-eighth inch = one foot

A

C

= HATCHED AREAS INDICATE AN ORDINARY HAZARD OCCUPANCY

HDR Architecture, Inc. 201 California Street San Francisco, CA 94111 1 DESIGN CLARIFICATIONS NO REVISIONS

19 NOV. 18 DATE

CONSULTANT: MECHANICAL/ELECTRICAL/ PLUMBING:

CIVIL / SURVEYOR:

Gayner Engineers 1133 Post Street San Francisco,CA 94109

Sandis 636 9th Street Oakland, CA 94607

Jensen Hughes 2950 Buskirk Avenue, Suite 225 Walnut Creek, CA 94597

STRUCTURAL:

GEOTECHNICAL:

COST ESTIMATING:

Degenkolb Engineers 375 Beale Street, Suite 500 San Francisco,CA 94105

Allegiance Group 4321 SW Corbett #200 Portland, OR 97239

AECOM 300 California Street, Suite 400 San Francisco, CA 94104

ARCHITECTS/ENGINEERS:

FIRE PROTECTION:

Project Title

Drawing Title

VA Livermore Realignment and Closure - Part B

LEVEL 1 FIRE SPRINKLER PLAN - AREA B

Station Number

Project Number

640

640-423

Building Number

800 (CBOC), 803 (CUP) 2950 BUSKIRK AVENUE SUITE 225 WALNUT CREEK, CA 94597 +1 925.938.3550 WWW.JENSENHUGHES.COM JH Project No. 1MED14048

Location

Stockton (French Camp) San Joaquin County, CA

Date 11/15/2018

03 JULY 2018

Checked by

Drawn

PW

Drawing number

FX-101-B

Office of Construction and Facilities Management U.S. Department of Veterans Affairs

BK

AM-0003 1

2

3

4

5

6

7

8

9

10

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