662-23-111 Drawings_DRAFT.pdf

ARCHITECT

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

DESIGN TEAM

ELEVATOR

NORTHBAY ELEVATOR

PHONE: (707) 583-3100

MECHANICAL

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

ELECTRICAL

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

3715 SANTA ROSA AVE

SANTA ROSA, CA 95407

STRUCTURAL

WSP

PHONE: (858) 500-4525

9177 SKY PARK COURT

SAN DIEGO, CA 92123

PROJECT INFORMATION

STATE:

COUNTY:

JURISTICTION:

OWNER:

CONST TYPE:

CODE ANALYSIS PROJECT DESCRIPTION

REPAIR OF EXISTING ELEVATOR

COMPONENTS AND CREATION OF A

SHELTERED LOBBY ON THE FOURTH FLOOR.

APPLICABLE BUILDING & LEVEL

BUILDING 211, LEVEL 4

CALIFORNIA

SAN FRANCISCO

SAN FRANCISCO

GOV, VETERANS AFFAIRS

EXISTING (NOT ALTERED)

GENERAL NOTES

1. DO NOT SCALE DRAWINGS.

18 14

AREA OF WORK

EXISTING DRAIN

BUILDING 211

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE: Office of

Capital Projects

G-001

COVER SHEET

MK AJ

100% CONSTRUCTION

DOCUMENTS

11/17/2025

662-23-111

SAN FRANCISCO VA MEDICAL CENTER - SAN

FRANCISCO, CA

REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATORSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

REPAIR AND WEATHERIZE PARKING STRUCTURE 211 ELEVATOR

SAN FRANCISCO VA MEDICAL CENTER, SAN FRANCISCO - CA

PROJECT #: 662-23-111

DRAWING INDEX

PAGE # SHEET # SHEET NAME

GENERAL

1 OF 17 G-001 COVER SHEET

ARCHITECTURAL

2 OF 17 A-001 ARCH SYMBOLS, ABBREVIATIONS, & GENERAL NOTES

3 OF 17 AD101 LEVEL 4 - ELEVATOR LOBBY - DEMOLITION PLAN

4 OF 17 AE101 LEVEL 4 - ELEVATOR LOBBY - ENLARGED PLAN

5 OF 17 AE420 EXTERIOR ELEVATIONS

6 OF 17 A-601 ELEVATOR SCOPE, DOOR SCHEDULE, TYPES & DETAILS

STRUCTURAL

7 OF 17 S-001 STRUCTURAL GENERAL NOTES

8 OF 17 S-002 ABBREVIATIONS AND SYMBOLS

9 OF 17 S-101 LEVEL 4 - STRUCTURAL PLAN AND ELEVATIONS

PLUMBING

10 OF 17 P-101 PLUMBING FLOOR PLANS

ELECTRICAL

11 OF 17 E-001 ABBREVIATIONS, GENERAL NOTES, AND SHEET INDEX

12 OF 17 E-002 ELECTRICAL LEGENDS

13 OF 17 E-101 ELECTRICAL FLOOR PLAN - LEVEL 1

14 OF 17 E-104 ELECTRICAL FLOOR PLAN - LEVEL 4

15 OF 17 E-501 ELECTRICA DETAILS

16 OF 17 E-601 ONE-LINE DIAGRAM

17 OF 17 E-701 ELECTRICAL SCHEDULES

PROJECT

NORTH

TRUE NORTH

(DASHED)

1" = 30'-0"

SITE PLAN

Revisions: Date:

11/12/2025

CD SET APPROVAL

DEPARTMENT OF VETERANS AFFAIRS

PROJECT #: 662-24-111

APPROVED BY:

FREDERIC CHUNG, CONTRACTING OFFICER REPRESENTATIVE DATE

APPROVED BY:

CHAREE HARRIS, CONTRACTING OFFICER DATE

APPROVED BY:

DAVID ROVNER, CONTRACT SPECIALIST DATE

101A

EXTERIOR ELEVATION

INTERIOR ELEVATION

BUILDING SECTION FLAG

WALL SECTION FLAG

CALLOUT FLAG

VERTICAL GRID LINE

HORIZONTAL GRID LINE

TRUE NORTH ARROW

PROJECT NORTH ARROW

(TRUE NORTH DASHED)

ELEVATION / LEVEL MARKER

KEY NOTE

ROOM TAG

(SF OPTIONAL)

CEILING HEIGHT TAG

WALL TAG

FLOOR TAG

ROOF TAG

DOOR TAG

WINDOW TAG

SPECIALTY EQUIPMENT TAG

SIGNAGE TAG

SIGNAGE KEY NOTE

(AW SHEETS ONLY)

SIGNAGE MATERIAL TAG

(AW SHEETS ONLY)

TOILET

150 SF

A

01A

TRUE

NORTH

W1

PROJECT

NORTH

TRUE NORTH

(DASHED)

A01

D88

A5175SOAP DISH

ACT 2x2

9' - 0" AFF

F-1

R-1

SYMBOLS

A-101

A-101

A-101

EXISTING TO REMAIN

NEW CONSTRUCTION

TO DEMOLISH

(DEMO SHEET(S) ONLY)

ABOVE

BELOW

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

(DEMO SHEET(S) ONLY)

NEW DOOR

AREA SHOWN ON SHEET

OUT OF SCOPE

INACCESSIBLE DURING PHASE

(ICRA SHEET(S) ONLY)

TEMPORARY ICRA BOUNDRY

(ICRA SHEET(S) ONLY)

TEMPORARY ICRA BARRIER

(ICRA SHEET(S) ONLY)

TEMPORARY ICRA DOOR

(ICRA SHEET(S) ONLY)

ADHESIVE WALK-OFF MATS

(ICRA SHEET(S) ONLY)

TEMPORARY ICRA AIR PRESSURE

(ICRA SHEET(S) ONLY)

CONTRACTOR PATH OF TRAVEL

(ICRA SHEET(S) ONLY)

SMOKE COMPARTMENT PERIMETER

(FIRE LIFE SAFETY SHEET(S) ONLY)

SMOKE RATED WALL

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

SMOKE & 1 HR FIRE RATED WALL

FIRE EXTINGUISHER CABINET

(FIRE LIFE SAFETY SHEET(S) ONLY)

EMERGENCY EGRESS ROUTE

(FIRE LIFE SAFETY SHEET(S) ONLY)

SPRINKLER PER FIRE PROTECTION

DIFFUSER PER MECHANICAL

(SIZE & PROPORTION MAY VARY)

LIGHT FIXTURE PER ELECTRICAL

(SIZE & PROPORTION MAY VARY)

MATERIALS

EARTH

SAND

BATT INSULATION

RIGID INSULATION

CONCRETE

STEEL

PLYWOOD, FIRE RATED

GYPSUM BOARD, TYPE 'X'

GYPSUM BOARD, LEAD LINED

ACOUSTICAL CEILING TILE, 2' x 2'

ACOUSTICAL CEILING TILE, 2' x 4'

A-101

A-101

FEC

IN-04.02-01

ABBREVIATIONS

SYMBOLS

& AND

∠ ANGLE

@ AT

℄ CENTERLINE

° DEGREES

# NUMBER

A

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

A(C)T ACOUSTICAL (CEILING) TILE

ACM ASBESTOS CONTAINING MATERIAL

ACW ACOUSTICAL WALL

ADA AMERICANS W/ DISABILITIES ACT

ADJ ADJACENT

A/E ARCHITECT/ENGINEER

AF ACCESS FLOOR

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

ASPH ASPHALT

A/V AUDIO / VIDEO

B

BARR BARRIER

BATH BATHROOM

BB BACKER BOARD

BLD(G) BUILDING

BLK(G) BLOCK(ING)

BLW BELOW

BM BEAM

BMT(U) BONE MARROW TRANSPLANT (UNIT)

BO BOTTOM OF

BOC BOTTOM OF CURB

BOS BOTTOM OF SLAB

BRC BRACE, BRACING

BRKT BRACKET

BRNG BEARING

BTM BOTTOM

BTWN BETWEEN

C

CAB CABINET

CC CONTRACTOR FURN, CONTRACTOR INST

CD CONSTRUCTION / CONTRACT DOCUMENTS

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMP COMPOSITION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER REPRESENTATIVE

CORR CORRIDOR

CS CONCRETE SEALER

CT CERAMIC TILE

CTR CENTER

CV CONTRACTOR FURNISHED, VA INSTALLED

D

DB DESIGN BUILD

DBL DOUBLE

DC DIRECT CURRENT

DD DESIGN DEVELOPMENT

DEMO DEMOLISH(ION)

DEPT DEPARTMENT

DG DESIGN GUIDE

DIA DIAMETER

DIM DIMENSION

DM DESIGN MANUAL

DWN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING(S)

E

E EAST

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATION OR ELEVATOR

ENG ENGINEER(ING)

EOC EDGE OF CURB

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE TERPOLYMER

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

ETS EXPOSED TO STRUCTURE

EX(IST) EXISTING

EXP EXPANSION

EXT EXTERIOR

F

FA FIRE ALARM

FD FLOOR DRAIN

FE(C) FIRE EXTINGUISHER (CABINET)

FF FACTORY FINISH

FFB FINISH FLOOR BREAK

FIN FINISH(ED)

FLASH FLASHING

FLR FLOOR(ING)

FLRSNT FLORESCENT

FNDN FOUNDATION

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOS FACE OF STUDS

FP FIRE PROOF

FR FIRE RATED

FRM FRAME

FT FOOT, FEET

FTG FOOTING

FUR FURRING

FURN FURNISHED

G

GA GAGE, GAUGE

GALV GALVANIZED

GE GENERAL ELECTRIC

G(W)B GYPSUM (WALL) BOARD

GC GENERAL CONTRACTOR

GL GRID LINE

GLB GLUE LAMINATED BEAM

GMU GLASS MASONRY UNIT

GOV(T) GOVERNMENT

GYP GYPSUM BOARD

H

HAC HOUSEKEEPING AIDES CLOSET

HDR HEADER

H(D)W(E) HARDWARE

HM HOLLOW METAL

HORZ HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAM

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION & AIR CONDITIONING

I

ICRA INFECTIOUS CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER OR DIM

ILSM INTERIM LIFE SAFETY MEASURES

INCL INCLUDE(D,ING)

INST INSTALL

INSUL INSULATION

INT INTERIOR

J

JT JOINT

K

KV KILOVOLT

L

LAM LAMINATE(D)

LAV LAVATORY

LCM LEAD CONTAINING MATERIAL(S)

LD LEAD

LT LIGHT

M

MAT MATERIAL(S)

MAX MAXIMUM

MDF MEDIUM-DENSITY FIBREBOARD

MECH MECHANIC(AL)

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURE(R)

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODIFIED

MTL METAL

N

N NORTH

N(/)A NOT APPLICABLE

NEG NEGATIVE

NO. NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

O.C. ON CENTER(S)

OPN(G) OPEN(ING)

OPP OPPOSITE

OPT OPTION(AL)

OVHD OVERHEAD

P

P PAINT

PCONC PRECAST CONCRETE

PCRA PRE-CONSTRUCTION RISK ASSESSMENT

PL PLATE

PLAM PLASTIC LAMINATE

PLY(WD) PLYWOOD

PNL PANEL

PR PAIR

PRFB PREFABRICATED

PS PLASTIC

PT PORCELAIN TILE

PTN(S) PARTITION(S)

PVMT PAVEMENT

Q

QTY QUANTITY

R

RAD RADIUS

RB RESILIENT BASE

RCP(S) REFLECTED CEILING PLAN(S)

REF REFERENCE

REINF REINFORCE(D,ING)

REP REPRESENTATIVE

REQ(S,(')D) REQUIRE(D,S,MENT(S))

RESIL RESILIENT

REV REVERSE

RF ROOF

RM ROOM

RMV REMOVE

RO ROUGH OPENING

S

S SOUTH

SCHED SCHEDULE

SCI(D) SPINAL CORD INJURY (& DISABILITY)

SD SCHEMATIC DESIGN

SDSF SOLID SURFACE

SECT SECTION

SF SQUARE FEET

SFRM SPRAY APPLIED FIRE-RESISTIVE MATERIAL

SHG SHINGLES

SHLD(G) SHEILD(ING)

SHT(G) SHEET (SHEATHING)

SIM SIMILAR

SM SEAM

SOW SCOPE OF WORK

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

ST STAIN

STDG STANDING

STF STAFF

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SURG SURGERY, SURGICAL

SUSP SUSPENDED

SV SHEET VINYL

SYS SYSTEM

T

TBD TO BE DETERMINED

TBL TABLE

TEMP TEMPORARY

T&G TONGUE AND GROOVE

THK THICK(NESS)

THRESH THRESHOLD

TOC TABLE OF CONTENTS

TOS TOP OF SLAB

TPH TOILET PAPER HOLDER

TRANS TRANSITION

TS TUBE STEEL

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V

VA VETERANS AFFAIRS

VAR VARIES

VB VAPOR BARRIER

VC VA FURNISHED, CONTRACTOR INSTALLED

VERT VERTICAL

VIF VERIFY IN FIELD

VV VA FURNISHED, VA INSTALLED

W

W WEST

W/ WITH

WD WOOD

WDW WINDOW

WGHT WEIGHT

W/O WITHOUT

WP WATERPROOF(ING)

WR WATER RESISTANT

WRK WORK

X

XRY X-RAY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE: Office of

Capital Projects

A-001

ARCH SYMBOLS, ABBREVIATIONS, &

GENERAL NOTES

MK AJ

100% CONSTRUCTION

DOCUMENTS

11/17/2025

662-23-111

SAN FRANCISCO VA MEDICAL CENTER - SAN

FRANCISCO, CA

REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATORSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

Revisions: Date:

11/12/2025

FS

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

TO DEMOLISH

EXISTING TO REMAIN

1. REMOVE WALL MOUNTED ACCESSORIES REQUIRED TO

COMPLETE A CONSTRUCTION TASK. VERIFY WITH COR

BEFORE DISPOSAL.

2. COORDINATE WITH VA COR PRIOR TO THE DEMOLITION OF

ANY EXISTING EQUIPMENT.

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

14 15 16

A

A.5

STAIR ONE

DN

D1

D2

D3

D4

D5

D5

D6

D7 D7 D8

D9

D10

D11

D12

ELEV LOBBY

EQUIP

ELEV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE: Office of

Capital Projects

AD101

LEVEL 4 - ELEVATOR LOBBY - DEMOLITION

PLAN

MK AJ

100% CONSTRUCTION

DOCUMENTS

11/17/2025

662-23-111

SAN FRANCISCO VA MEDICAL CENTER - SAN

FRANCISCO, CA

REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATORSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

D1 DEMOLISH EXISTING DOOR AND FRAME.

D2 DEMOLISH EXISTING ELEVATOR DOOR. EXISTING JAMB

TO REMAIN.

D3 REMOVE EXISTING BOLLARD. SALVAGE FOR

RELOCATION.

D4 DEMOLISH EXISTING ELEVATOR ON SCOPE OF WORK,

SEE SHEET A-601.

D5 EXISTING CMU WALLS, NO WORK.

D6 DRILL EXISTING CONCRETE WALL FOR DRAIN

PENETRATION.

D7 EXISTING CONCRETE WALLS, PREP FOR NEW

STOREFRONT SYSTEM.

D8 DEMO EXISTING RAILING AS NEEDED FOR NEW WORK.

MAXIMUM GAP BETWEEN GUARDRAIL AND GLAZING

NOT TO EXCEED 3.5".

D9 EXISTING STAIRWAY, NO WORK.

D10 EXISTING STROBE/PULL STATION TO REMAIN.

D11 DEMO EXISTING SHEET METAL COVER AS NEEDED FOR

NEW STOREFRONT.

D12 EXISTING BOLLARD TO REMAIN.

3/8" = 1'-0"

LEVEL 4 - ENLARGED ELEVATOR LOBBY - DEMOLITION PLAN

PROJECT

NORTH

TRUE NORTH

(DASHED)

FSK K

AREA SHOWN

PROJECT

NORTH

TRUE NORTH

(DASHED)

1. DIMENSIONS SHOWN ARE FROM GRID LINES TO FACE OF

STUD, CENTERLINE OF STRUCTURAL COLUMNS,

CENTERLINE OF OPENINGS, UNO.

2. ANY DOORS NOT DIMENSIONED SHALL BE INSTALLED 6"

FROM THE INTERSECTING WALL OR CENTERED ON THE

WALL, UNO.

3. ALL DIMENSIONS NOTED AS CLEAR SHALL MAINTAIN THE

FULL SPACE INDICATED WITHOUT ENCROACHMENTS.

4. ENSURE THAT ALL REQUIRED BACKING IS INSTALLED IN

WALLS PRIOR TO INSTALLING GYPSUM BOARD.

EXISTING DOOR TO REMAIN

NEW DOOR

EXISTING TO REMAIN

NEW

14 15 16

A

A.5

STAIR ONE

DN

AE420

AE420 5

F1

F2

F3

F4

F5

F6 F7

F8

EQUIP

401 ELEV

ELEV LOBBY

F4

AE4206

F9

5' - 6" 5' - 6"

F10

F4

F11

F11

SF-4

SF-3

SF-1

AE420

F12

SF-2

F4

14 15 16

A

A.5

ELEV

ELEV LOBBY

EQUIP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE: Office of

Capital Projects

AE101

LEVEL 4 - ELEVATOR LOBBY - ENLARGED

PLAN

MK AJ

100% CONSTRUCTION

DOCUMENTS

11/17/2025

662-23-111

SAN FRANCISCO VA MEDICAL CENTER - SAN

FRANCISCO, CA

REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATORSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

PROJECT

NORTH

TRUE NORTH

(DASHED)

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

KEY PLAN

F1 INSTALL NEW STAINLESS STEEL DOOR AND FRAME

F2 SEE SHEET A-601 FOR SCOPE OF ELEVATOR WORK.

F3 INSTALL NEW ELEVATOR CAB DOOR.

F4 INSTALL NEW ALUMINUM STOREFRONT AND DOOR

WITH THRESHOLD SET IN SEALANT.

F5 CLEAR RUST FROM STAINLESS STEEL JAMBS, TYP AT

ALL FLOORS.

F6 CLEAN EXISTING CONCRETE DECK AT NEW ENCLOSED

AREA.

F7 COMBINE EXISTING DOWNSPOUT AND OVERFLOW AND

ROUTE THROUGH WALL TO NEW CONDUCTOR HEAD

AND DOWNSPOUT. CORE DRILL THROUGH CONCRETE.

F8 NEW CONDUCTOR HEAD AND DOWNSPOUT.

F9 INSTALL NEW LIGHT IMPACT BOLLARDS.

F10 EXISTING BOLLARDS TO REMAIN.

F11 EXISTING OPENING.

F12 NEW STRUCTURAL MEMBER, SEE STRUCTURAL.

3/8" = 1'-0"

LEVEL 4 - ELEVATOR LOBBY - ENLARGED PLAN

3/8" = 1'-0"

LEVEL 4 - ELEVATOR LOBBY - ENLARGED RCP

PROJECT

NORTH

TRUE NORTH

(DASHED)

1. INDICATED MOUNTING HEIGHTS COMPLY WITH

ARCHITECTURAL BARRIER ACT (ABA) ACCESSIBILITY

STANDARDS, 2004, INCLUDING VA SUPPLEMENT BARRIER

FREE DESIGN STANDARD (PG18-13), REV 2024.

2. VA FURNISHED, VA INSTALLED EQUIPMENT IS SHOWN

WITH HALF-TONED GRAY LINEWORK FOR CLARITY. SEE

SPECIALTY EQUIPMENT SCHEDULE.

3. ALL WALL MOUNTED EQUIPMENT SHALL HAVE METAL

BLOCKING IN WALL BEHIND. ENSURE ALL REQUIRED

BACKING IS INSTALLED PRIOR TO INSTALLING DRYWALL.

SEE TYPICAL BLOCKING DETAIL.

4. ALL VERTICAL HEIGHTS INDICATED ARE FROM THE FINISH

FLOOR ELEVATION, UNO.

LEVEL 4

32' - 4"

14 15 16

ROOF

47' - 2 1/2"

OPEN

BEYOND

LOUVER PANELS

12 3

SF-2

EXISTING BOLLARD

TO BE REMAIN.

LEVEL 4

32' - 4"

A A.5

ROOF

47' - 2 1/2"

LOUVER PANELS

SF-1

36 1/4" 36 1/4"

LEVEL 4

32' - 4"

AA.5

ROOF

47' - 2 1/2"

STRUCTURAL MEMBER,

SEE STUCTURAL

DRAWINGS

SF-3

LEVEL 4

32' - 4"

14 15 16

ROOF

47' - 2 1/2"

OPEN

BEYOND

EXISTING BOLLARD

TO BE DEMOLISHED.

EXISTING BOLLARD

TO BE REMAIN.

LEVEL 4

32' - 4"

A A.5

ROOF

47' - 2 1/2"

OPEN

BEYOND

EXISTING BOLLARD

TO BE REMAIN.

LEVEL 4

32' - 4"

ROOF

47' - 2 1/2"

OPEN

BEYOND

SF-4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE: Office of

Capital Projects

AE420

EXTERIOR ELEVATIONS

MK AJ

100% CONSTRUCTION

DOCUMENTS

11/17/2025

662-23-111

SAN FRANCISCO VA MEDICAL CENTER - SAN

FRANCISCO, CA

REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATORSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

GENERAL NOTESKEY NOTES (THIS SHEET ONLY)#

1 NEW CONCRETE CURB.

2 NEW STAINLESS STEEL METAL CONDUCTOR HEAD AND

DOWNSPOUT.

3 NEW BOLLARD.

3/8" = 1'-0"

ELEVATOR LOBBY - SOUTH ELEVATION

3/8" = 1'-0"

ELEVATOR LOBBY - WEST ELEVATION

3/8" = 1'-0"

ELEVATOR LOBBY - EAST ELEVATION

3/8" = 1'-0"

ELEVATOR LOBBY - SOUTH ELEVATION - EXISTING CONDITIONS

3/8" = 1'-0"

ELEVATOR LOBBY - WEST ELEVATION - EXISTING CONDITIONS

3/8" = 1'-0"

ELEVATOR LOBBY - SOUTH INTERIOR ELEVATION

ELEVATOR SCOPE OF WORK

MACHINE ROOM DESCRIPTION ACTION REQUIRED COMMENTS

MACHINE TYPE/MFR. GEARLESS IMPERIAL RETAIN, PROVIDE NEW HOIST ROPES. CLEAN/INSPECT/SERVICE

SEISMIC CONTROL RING & STING PROVIDE NEW

GOVERNORS HW207 PROVIDE NEW NEW GOV ROPE

LIGHTING FLUORESCENT PROVIDE NEW

110V OUTLET GFCI YES PROVIDE NEW

HOISTWAY DESCRIPTION ACTION REQUIRED COMMENTS

DO MFR/MODEL WEATHER-RESISTANT GAL OPERATOR PROVIDE NEW

RESTRICTOR WEATHER-RESISTANT GAL OPERATOR PROVIDE NEW

CAR DOOR HANGERS WEATHER-RESISTANT GAL OPERATOR PROVIDE NEW

DOOR PROTECTION INFRARED PROVIDE NEW

HALL DOOR HANGERS WEATHER-RESISTANT GAL OPERATOR PROVIDE NEW

CLOSER TYPE SPIRATOR PROVIDE NEW SMARTORK

CAR GUIDES ELSCO ADJ. SPRINT ROLLER CLEAN/REMOVE RUST

CAR GUIDE RAILS ELSCO ADJ. SPRINT ROLLER CLEAN/REMOVE RUST

COUNTERWEIGHT RAILS

PIT DESCRIPTION ACTION REQUIRED COMMENTS

BUFFERS SPRING CLEAN/REPAINT

CAB ENCLOSURE DESCRIPTION ACTION REQUIRED COMMENTS

ENTRANCE FINISH #4 STAINLESS STEEL RECONDITION STAINLESS STEEL

FRONT RETURN #4 STAINLESS STEEL RECONDITION STAINLESS STEEL

DOORS #4 STAINLESS STEEL NEW STAINLESS STEEL DOORS 4TH FLOOR ONLY

TRANSOM #4 STAINLESS STEEL RECONDITION STAINLESS STEEL

WALL FINISH STAINLESS STEEL PANELS RECONDITION STAINLESS STEEL

SHELL STEEL PROVIDE NEW LID

CEILING STAINLESS STEEL PANELS CLEAN

ENTRANCES DESCRIPTION ACTION REQUIRED COMMENTS

FOURTH FLOOR DOORS STAINLESS REPLACE

FOURTH FLOOR FRAMES STAINLESS REFINISH

FOURTH FLOOR SILL ALUMINUM CLEAN

SIGNAL FIXTURES DESCRIPTION ACTION REQUIRED COMMENTS

HALL STATIONS/FINISH #4 STAINLESS STEEL PROVIDE NEW 4TH FLOOR ONLY

HALL PI LOCATION OVER ENTRANCE AT EACH FLOOR PROVIDE NEW DIGITAL PI/HL 4TH FLOOR ONLY

HOISTWAY ACCESS KEYED TOP AND BOTTOM PROVIDE NEW

GAUGE AS

SPECIFIED

RETURN ON FRAME WHERE

GYP FINISH IS REQ'D

/8

1 15/16"

VARIES

VARIES

THROAT OPENING = PARTITION

WIDTH + 1/8" MIN

1A 1B

*DOOR HEIGHTS AND WIDTHS PER SCHEDULE

1A

9" 9" 9" 9"

A-601

A-601

DOOR AS SCHEDULED

BACKER ROD AND

SEALANT BOTH SIDES

EXISTING CONCRETE WALL

SHIM AS REQUIRED

GROUT FILLED DOOR FRAME

EXISTING CONCRETE WALL

DOOR AS SCHEDULED

CONT SEALANT

NEW 6" HIGH CONCRETE CURB

WITH SLOPED EDGE

7"

BACKER ROD AND SEALAND

BOTH SIDES

ALUMINUM SPANDREL

EXISTING CONCRETE WALL

BACKER ROD AND SEALANT

BOTH SIDES

SHIM AS NEEDED

STOREFRONT GLAZING

EXISTING CONCRETE WALL

BACKER ROD AND SEALANT

BOTH SIDES

SHIM AS NEEDED

STOREFRONT GLAZING

LEVEL 4

32' - 4"

NEW STOREFRONT

DOOR

THRESHOLD

/4

EXISTING

CONCRETE FLOOR

80"

144"

/2

90 7/8"

/2

/2

/2

/2

/2

/2

2 1/2" 36 1/4" 2 1/2" 36 1/4" 2 1/2"

/2

/2

/2

/2

/2

/2

2 1/2"

34 1/2"

2 1/2"

12"

2 1/2"

36"

2 1/2"

12"

2 1/2"

34 1/2"

2 1/2"

/2

/2

/2

/8

/2

/2

/2

/2

/2

2 1/2" 40 7/16" 2 1/2" 40 7/16" 5"

G-1 G-1 G-1 G-1 G-1 G-1 G-1

G-1G-1

GLAZING TYPES

G-1: COATED SINGLE PANE

LV-1 LV-1 LV-4 LV-2 LV-3 LV-4

G-1

G-1

/2

/2

/2

/2

/8

/8

/2

/2

/2

/8

SF-1 SF-2 SF-3 SF-4

18 1/4"

5" 10 3/4" 2 1/2"

LV-2

G-1

A-601

TYP.

A-601

TYP.

A-601

TYP.

A-601

G-2: ALUMINUM SPANDREL

G-2 G-2 G-2 G-2 G-2 G-2 G-2 G-2

G-2 G-2 G-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE: Office of

Capital Projects

A-601

ELEVATOR SCOPE, DOOR SCHEDULE, TYPES

& DETAILS

MK AJ

100% CONSTRUCTION

DOCUMENTS

11/17/2025

662-23-111

SAN FRANCISCO VA MEDICAL CENTER - SAN

FRANCISCO, CA

REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATORSPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 300

KENT, WA 98032

DOOR SCHEDULE

MARK ROOM # ROOM NAME

DOOR SIZE DOOR

TYPE

GLAZING

TYPE

HW

SET

MATERIAL FIRE

RATING

STC

RATING COMMENTSWIDTH HT THK DOOR FRAME

401 401 EQUIP 6' - 0" 6' - 8" 0' - 1 3/4" 1B - E8 SS SS - - 18" SQ. LOUVER IN DOOR

402 402 ELEV LOBBY 3' - 0" 7' - 0" 1A TEMPERED E4 GLASS HM - -

1. SEE SPECIFICATION SECTION 08 71 00 - DOOR HARDWARE

FOR HW SETS.

GENERAL NOTES

3" = 1'-0"

STANDARD DOOR FRAME

1/4" = 1'-0"

DOOR TYPES

3" = 1'-0"

FRAMES @ EXISTING CONCRETE WALL

3" = 1'-0"

STOREFRONT SILL DETAIL

3" = 1'-0"

STOREFRONT JAMB DETAIL

3" = 1'-0"

STOREFRONT HEAD DETAIL

3" = 1'-0"

DOOR THRESHOLD @ STOREFRONT

1/2" = 1'-0"

STOREFRONT TYPES

LOUVER SCHEDULE

MARK WIDTH HEIGHT

LV-1 3' - 0 1/4" 2' - 7"

LV-2 1' - 0" 2' - 7"

LV-3 3' - 0" 2' - 7"

LV-4 2' - 10 1/2" 2' - 7"

SEE SPECIFICATION 08 71 00 FOR DOOR HARDWARE

WSP USA Inc.

Suite 550

Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

1201 Pacific Ave

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE: Office of Capital Projects

S-001

STRUCTURAL GENERAL NOTES

NRT JKM

100% CONSTRUCTION

DOCUMENTS (CD)

11/17/2025

662-23-111

SAN FRANCISCO VA MEDICAL CENTER - SAN

FRANCISCO, CA

REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATORSPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

MATERIAL SPECIFIC STANDARDS ARE LISTED IN THE RESPECTIVE MATERIAL SECTION.

1. VA SEISMIC DESIGN REQUIREMENTS, H-18-8, NOVEMEBER 1ST 2024

2. 2024 INTERNATIONAL BUILDING CODE (IBC) WITH STATE AND LOCAL AMENDMENTS

CODES AND STANDARDS

REFERENCES:

ASCE 7-22 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

VA STRUCTURAL DESIGN MANUAL PG-18-10 OCTOBER 1ST 2022, REVISED JULY 1, 2023

DESIGN LOADS

WEIGHT OF STRUCTURAL ELEMENTS AND PERMANENT FIXED EQUIPMENT.

DEAD LOADS

SUPERIMPOSED DEAD LOADS

ROOF ROOFING MATERIALS 18

UNIFORM

LOAD (PSF)

CATEGORYLOCATION

LIVE AND ROOF LIVE LOADS

STAIRS & EXITS

ROOF

PARKING GARAGE

3000 (4.5"X4.5")

CONCENTRATED

LOAD (LBS)

OCCUPANCY OR USE UNIFORM

LOAD (PSF)

SNOW LOAD

SNOW LOAD IMPORTANCE FACTOR, Is

GROUND SNOW LOAD, Pg

SNOW LOAD ON FLAT ROOFS, Pf

EXPOSURE CATEGORY

SNOW LOAD EXPOSURE FACTOR, Ce

THERMAL FACTOR, Ct

1.2

6 PSF

20 PSF

D

1.0

1.0

VALUEDESIGN PARAMETER

WIND LOAD

BASIC WIND SPEED (3-SEC GUST), V

WIND EXPOSURE CATEGORY

KZT

ENCLOSURE CLASSIFICATION

INTERNAL PRESSURE COEFFICIENT

103 MPH

D

1.95

ENCLOSED

±0.18

VALUEDESIGN PARAMETER

REFER TO THE COMPONENTS AND CLADDING DIAGRAMS AT THE END OF THE GENERAL NOTES SECTION.

SEISMIC IMPORTANCE FACTOR, Ie

SITE LOCATION

SOIL SITE CLASS

MAPPED SPECTRAL ACCELERATION

DESIGN SPECTRAL ACCELERATION

SEISMIC DESIGN CATEGORY

1.5

37.782484° N -122.506754° E

C

2.12 0.82

1.48 0.078

F

VALUEDESIGN PARAMETER

SEISMIC LOAD

LATITUDE

LONGITUDE

SHORT PERIOD, Ss

1-SECOND PERIOD, S1

SHORT PERIOD, Sds 1-SECOND PERIOD, Sd1

1. CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER AND STRUCTURAL ENGINEER OF RECORD (SER) IN WRITTEN FORM AND RESOLVED BEFORE PROCEEDING WITH AFFECTED WORK.

2. STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS NECESSARY TO COMPLETE THE WORK, FOR JOB SITE SAFETY AND FOR COORDINATING WITH OTHER DISCIPLINES AS REQUIRED.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION PROCEDURE AND SEQUENCING TO ENSURE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. PROVIDE SHORING, BRACING, AND FALSEWORK AS NEEDED TO PROTECT THE STRUCTURE THROUGHOUT CONSTRUCTION.

4. ERECTION AIDS FOR FACILITATING CONSTRUCTION NOT SHOWN IN THESE DRAWINGS MUST BE REMOVED AND ELEMENTS RESTORED TO ITS ORIGINAL

DESIGN INTENT SHOWN PER THESE DRAWINGS.

5. STRUCTURAL DRAWINGS SHOW GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE SPECIFIC CONDITIONS ARE NOT SHOWN, DETAILS OF

SIMILAR TYPE AND CHARACTER MAY BE USED BUT REQUIRE APPROVAL FROM THE SER.

6. TYPICAL DETAILS MAY NOT BE REFERENCED FROM THE PLANS BUT APPLY FOR THE CONDITIONS AS DESCRIBED BY THE DETAIL.

7. CONTRACTOR-INITIATED CHANGES REQUIRE APPROVAL FROM THE SER.

8. FOR A CONTRACTOR REQUESTED DESIGN REVISION, THE PROPOSED ALTERNATIVE MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL BY THE SER. THE SUBMITTAL MUST INCLUDE DRAWINGS, STRUCTURAL DETAILS AND RELATED CALCULATIONS, STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE JURISDICTION OF THE PROJECT LOCATION. CALCULATIONS MUST DEMONSTRATE COMPLIANCE WITH THE CODES AND DESIGN REQUIREMENTS LISTED PER THESE DRAWINGS; AND THAT THE ALTERNATIVE DESIGN DOES NOT ADVERSELY

AFFECT THE STRUCTURE SHOWN IN THESE DRAWINGS.

9. CONTRACTOR MUST COORDINATE THESE DRAWINGS WITH THE DRAWINGS OF THE OTHER DISCIPLINES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT SHOWN ON THE STRUCTURAL DRAWINGS. EXAMPLES INCLUDE EMBEDDED ANCHORS, SLEEVES AND INSERTS, MISCELLANEOUS ATTACHMENT DETAILS, FLOOR FINISHES, DOOR THRESHOLDS, SLOPES TO DRAINS, OPENINGS IN STRUCTURAL ELEMENTS, ETC.

10. VERIFY DIMENSIONS AND DETAILS PRIOR TO FABRICATION AND CONSTRUCTION. THIS INCLUDES COORDINATING THE SIZE AND LOCATION OF OPENINGS THROUGH STRUCTURAL ELEMENTS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING INSERTS AND ATTACHMENTS FOR USE BY

OTHER TRADES.

11. NO PIPES OR DUCTS MAY BE PLACED IN STRUCTURAL MEMBERS UNLESS DETAILED BY THE STRUCTURAL PLANS OR APPROVED BY THE SER.

12. DIMENSIONS MUST NOT BE SCALED FROM THE DRAWINGS.

13. PROVIDE SUBMITTALS AND (FABRICATION, AND ERECTION, ETC.) SHOP DRAWINGS FOR THE WORK SHOWN IN THESE DRAWINGS TO THE CONTRACTING OFFICE FOR APPROVAL FROM THE SER. WORK MUST NOT PROCEED WITHOUT REVIEW AND APPROVAL BY THE SER.

14. SHOP DRAWINGS MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. UNLESS NOTED

OTHERWISE, PROVIDE SHOP DRAWINGS FOR:

A. DEFORMED BAR REINFORCING LAYOUT FOR CONCRETE AND MASONRY.

B. STRUCTURAL AND MISCELLANEOUS STEEL.

a. INCLUDE LOCATIONS OF EXISTING REINF. WITH SUBMITTAL FOR PLATES WITH ANCHORS INTO EXISTING STRUCTURAL MEMBERS.

16. BY SUBMITTING FOR ENGINEER’S REVIEW, THE CONTRACTOR CONFIRMS THE ACCURACY OF THE SUBMITTALS FOR DIMENSIONS, QUANTITIES, ELEMENT SIZES, CONSTRUCTION MATERIALS, FIELD MEASUREMENTS AND THAT THE CONTENTS HAVE BEEN REVIEWED FOR MEANS, METHODS, AND OPERATIONS

OF CONSTRUCTION, AND FOR ITS ADHERENCE TO SAFETY PROTOCOLS AT THE SITE.

17. SHOP DRAWING REVIEW DOES NOT RELIEVE THE CONTRACTOR FROM HAVING SOLE RESPONSIBILITY FOR THE ACCURACY OF ELEMENT SIZES, DIMENSIONS AND DETAILS. SUCH REVIEW DOES NOT CONSTITUTE ACCEPTANCE BY THE ENGINEER OF THE CORRECTNESS OR ADEQUACY OF SUCH SUBMITTALS, NOR IS A WARRANTY THAT THE SUBMITTALS SATISFY THE REQUIREMENTS OF THE CONTRACT.

GENERAL CONDITIONS

1. REFERENCES:

A. ACI 301-20 SPECIFICATIONS FOR CONCRETE CONSTRUCTION

B. ACI 315R-18 DETAILS AND DETAILING CONCRETE CONSTRUCTION

C. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

D. ACI 347-14 GUIDE TO FORMWORK FOR CONCRETE

1. CONCRETE WORK MUST CONFORM TO ACI 301. FORMWORK MUST CONFORM TO ACI 347.

2. MINIMUM CONCRETE PROPERTIES AT 28-DAYS PER THE FOLLOWING TABLE.

3. CONCRETE EXPOSED TO THE ENVIRONMENT MUST HAVE 6% +/- 1% AIR ENTRAINMENT BY VOLUME PER ASTM C260.

4. BEFORE CASTING THE SECOND SIDE OF A CONSTRUCTION JOINT, ROUGHEN SURFACE OF CONCRETE ELEMENTS AT CONSTRUCTION JOINTS TO A MINIMUM AMPLITUDE OF 1/4 INCH, UNLESS NOTED OTHERWISE. CLEAN AND APPLY BONDING AGENT TO THE HARDENED CONCRETE SURFACE RECEIVING FRESH

CONCRETE.

5. SECTIONS AND DETAILS MAY NOT SHOW ALL REQUIRED DEFORMED BAR REINFORCEMENT FOR CLARITY. ADDITIONAL REINFORCEMENT MAY BE DESCRIBED

IN PLANS, SCHEDULES, NOTES, OR OTHER DETAILS, AS APPLICABLE.

6. COORDINATE FLOOR FINISHES, SLAB SLOPES & DEPRESSIONS, FLOOR DRAINS, CURBS, CONCRETE PADS, AND OTHER CONCRETE FEATURES IDENTIFIED IN

THE CONTRACT DOCUMENTS.

7. THE STRUCTURAL DRAWINGS DO NOT NECESSARILY SHOW ALL ITEMS EMBEDDED IN THE CONCRETE. COORDINATE AND PROVIDED EMBEDDED ITEMS AS SHOWN IN THE CONTRACT DOCUMENTS AND AS REQUIRED BY THE EQUIPMENT MANUFACTURERS, AS NEEDED.

8. NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE MUST BE HOT-DIP GALVANIZED OR PAINTED. DAMAGED COATINGS OF EMBEDDED ITEMS MUST

BE REPAIRED PRIOR TO CASTING CONCRETE.

9. PENETRATIONS THROUGH CONCRETE WALLS OR SLABS MUST CONFORM TO STANDARD DETAIL DRAWINGS.

10. PROVIDE 3/4" CHAMFER ON EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE.

CAST IN PLACE CONCRETE

1. REFERENCES:

A. ACI 301-20 SPECIFICATIONS FOR CONCRETE CONSTRUCTION.

B. ACI SP-66-04 ACI DETAILING MANUAL.

C. ACI 315R-18 DETAILS AND DETAILING CONCRETE CONSTRUCTION.

D. AWS D1.4 2018 STRUCTURAL WELDING CODE – REINFORCING STEEL.

2. STEEL REINFORCEMENT MUST CONFORM TO:

3. PROVIDE BAR SUPPORTS AND SPACERS PER ACI 315 UNLESS NOTED OTHERWISE. DEFORMED BAR REINFORCEMENT AND INSERTS MUST BE SECURED IN- PLACE PRIOR TO PLACING CONCRETE. DO NOT PLACE REBAR MATS DIRECTLY AGAINST SOIL; REBAR MATS ADJACENT TO SOIL OR OVER MUD SLABS MUST BE

SUPPORTED BY CHAIRS, DO NOT LIFT INTO PLACE DURING POURING.

4. UNLESS INDICATED OTHERWISE, REINFORCEMENT BARS ARE CONTINUOUS AND MUST BE LAP SPLICED OR COUPLED WITH MECHANICAL CONNECTORS. LAP

LENGTH NOTES:

A. SEE DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULES FOR REINFORCEMENT DETAILS.

B. LAP SPLICE LENGTH MUST BE USED FOR THE LARGER BAR SIZE WHEN BAR SIZE TRANSITIONS AT LAP.

C. OVERLAP WELDED WIRE LAYER REINFORCEMENT A LENGTH OF 1.5X WIRE DEVELOPMENT LENGTH OR ONE CROSSWIRE SPACING PLUS 2 INCHES, WHICHEVER IS LARGER.

D. MECHANICAL CONNECTORS MUST HAVE A MINIMUM CAPACITY OF 1.25 X YIELD STRENGTH OF THE BAR.

E. MECHANICAL CONNECTORS IN MEMBERS DESIGNATED AS PART OF THE SEISMIC-FORCE-RESISTING SYSTEM MUST HAVE A MINIMUM CAPACITY

EQUAL TO THE TENSILE STRENGTH OF THE BAR.

5. TYPE 1 MECHANICAL CONNECTORS MUST DEVELOP 125% OF THE YIELD STRENGTH (Fy) OF THE STRONGER OF THE TWO BAR BEING SPLICED. TYPE 2 MECHANICAL CONNECTORS MUST DEVELOP THE FULL TENSILE STRENGTH OF THE STRONGER OF THE TWO BARS BEING SPLICED. WHERE MECHANICAL CONNECTORS ARE USED IN LIEU OF LAP SPLICES, PROVIDE TYPE 2 MECHANICAL CONNECTORS EXCEPT WHERE TYPE 1 ARE PERMITTED AS INDICATED.

6. HEADED DEFORMED BARS (TERMINATORS) MUST BE INTEGRALLY FORMED OR THREADED DEVICES MEETING THE REQUIREMENTS OF ACI 318, SECTION 25.4.4.1.

7. UNLESS NOTED OTHERWISE ON THE DRAWINGS:

A. DEFORMED BAR COVER MUST CONFORM TO SPECIFIED CONCRETE COVER REQUIREMENTS OF ACI 318.

B. REINFORCEMENT MUST BE CONTINUOUS THROUGH CONSTRUCTION JOINTS.

C. APPROVAL FROM SER REQUIRED BEFORE WELDING NON-ASTM A706 Gr. 60 REINFORCEMENT .

D. APPROVAL FROM SER REQUIRED BEFORE FIELD BENDING REINFORCEMENT PARTIALLY EMBEDDED CONCRETE.

E. MATCH DOWELS TO THE LARGER OF MULTIPLE BAR SIZES.

8. DOWELS MUST BE SECURED WITH A RIGID TEMPLATE TO ENSURE SPLICE IS LOCATED INSIDE THE CONFINED REGION (REGION ENCLOSED BY SHEAR OR

HORIZONTAL REINFORCEMENT) OF CROSS-SECTION.

REINFORCING STEEL

CONDITION STANDARD AND GRADE MIN YIELD (KSI)

TYPICAL DEFORMED BAR ASTM A615 GR 60 OR

ASTM A706

LOCATION MIN 28-DAY

COMPRESSIVE

STRENGTH

(PSI)

FREEZING &

THAWING

CONCRETE CURB 4,000 S1

SULFATE WATER

CONTACT

ACI 318, CH. 19 EXPOSURE CATEGORIES

CORROSION

PROTECTION

F2 W1 C1

MAX

WATER/CEME

NT RATIO

0.45

CEMENT

TYPE

II

NOMINAL MAX

AGGREGATE

SIZE

1"

STRUCTURAL STEEL

WIDE FLANGES (W) AND TEES (WT)

CHANNELS (C & MC) AND ANGLES (L)

PLATE AND FLAT BAR STOCK (PL)

HSS

PIPE

OTHER STEEL

ASTM A992

ASTM A36

ASTM A36 GR 36

ASTM A500 GR C

ASTM A500 GR C

ASTM A53 GR B

ASTM A572

MIN YIELD

(KSI)

SHAPE

1. REFERENCES:

A. AISC 303-22 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

B. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

C. AISC 341-16 SEISMIC PROVISIONS FOR STEEL BUILDINGS.

D. AISC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS 2014.

2. STRUCTURAL STEEL WORK MUST BE PERFORMED BY AISC CERTIFIED FABRICATORS & ERECTORS.

3. STEEL CONSTRUCTION AND DESIGN AS PART A DEFERRED DESIGN SUBMITTAL MUST CONFORM TO AISC 360 AND AISC 303.

4. USE STRUCTURAL STEEL SHAPES (AS APPLICABLE PER THE DRAWINGS), WITH CROSS-SECTIONS PER ASTM A6, PER THE FOLLOWING TABLE.

5. PROVIDE PROTECTIVE COATING AT STEEL EXPOSED TO THE ENVIRONMENT. UNO ALL STEEL TO BE HOT DIPPED GALVANIZED.

6. MACHINE COLUMN ENDS AT SPLICES TO PROVIDE A FLUSH BEARING CONTACT SURFACE, UNLESS NOTED OTHERWISE.

7. CAMBER MUST BE COLD FORMED PER AISC SPECIFICATIONS AND TOLERANCES.

8. USE HIGH STRENGTH (HS) BOLTS PER ASTM F3125, GRADES AS INDICATED IN THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE.

9. SLIP-CRITICAL (SC) BOLTS MUST BE PER THE RCSC SPECIFICATION AND INSPECTED IN ACCORDANCE WITH THE IBC.

10. USE SNUG-TIGHT (ST) BOLTS PER THE RCSC WHEN SLIP-CRITICAL IS NOT IDENTIFIED IN THE DRAWINGS.

11. USE ASTM A449 BOLTS WITH ASTM F563 NUTS AND ASTM F436 HARDENED WASHERS FOR THROUGH BOLTING HSS SHAPES. BOLTS MUST BE SNUG TIGHT ONLY.

PROVIDE JAMB NUT TIGHTENED AGAINST STANDARD NUT TO FASTEN CONNECTOR.

12. DIRECT TENSION INDICATING (DTI) WASHERS, IF USED FOR HIGH STRENGTH BOLTS, MUST NOT BE TIGHTENED TO A FULLY CRUSHED CONDITION. DTI MUST HAVE THE MINIMUM ACCEPTABLE NUMBER OF TAPERED GAGE REJECTIONS BETWEEN LUGS. REJECTION OF GAGE AT EACH LUG LOCATION IS CAUSE FOR

REJECTION OF BOLT INSTALLATION.

13. CONTRACTOR MUST SUBMIT A BOLTING PROCEDURE PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL BY THE SER BEFORE BEGINNING

WORK.

14. BOLT HOLES CUT IN THE FIELD MUST BE DRILLED, NOT BURNED. BOLT HOLES CUT IN THE SHOP MAY BE DRILLED, WATER-JET OR LASER CUT; PLASMA CUTTING

HOLES NOT PERMITTED.

15. LOCATION OF EMBEDDED ELEMENTS MUST BE COORDINATED WITH CONTRACT DOCUMENTS.

16. STEEL COMPONENTS EMBEDDED IN CONCRETE OR MASONRY AT EXTERIOR LOCATIONS, EXPOSED TO EARTH, OR LOCATED IN UNCONDITIONED SPACE, MUST

BE HOT-DIPPED GALVANIZED PER ASTM A123.

17. AT INTERIOR CONDITIONS (NOT EXPOSED TO WEATHER) AND COMPONENTS EMBEDDED IN CONCRETE OR MASONRY MUST BE LEFT UNPAINTED.

18. ERECTION AIDS, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, MUST BE REMOVED AND THE AFFECTED ELEMENTS RESTORED TO ORIGINAL DESIGN INTENT. ERECTION AIDS AND OTHER ATTACHMENTS ARE NOT PERMITTED IN PROTECTED SEISMIC ZONES OF ELEMENTS WITHOUT PRIOR APPROVAL

FROM THE SER.

19. NOTIFY CONTRACTING OFFICER OF ANY FABRICATION OR ERECTION ERRORS, OR DEVIATIONS. WRITTEN APPROVAL IS REQUIRED BEFORE FIELD

CORRECTIONS ARE MADE.

STANDARD &

GRADE (UNO)

RECTANGULAR OR SQUARE

ROUND

BOLT DIAMETER

BOLT ASTM F3125 GRADE

BOLT FINISH/COATING

HEAVY HEX NUT

HARDENED WASHER (CIRCULAR, BEVELED OR

CLIPPED, AS REQ'D)

DIRECT TENSION INDICATING WASHERS

BOLT DIAM. 1-1/2 IN AND SMALLER

BOLT DIAM. UP TO 2-1/2 INCHES

TENSION CONTROLLED BOLTS (USE

MANUFACTURER SUPPLIED NUTS AND WASHERS)

7/8 INCH DIAMETER, UNO

A325, TYPE 1 UNO

ASTM F2329 HDG

ASTM A563 TYPE DH

ASTM F436 TYPE 1

ASTM F959

ASTM F2437

F1852 , TYPE 1

TYPICAL HIGH STRENGTH

BOLTS

STANDARD, GRADE, AND

NOTES

STRUCTURAL WELDING

1. REFERENCES:

A. AWS D1.1-18 STRUCTURAL WELDING CODE – STEEL.

2. WELDING MUST BE DONE BY AWS CERTIFIED WELDERS AND PER AWS D1.1.

3. USE LOW HYDROGEN E70XX ELECTRODE WITH TENSILE STRENGTH PER AWS D1.1, UNLESS NOTED OTHERWISE.

4. WELDS THAT ARE PART OF THE SEISMIC FORCE-RESISTING SYSTEM MUST HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FOOT-POUNDS AT 0° F.

5. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN USED IN THE DRAWINGS. CONTRACTOR MUST COORDINATE THE USE OF SHOP AND FIELD WELDS AS

NECESSARY. REPAIR ANY DAMAGED GALVANIZED COATINGS PER ASTM A123

6. FILLET WELD SIZES SHOWN ON DRAWINGS INDICATE THE MINIMUM LEG SIZE REQUIRED AT THE JOINT. INCREASE WELD SIZE BY ROOT GAP DIMENSION IF A GAP EXISTS AT THE JOINT. IF THE INCLUDED ANGLE OF THE TWO CONNECTED PLATES EXCEEDS 90°, THE WELD MUST BE CONTOURED TO PROVIDE AN EFFECTIVE THROAT DIMENSION NO LESS THAN 72% OF WELD SIZE INDICATED. IF NOT SHOWN THE MINIMUM FILLET WELD SIZE AT INTERIOR LOCATIONS MUST BE NO LESS

THAN 3/16 INCHES, AND NO LESS THAN 1/4 INCHES AT EXTERIOR LOCATIONS.

7. PARTIAL JOINT PENETRATION (PJP) GROOVE WELDS SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS AND MUST BE SIZED ACCORDINGLY

FOR THE WELD PROCESS USED.

8. COMPLETE JOINT PENETRATION (CJP) MUST HAVE A BACKUP BAR WITH RUNOFF TABS TO ACHIEVE FULL DEPTH OVER FULL LENGTH OF WELD. BACKGOUGING THE ROOT IS REQUIRED. BACKUP BAR MUST BE REMOVED AND GROUND SMOOTH, UNLESS NOTED OTHERWISE.

9. ULTRASONICALLY TEST (UT) CJP WELDS UPON COMPLETION OF THE WELDED JOINT. PLATE THICKNESS OF 5/16-INCH OR LESS MAY USE MAGNETIC PARTICLE

INSPECTION (MPI) OR EDDIE CURRENT ARRAY (ECA) TESTING.

10. QUALIFICATIONS AND WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 AND D1.8 MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. COPIES OF THE WPS MUST BE ON SITE AND AVAILABLE TO WELDERS AND THE SPECIAL INSPECTOR.

POST INSTALLED ANCHOR IN CONCRETE AND MASONRY

1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS CONSIST OF THE FOLLOWING ANCHOR TYPES OR APPROVED EQUAL:

2. ANCHOR CAPACITY USED IN DESIGN MUST BE BASED ON THE TECHNICAL DATA PUBLISHED IN THE ICC APPROVAL REPORT. SUBSTITUTION REQUESTS MUST INCLUDE ICC ESR REPORT SHOWING COMPLIANCE WITH RELEVANT BUILDING CODE AND INSTALLATION CATEGORY AND BE APPROVED IN WRITING BY THE

CONTRACTING OFFICER FOR REVIEW AND APPROVAL BY THE SER PRIOR TO USE.

3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING.

4. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

5. EXISTING DEFORMED BAR REINFORCEMENT IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED OTHERWISE, THE CONTRACTOR MUST LOCATE THE POSITION OF THE EXISTING REINFORCING BARS AND AVOID CUTTING.

6. DRILLING, CORING, SAW-CUTTING, ETC. INTO CONCRETE SHALL MEET THE LATEST OSHA REGULATIONS FOR SILICA DUST EXPOSURE.

7. ALL ANCHORS SHALL BE HOT-DIPPED GALVANIZED, UNO.

CONCRETE

SOLID-GROUTED

MASONRY

SCREW

EXPANSION

ADHESIVE

UNDERCUT

SCREWS

EXPANSION

ADHESIVE

CONDITION TYPE

HILTI KWIK HUS-EZ SCREW ANCHORS PER ICC ESR-3027

SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-2713

DEWALT WEDGE-BOLT+ PER ICC ESR-2526

HILTI KWIK-BOLT TZ2 ANCHOR PER ICC ESR-4266

SIMPSON STRONG BOLT 2 ANCHOR PER ICC ESR-3037

DEWALT POWER-STUD+ SD1 ANCHOR PER ICC ESR-2818

HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM PER ICC ESR-3187

SIMPSON SET-XP ADHESIVE ANCHOR SYSTEM PER ICC ESR-2508

DEWALT PE1000+ ADHESIVE ANCHOR SYSTEM PER ICC ESR-2583

HILTI HDA-P UNDERCUT ANCHOR PER ICC ESR-1546

SIMPSON TORQ-CUT SELF UNDERCUTTING ANCHOR PER ICC ESR-2705

DEWALT CCU+ UNDERCUT ANCHOR CARBON STEEL PER ICC ESR-4810

HILTI KWIK HUS-EZ SCREW ANCHORS PER ICC ESR-3056

SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-2713

DEWALT SCREW-BOLT+ PER ICC ESR-4042

HILTI KWIK-BOLT 3 ANCHOR PER ICC ESR-1385

SIMPSON STRONG BOLT 2 ANCHOR PER UES ER-240

DEWALT POWER-STUD+ SD1 ANCHOR PER ICC ESR-2966

HILTI HIT-HY 270 ADHESIVE SYSTEM PER ICC ESR-4143

SIMPSON SET-XP ADHESIVE SYSTEM PER IAPMO UES ER-265

DEWALT AC100+GOLD ADHESIVE SYSTEM PER ICC ESR-3200

(STEEL ANCHOR MUST BE ASTM F1554 GRADE 55 CONTINUOUSLY

THREADED ROD PER DRAWINGS)

ACCEPTABLE

ANCHORS

SPECIAL INSPECTION AND TESTING

1. SPECIAL INSPECTION AND TESTING MUST CONFORM TO SECTION 1704 OF THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY H-18-8.

2. ONE OR MORE QUALIFIED SPECIAL INSPECTION & TESTING AGENCIES MUST BE EMPLOYED TO PERFORM THE NECESSARY INSPECTION OF IBC SECTION 1705, AS APPLICABLE. QUALIFICATIONS FOR SPECIAL INSPECTION AND TESTING AGENCIES AND INSPECTORS MUST BE SUBMITTED TO THE CONTRACTING

OFFICER FOR REVIEW AND APPROVAL.

3. SPECIAL INSPECTOR QUALIFICATIONS MUST MEET THE REQUIREMENTS OF SPECIFICATION SECTION 01 45 35.

• FOR STATEMENT OF SPECIAL INSPECTION SEE PROJECT SPECIFICATIONS.

5. REPORTING ON SPECIAL INSPECTION AND TESTING MUST CONFORM TO IBC SECTION 1704.5 AND BE SUBMITTED TO THE CONTRACTING OFFICER WEEKLY , OR AS REQUIRED BY THE SPECIFICATIONS.

1. STRUCTURAL OBSERVATIONS MUST BE PERFORMED BY THE DESIGNATED REPRESENTATIVE BY THE GOVERNMENT, FOR THE FOLLOWING:

A. STRUCTURAL STEEL: BEAMS AND POST.

B. ANCHORAGE POST INSTALLED ANCHORS.

2. CONTRACTOR MUST NOTIFY CONTRACTING OFFICER 14 DAYS IN ADVANCE OF WHEN WORK IS EXPECTED TO COORDINATE THE DATE OF OBSERVATION.

3. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY OF SPECIAL INSPECTION REQUIREMENTS.

STRUCTURAL OBSERVATIONS

INDICATES STEP FOOTING PER DETAIL

INDICATES STEP IN SLAB / DECK

INDICATES SLOPE IN SLAB / DECK

INDICATES APPROXIMATE SPOT ELEVATION

CENTERLINE

STRUCTURAL DRAWING SYMBOLS

S S

CL

SECTION OR ELEVATION CUT

SECTION, DETAIL, OR ELEVATION CALLOUT

DRAWING WHERE SECTION, DETAIL OR

ELEVATION IS SHOWN OR CALLED

FROM

TITLE

SCALE: X' = X'-XX"

PLAN

N XXXXX.XX

E XXXXX.XX

COORDINATES

GRID NO.XX

X x-xx

X x-xx

0.5%

SLOPE

WORK POINT

# PLAN REVISION

WP ##

ELEVATION OF COMPONENTS

T/XXXX

EL ##.#

x-xx

TITLE

SCALE: X' = X'-XX"

SECTION, DETAIL, OR ELEVATIONX

TRUE

NORTH

& AND

@ AT

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

AR ANCHOR RODS

ARCH ARCHITECT

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

ATFP ANTI-TERRORISM FORCE

PROTECTION

BAL BALANCE

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BM BEAM

BOT BOTTOM

BRG BEARING

BTB BACK TO BACK

BTWN BETWEEN

CFS COLD-FORMED STEEL

CG CENTER OF GRAVITY

CIP CAST IN PLACE

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CTR CENTER

DBL DOUBLE

DEMO DEMOLISH

DET DETAIL

DIA OR Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DL DEAD LOAD

DWG DRAWING

E EAST

EA EACH

EF EACH FACE

EL ELEVATION

ELEC ELECTRIC

EMBED EMBEDMENT

ENGR ENGINEER

EQ EQUAL

EQUIV EQUIVALENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FIN FINISH(ED)

FIN FLR FINISHED FLOOR

FLG FLANGE

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD, FACE OF STEEL

FRMG FRAMING

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

FV FIELD VERIFY

GA GAGE

GALV GALVANIZED

HDG HOT-DIP GALVANIZED

HORIZ HORIZONTAL

HS HIGH STRENGTH

HSA HEADED STUD ANCHOR

HT HEIGHT

ID INSIDE DIAMETER

IJ ISOLATION JOINT

IN INCH

INFO INFORMATION

INT INTERIOR

WSP USA Inc.

Suite 550

Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

1201 Pacific Ave

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE: Office of Capital Projects

S-002

ABRREVIATIONS AND SYMBOLS

NRT JKM

100% CONSTRUCTION

DOCUMENTS (CD)

11/17/2025

662-23-111

SAN FRANCISCO VA MEDICAL CENTER - SAN

FRANCISCO, CA

REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATORSPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

JBE JOIST BEARING ELEVATION

JT JOINT

KSI KIPS PER SQUARE INCH

LBS POUNDS

LF LINEAR FEET

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGINTUDINAL

LSL LONG SLOTTED HOLE

LSLP LONG SLOTTED HOLE PARALLEL

LSLT LONG SLOTTED HOLE

TRANSVERSE

LT GA LIGHT GAGE

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

# NUMBER

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OWJ OPEN WEB JOIST

PAF POWDER ACTUATED FASTENERS

PCF POUNDS PER CUBIC FOOT

PEMB PRE-ENGINEERED METAL

BUILDING

PERP PERPENDICULAR

PH PHASE

PL PLATE

PLWD PLYWOOD

PNL PANEL

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST TENSIONED

QTY QUANTITY

R RADIUS

REF REFERENCE

REINF REINFORCE, REINFORCEMENT

REQD REQUIRED

REV REVISION

RO ROUGH OPENING

S SOUTH

SC SLIP-CRITICAL

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPA SPACE, SPACING

SPEC SPECIFICATION

SQ SQUARE

SSL SHORT SLOTTED HOLE

SSLP SHORT SLOTTED HOLE PARALLEL

SSLT SHORT SLOTTED HOLE

TRANSVERSE

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SHEAR WALL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

TEMP TEMPORARY

THK THICK

THRU THROUGH

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TRANSV TRANSVERSE

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

WP WORKING POINT

WT WEIGHT

WTS WELDED THREADED STUDS

WWR WELDED WIRE REINFORCEMENT

PROJECT

NORTH

TRUE NORTH

(DASHED)

A

A.5

161514

14 15 16

A

A.5

S-101C6

HSS4X4X3/16

E1

S-101

CONC CURB PER

TYP

/E1 S-101

TYP

EXIST 12" CMU WALL W/ #5 @ 16"

OC EF VERT & #6 @ 16" HORIZ

ROUGHEN TO 3/16"

AMPLITUDE AND APPLY CONC

BONDING AGENT. EPOXY

CONT #5 CURB HORZ REINF

INTO EXITING COLUMNS.

EMBED 3" DO NOT DAMAGE

EXISTING REINF., TYP

LVL 4

32' - 4"

ROOF

47' - 2 1/2"

AA.5

HSS4X4X3/16

H S

S X

X

/1

F3

S-101

EXIST W12x26

E7

S-101

S-101

E5

F5

S-101

LVL 4

32' - 4"

CONC CURB PER

ARCH DRAWINGS

#5 @ 24" OC MAX CENTER ON CURB. MAX 4" FROM

END OF CURB. EMBED. MAX 2" W/ EPOXY

ADHESIVE. DO NOT DRILL WITHIN 6" OF EXISTING

PD TENDONS

DO NOT DAMAGE EXIST CONC DECK REINF. OR PT

STEEL. LOCATE EXISTING PT STEEL AND NON PT

SLAB REINF PRIOR TO DRILLING W/ NON-

DESTRUCTIVE EXPLORATION.

ROUGHEN TO 3/16"

AMPLITUDE AND APPLY

CONC BONDING AGENT

EXIST 5" POST-TENSIONED CONC DECK

STOREFRONT PER ARCH

#5 CONT

6" M

A X

4" M

IN

6" MIN

EXIST POST-TENSIONED

CABLE WHERE LOCATED

NOTE:

LOCATION PT TENDONS PRIOR TO

FABRICATION OF STOREFRONT. CONTACT

COR IF DIMENSIONS CANNOT BE

MAINTAINED..

3" 3"

3" 3"

CL POST & CURB

CL POST & CURB1 1/2"

4"

1 1/2"

1/

2"

4" 1 1/

2"

CONC CURB

PER

STL PL1/2.

TOS FLUSH W/ TOP OF CURB

POST PER PLAN

(4) 1/2"Øx4" HSA

1/4

/E1 S-101

EXIST 12" CMU WALL.

LOCATE EXIST REINF PRIOR

TO DRILLING.

DO NOT DAMAGE EXIST REINF

CL POST & CURB

CL POST & CURB

STL PL1/2x6X6

POST PER PLAN

(2) 1/2"Ø GALV THREADED ROD T&B

W/ EPOXY & 4" EMBED. CTR ON PL

1/4

BEAM PER PLAN, TYP

NOTE:

LOCATION OF ANCHORS MAY BE SHIFTED UP TO 1" IN ANY

DIRECTION TO AVOID CONFLICT WITH EXISTING REINFORCEMENT.

MAINTAIN ANY MINIMUM AND MAXIMUM DIMENSIONS.

1/4

(2) 1/2"Ø GALV THREADED ROD W/

EPOXY & 4" EMBED. CTR ANCHORS

ON PLATE

MIN TYP

1 1/2"

EXIST #8 VERT FV

EXIST #4 TIES @ 4" OC FV

EXIST CONC COL.

LOCATE EXIST REINF PRIOR

TO DRILLING.

DO NOT DAMAGE EXIST REINF

BEAM PER ELEV, TYP

MAX

2"

NOTE:

LOCATION OF ANCHORS MAY BE SHIFTED UP TO 1" IN ANY

DIRECTION TO AVOID CONFLICT WITH EXISTING REINFORCEMENT.

MAINTAIN ANY MINIMUM AND MAXIMUM DIMENSIONS.

CL POST & BEAM

L6x4x1/2 LLV EA SIDE OF

POST W/ 3/4"Ø A307 BOLT

POST PER PLAN

1/4

3 SIDES

EXIST BEAM

G A

P 1"

E Q

E Q

VERT LSL CTRD ON L6

CENTER BOLT IN SLOT.

HAND TIGHT.

DAMAGE THREADS TO

PREVENT NUT LOOSENING

2"

5"

CL POST & BEAM

POST PER PLAN

1/4

BEAM PER ELEV

1/4

BASE PL PER BOLLARD MFR

3/8" SS WEDGE ANCHOR W/ 1 1/2" EMBED.

SEE NOTE

EXIST C5" POST

TENSIONED CONC SLAB

PRE-MANUFACTURED FLEXIBLE

BOLLARD

MAX CAPACITY OF BOLLARD

FLEXIBILITY AT BASE = 300 LB-FT

NOTE:

DO NOT TRILL WITHIN 6" OF EXISTING PT TENDONS. DO NOT

DAMAGE EXIST CONC DECK REINF. OR PT STEEL. LOCATE

EXISTING PT STEEL AND NON PT SLAB REINF PRIOR TO

DRILLING W/ NON-DESTRUCTIVE EXPLORATION.

WSP USA Inc.

Suite 550

Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

1201 Pacific Ave

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE: Office of Capital Projects

S-101

LEVEL 4 - STRUCTURAL PLAN, DETAILS, AND

ELEVATIONS

NRT JKM

100% CONSTRUCTION

DOCUMENTS (CD)

11/17/2025

662-23-111

SAN FRANCISCO VA MEDICAL CENTER - SAN

FRANCISCO, CA

REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATORSPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

PLAN NOTES:

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES. THESE NOTES & DETAILS ON THIS

SHEET SHALL BE USED WHERE APPLICABLE, WHETHER SPECIFICALLY REFERENCED OR NOT.

2. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ANY DIMENSIONS, OPENINGS, AND

ELEVATIONS NOT SHOWN.

3. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE FOLLOWING:

A. DIMENSIONS NOT SHOWN.

B. OPENINGS NOT SHOWN.

C. FLOOR ELEVATIONS.

4. FOR TYPICAL OPENINGS EXACT LOCATION AND SIZE, SEE ARCHITECTURAL AND MECHANICAL

DRAWINGS.

5. DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED PRIOR TO STEEL FABRICATION AND

ERECTION.

KEY PLAN

3/8" = 1'-0" C1

LEVEL 4 - STRUCTURAL PLAN

3/8" = 1'-0"

C6

STRUCTURAL FRAME ELEVATION

1" = 1'-0" E1

CONC CURB DETAIL

Revisions: Date:

1 1/2" = 1'-0" E3

POST BASE

1 1/2" = 1'-0" F3

BEAM TO EXIST WALL CONN

1 1/2" = 1'-0"

F5

BEAM TO EXIST CONC COL CONN

1 1/2" = 1'-0" E7

POST TO EXIST CONN

1 1/2" = 1'-0"

E5

TYP POST TO BEAM CONN

1 1/2" = 1'-0" F7

BOLLARD TO EXIST SLAB CONN

14 15 16

A

A.5

ELEV

ELEV LOBBY

EQUIP

2"ø SD

2"ø SD

14 15 16

A

A.5

ELEV LOBBY

ELEV

EQUIP

2"ø

2"ø SD

2"ø SD

P-101

WATER TO FLOW TO

EXISTING ROOF DECK

DRAIN.

REPLACE DRAIN GRATE.

DRAIN BODY IS

EXISTING TO REMAIN.

DRAIN IS EQUAL TO

ZURN Z533.

CONDUCTOR HEAD AND

DOWNSPOUT

SD

AREA SHOWN

PROJECT

NORTH

PIPING SYMBOLS

PIPING SYSTEMS

ADDITIONAL SYMBOLS

PL4

DETAIL NUMBER

DRAWING NUMBER WHERE DRAWN

STORM WATERSD

DROP IN PIPE

WYE

DIRECTION OF PIPE PITCH (DOWN)

PIPE UP

PIPE DOWN

POINT OF CONNECTION BETWEEN NEW

AND EXISTING WORK

LIMIT OF DEMOLITION

EXISTING PIPE TO BE REMOVEDX

CONCRETE WALL

STORM WATER PIPE

FOAM

SEALANT

CONDUCTOR HEAD

AND DOWNSPOUT.

SEE ARCHITECTURAL

DRAWINGS

CORE DRILL HOLE

THROUGH

CONCRETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of

Capital Projects

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ ENGINEER OF RECORD

A/E:

STAMPCONSULTANT/ DISCIPLINE

321 4 5 6 7 8 9 10

DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 300

KENT, WA 98032

11/10/2025 1:50:33 PM

Autodesk Docs://SDB VA CA SF B221 Elevator

662-23-111/VASF_B221

Elevator_ME_SDB.rvt

P-101

PLUMBING FLOOR PLANS

MGH/JW TG/JM/CY

100% CONSTRUCTION

DOCUMENTS

11/17/2025

662-23-111REPAIR AND WEATHERIZE

PARKING STRUCTURE 211

ELEVATOR

VA MEDICAL CENTER - SAN FRANCISCO, CA

1/4" = 1'-0"1

LEVEL 4 - PLUMBING DEMOLITION FLOOR PLAN

1/4" = 1'-0"2

LEVEL 4 - PLUMBING FLOOR PLAN

AREA OF WORK

PROJECT

NORTH

PROJECT

NORTH

KEY PLAN

DEMOLITION GENERAL NOTES

1. REFER TO ALL DRAWINGS FOR COORDINATION BETWEEN DEMOLITION

AND NEW WORK. COORDINATE DEMOLITION WORK WITH THAT OF OTHER

TRADES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING:

A. PROTECTING, COVERING, AND SEALING EXISTING EQUIPMENT

AND SURROUNDINGS DURING DEMOLITION FROM DIRT, DUST, AND

DEBRIS.

B. ENSURING THE SAFE PASSAGE OF PERSONS IN AND AROUND THE

BUILDING DURING DEMOLITION.

C. PREVENTING INJURY TO PERSONS AND DAMAGE TO PROPERTY.

D. PROVIDING ADEQUATE SHORING AND BRACING TO PREVENT

COLLAPSE.

E. REPAIRING DAMAGED PROPERTY TO ITS ORIGINAL CONDITION

IMMEDIATELY AFTER THE DAMAGE OCCURS.

F. TAKING EFFECTIVE MEASURES TO PREVENT DUST MIGRATION.

3. MAINTAIN ALL UTILITIES EXCEPT THOSE REQUIRING REMOVAL OR

RELOCATION. KEEP UTILITIES IN SERVICE AND PROTECT FROM DAMAGE.

DO NOT INTERRUPT UTILITIES SERVING AREAS OUTSIDE OF PRESENT

SCOPE WITHOUT FIRST OBTAINING PERMISSION FROM OWNER. PROVIDE

TEMPORARY SERVICES AS REQUIRED.

KEYNOTES #

GENERAL NOTES

1. CONTRACTOR MUST VERIFY ALL DIMENSIONS BY FIELD MEASUREMENT

BEFORE BEGINNING ANY FABRICATION OR CONSTRUCTION.

2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES, VA

STANDARDS, AND SPECIFICATIONS.

3. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS. IN CASES OF CONFLICT

BETWEEN MANUFACTURER REQUIREMENTS, DRAWINGS, OR

SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.

4. COORDINATE INSTALLATION OF EQUIPMENT AND MATERIALS WITH

OTHER TRADES.

5. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS OR ELECTRONIC

EQUIPMENT.

6. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND

VA COR PRIOR TO ANY CUTTING OF WALLS AND ROOF.

7. INSTALL ALL STORM WATER PIPING WITH A MINIMUM OF 1/4" PER LINEAR

FOOT (2%) SLOPE.

DEMO EXISTING ROOF STORM WATER AND OVERFLOW PIPING UP TO

ROOF DRAIN RISER CONNECTION.

CORE DRILL THROUGH EXISTING WALL. ROUTE STORM WATER PIPING TO

DRAIN INTO CONDUCTOR HEAD AND ASSOCIATED GUTTER. SEE

ARCHITECTURAL PLANS FOR FURTHER INFORMATION.

INSULATE STORM WATER PIPING IN ACCORDANCE WITH SPECIFICATION

SECTION 22 07 11.

NTS3

STORM WATER PIPE THROUGH CONCRETE WALL DETAIL

Revisions: Date:

11/12/25

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S.