36C10F19B0006-003.pdf

PARKING STRUCTURE AND ENTRY DRIVE

ARCHITECT

Stantec Architecture, INC 901 Market St. #600 San Francisco, CA 94103

STRUCTURAL

Degenkolb Engineers 600 University Street, Suite 720 Seattle, WA 98101

MECHANICAL/PLUMBING

Stantec Consulting Services, INC 1932 First Avenue, Suite 307 Seattle, WA 98101

ELECTRICAL

Sparling Inc 720 Olive Way, Suite 1400 Seattle, WA 98101-1853

ASSOCIATE ARCHITECT

The Design Partnership, LLP 1412 Van Ness Avenue San Francisco, CA 94109

CIVIL

Coughlin Porter Lundeen 413 Pine Street, Suite 300 Seattle, WA 98101

LANDSCAPE

Nakano Associates 3609 So. Mt. Baker Blvd Seattle, WA 98144

SECURITY & INFORMATION TECHNOLOGY

Teecom Design Group 1333 Broadway, Suite 601 Oakland, CA 94612

VERTICAL TRANSPORTATION

Lerch Bates Inc 8089 S. Lincoln Suite 205 Littleton, CA 80122

WAYFINDING/SIGNAGE

Aesthetics, Inc 301 Spruce Street San Diego, CA 92103

SPECIFICATIONS

GEOTECHNICIAL

Geoengineers 8410 154th Avenue Ne Redmond, WE 98052

FIRE PROTECTION

Hughes Associates, Inc 2551 San Ramon Valley Blvd, Suite San Ramon, CA 94583

Gregory P. Luth & Associates, Inc 3350 Scott Blvd. Bldg 48 Santa Clara, CA 95054

Stantec Architecture, Inc.

1201 J Street Studio 100 Sacramento, CA 95814

COST

Davis Langdon 719 Second Avenue, Suite 400 Seattle WA 98104

TRAFFIC & PARKING

William Popp Associates 1440 Bel-Red Rd, Suite 206 Bellevue, WA 98007

SITE SURVEY

PLS, Inc.

317 NW Gilman Blvd. No. 29 Issaquah, WA 98027

VA PROJECT # 663-405A PHASE 1

VAPSHCS SEATTLE DIVISION

VOLUME 2

PARKING STRUCTURE AND ENTRY DRIVE

File: __VAPS-PScompletionproject-DRAWINGS_20180702.pdf, 1 of 38, 28/09/2018

COMPLETION PROJECT - JULY 2, 2018 - REV1

TRANS

TRANS

MW

SL

SP

x x x x x

TRANS

TRANS

TS

E X R E I N F O R C E D T U R F F I R E L A N E

4 " S S P E

S41°10' 58"E 25.01'

Δ =8°17'0 4 R=1960 .00'L=283.40 '

S48° 25' 29"E 150. 08 '

S87°17' 33"E 366.48 '

Δ = 38°52 '04R= 120.00 'L=81.40'

Δ = 38°41 '25R= 180.00 'L= 12 1.55 '

S1 5 °1 3

' 03 "W

4 2.

1 5'

S87°08' 01"E 604.66 '

N10°3 3 '2 8 "W 1 31 9 .82 '

N87°01'02"W 996.66'

347.94

348.26

346.57

346.41

350.22

STOP

STOP

S

TO

P

STOP

NO PARKING

STOP

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FI

RE

L A N E

N O

P A

RK

IN

G

PROJECT AREA

BEAC

O

N

AVEN

U E

COLOMBIAN W

AY

PROJECT AREA

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

FULLY SPRINKLERED

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F on e e igh t in ch on e f oo t on e q ua rte r in ch on e f oo t thr ee ei gh t in ch on e f oo t on e h alf in ch on e f oo t thr ee qu ar ter in ch on e f oo t on e i nc h = on e f oo t on e a nd on e h alf in ch es on e f oo t thr ee in ch es on e f oo t

6"

6"

6"

6"

Department of Veterans Affairs

987654321

Drawing Scale

VOL. 2

JUNE 05, 2013

CONSTRUCTION DOCUMENT 2

1 : 2700

SCGA

1660 South Columbian Way, Seattle, WA 98105

PS - SHEET INDEX

G001

Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1

VA#663-405A

PROJECT SITE LOCATION MAP PROJECT INFORMATION VA STANDARDS, APPLICABLE CODES &

EXECUTIVE ORDERS - MASTER LIST

1. VA Architectural Design Manual PG-18-10

2. Physical Security Design Manual for VA Facilities - Life-Safety Protected

3. VA Program Guide PG-18-3

4. Handbook H-18-8, VA Seismic Design Requirements

5. VA Sustainable Design and Energy Reduction Manual

6. VA Master Construction Specifications PG-18-1

7. Uniform Federal Accessibility Standards (UFAS)

8. VA Supplement to the UFAS, Barrier Free Design Guide PG-18-13

9. ADA- ABA Accessibility Standards, 2004 Edition 10.All other Directives, Design Guides, Design Manuals and Handbooks, not listed above, located on the VA Technical Information Library (TIL, at <http://www.cfm.va.gov/TIL/>) 11.NFPA 101, Life Safety Code, 2009 Edition 12.NFPA National Fire Codes, with the exception of NFPA 5000 and NFPA 900 13.Occupational, Safety and Health Administration (OSHA) Standards 14.National Electrical Code (NEC) 15.National Standard Plumbing Code (NSPC) 16.Safety Code for Elevators and Escalators, ASME A17.1 17.ASME Boiler and Pressure Vessel Code 18.ASME Code for Pressure Piping 19.Building Code Requirements for Reinforced Concrete (ACI 318-2 and ACI318-R2 20.Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, AISC 21.Energy Policy Act of 2005 (EP Act) 22.Federal Leadership in High Performance and Sustainable Buildings: Memorandum of Understanding 23.Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management 24.Ventilation for Acceptable Indoor Air Quality - ASHRAE Standard 62.1 - 2004 25.Safety Standard for Refrigeration Systems - ASHRAE Standard 15 - 2007 26.International Building Code (IBC), 2009 Edition 27.Washington State Energy Code, 2006 Edition

Parking Structure Occupancy Classification: S-2, IBC Construction Type: IIB (Both Open and Enclosed Portions), IBC

- Structural frame, columns, girders, trusses 0-Hr. Fire Resistive Rating Req’d

- Bearing Walls, exterior 0-Hr. Fire Resistive Rating Req’d

- Bearing Walls, interior 0-Hr. Fire Resistive Rating Req’d

- Floor Construction 0-Hr. Fire Resistive Rating Req’d

- Roof Construction 0-Hr. Fire Resistive Rating Req’d

Building Classification: Open Parking Structure, (East Wing: Enclosed Parking Structure) Fire Protection: Fully Sprinklered Building Floors: 7 floors Building Area: 411,859 SF

Architectural:

1. VA Architectural Design Manual PG-18-10

2. Physical Security Design Manual for VA Facilities - Life-Safety Protected

3. VA Program Guide PG-18-3

4. Handbook H-18-8, VA Seismic Design Requirements

5. VA Sustainable Design and Energy Reduction Manual

6. VA Master Construction Specifications PG-18-1

7. Uniform Federal Accessibility Standards (UFAS)

8. VA Supplement to the UFAS, Barrier Free Design Guide PG-18-13

9. ADA-ABA Accessibility Standards, 2004 Edition 10.All other Directives, Design Guides, Design Manuals and Handbooks, not listed above, located on the VA Technical Information Library (TIL, at <http://www.cfm.va.gov/TIL/>) 11.NFPA 101, Life Safety Code, 2009 Edition 12.NFPA National Fire Codes, with the exception of NFPA 5000 and NFPA 13.Federal Leadership in High Performance and Sustainable Buildings:

Memorandum of Understanding 14.Ventilation for Acceptable Indoor Air Quality - ASHRAE Standard 62.1 - 15.International Building Code (IBC), 2009 Edition

Structural:

1. Physical Security Design Manual for VA Facilities - Life-Safety Protected

2. VA Program Guide PG-18-3

3. Handbook H-18-8, VA Seismic Design Requirements

4. VA Sustainable Design and Energy Reduction Manual

5. VA Master Construction Specifications PG-18-1

6. All other Directives, Design Guides, Design Manuals and Handbooks, not listed above, located on the VA Technical Information Library (TIL, at <http://www.cfm.va.gov/TIL/>)

7. Occupational, Safety and Health Administration (OSHA) Standards

8. Building Code Requirements for Reinforced Concrete (ACI 318-2 and

ACI318-R2

9. Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, AISC 10.Federal Leadership in High Performance and Sustainable Buildings:

Memorandum of Understanding 11.Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management 12.International Building Code (IBC), 2009 Edition Mechanical & Plumbing:

1. Physical Security Design Manual for VA Facilities - Life-Safety Protected

2. Handbook H-18-8, VA Seismic Design Requirements

3. VA Sustainable Design and Energy Reduction Manual

4. VA Master Construction Specifications PG-18-1

5. All other Directives, Design Guides, Design Manuals and Handbooks, not listed above, located on the VA Technical Information Library (TIL, at <http://www.cfm.va.gov/TIL/>)

6. NFPA 101, Life Safety Code, 2009 Edition

7. NFPA National Fire Codes, with the exception of NFPA 5000 and NFPA 900

8. Occupational, Safety and Health Administration (OSHA) Standards

9. National Standard Plumbing Code (NSPC) 10.ASME Boiler and Pressure Vessel Code 11.ASME Code for Pressure Piping 12.Energy Policy Act of 2005 (EP Act) 13.Federal Leadership in High Performance and Sustainable Buildings:

Memorandum of Understanding 14.Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management 15.Ventilation for Acceptable Indoor Air Quality - ASHRAE Standard 62.1 - 2004 16.Safety Standard for Refrigeration Systems - ASHRAE Standard 15 - 2007 17.International Building Code (IBC), 2009 Edition 18.Washington State Energy Code, 2006 Edition

VA STANDARDS,CODES

& EXECUTIVE ORDERS - By Discipline

PROJECT SITE VICINITY MAP Parking Schedule

Description Count Level 1 Tower Typical 147

Level 2 Tower Typical 149

Level 3 Tower Typical 148

Level 4 Tower Typical 85

Level B1 Tower

DAV 5

Typical 123

Level B2 East Wing

ACC. 13

SCI/D 19

SCI/D (VAN) 13

Level B2 Tower

DAV 5

Typical 139

Level B3 East Wing

ACC. 13

SCI/D 19

SCI/D (VAN) 13

Level B3 Tower Typical 123 Grand total: 1014

NORTH

G000 VOLUME 3 COVER PAGE

G001 SHEET INDEX

G002 ABBREVIATIONS

SF068 SITE DETAILS RETAINING WALLS

LEGEND & SCHEDULE

PL002 PLUMBING SCHEDULES

PL110 LEVEL B3 TOWER PLUMBING PLAN

PL120 LEVEL B2 TOWER PLUMBING PLAN

PL130 LEVEL B1 TOWER PLUMBING PLAN

PL140 LEVEL 1 TOWER PLUMBING PLAN

PL150 LEVEL 2 TOWER PLUMBING PLAN

PL160 LEVEL 3 TOWER PLUMBING PLAN

PL170 LEVEL 4 TOWER PLUMBING PLAN

SHEET INDEX (CONTD)

GENERAL INFORMATION

PLUMBING

SHEET INDEX (CONTD)SHEET INDEX (CONTD)SHEET INDEX (CONTD)SHEET INDEX (CONTD)SHEET INDEX (CONTD)

Motorcycle Parking Schedule

Description Count Level 2 Tower Motorcycle 5

Level 3 Tower Motorcycle 5

Level B1 Tower Motorcycle 40 Grand total: 50

Bicycle Parking Schedule

Description Rack Count

LEVEL B1

Bicycles (5 ea rack)

GROUND LEVEL

Bicycles (3 ea rack)

Bicycles (5 ea rack)

Grand Total: 48

STRUCTURAL

FLOOR/CEILING PLANS

AE110 LEVEL B3 TOWER

AE111 LEVEL B3 (TOWER) - RCP

AE112 LEVEL B3 EAST WING

AE113 LEVEL B3 (EAST WING)-RCP

AE120 LEVEL B2 TOWER

AE121 LEVEL B2 (TOWER) - RCP

AE122 LEVEL B2 EAST WING

AE130 LEVEL B1 TOWER

AE131 LEVEL B1 (TOWER)-RCP

AE140 LEVEL 1 TOWER

AE141 LEVEL 1 (TOWER) RCP

AE150 LEVEL 2 TOWER

AE151 LEVEL 2 (TOWER) RCP

AE160 LEVEL 3 TOWER

AE161 LEVEL 3 AND 4 (TOWER) RCP

AE170 LEVEL 4 TOWER

SECTIONS

AE302 BLDG SECTIONS @ TOWER

VERTICAL CIRCULATION

AE702 STAIR #2 PLANS & SECTIONS

AE703 STAIR #3 PLANS & SECTIONS

AE705 STAIR#5 PLANS AND SECTIONS

DETAILS & SCHEDULES

AE871 MISCELLANEOUS DETAILS

AE872 MISCELLANEOUS

1. For Fire Life Safety information, including exit travel distances, occupancy load, fire extinguisher cabinet locations and exit sign see sheets FA811 through FA870

FIRE LIFE SAFETY

PARKING STRUCTURE AND ENTRY DRIVE

COMPLETION PROJECT - JULY 2, 2018

Delta No Date Revision Description

1 01.17.2014 CONFORMED TO BID ADDENDA

2 CO-02 NOT USED BT ARCH

3 02.06.2014 CO-03

4 07/02/2018 COMPLETION PROJECT

File: __VAPS-PScompletionproject-DRAWINGS_20180702.pdf, 2 of 38, 28/09/2018 s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s

FLOOR PLANS

SB110 LEVEL B3 FOUNDATION PLAN (TOWER)

SF120 LEVEL B2 FRAMING PLAN (TOWER)

SF130 LEVEL B1 FRAMING PLAN (TOWER)

SF140 LEVEL 1 FRAMING PLAN (TOWER)

SF150 LEVEL 2 FRAMING PLAN (TOWER)

SF160 LEVEL 3 FRAMING PLAN (TOWER)

COLUMN LINE SYMBOL

EXISTING COLUMN GRID SYMBOL

ROOM IDENTIFIER

FINISH IDENTIFIER

CEILING HEIGHT

DETAIL SYMBOL

ELEVATION/SECTION SYMBOL

ELEVATION OR SECTION CUT

PLAN DETAIL

DETAIL

BUILDING & WALL SECTION

INTERIOR ELEVATION

HEIGHT/ELEVATION SYMBOL

INDICATES HEIGHT FROM GIVEN POINT

MATCHLINE

DOOR SYMBOL

EQUIPMENT/FURNITURE KEY

KEYNOTE SYMBOL

SEE SHEET NOTES FOR REFERENCE

PARTITION TYPE SYMBOL

"B" FOR BACKING TYPE W/O

WINDOW TYPE SYMBOL

SEE DETAIL SHEETS FOR TYPE

GLAZING TYPE SYMBOL

SEE DETAIL SHEETS FOR TYPE

REVISION SYMBOL

GL

CLOUD INDICATES AREA OF REVISION

REVISION NUMBER

ACTUAL ROOM AREA

PROJECTED ROOM AREA

ROOM NAME

FLOOR FINISH TYPE

BASE FINISH TYPE

WALL FINISH TYPE

CEILING HEIGHT (ON RCP)

DOOR NUMBER

DOOR SIZE AND DOOR TYPE

EQUIPMENT NUMBER, SEE EQUIPMENT

LISTEQUIPMENT/FURNITURE NUMBER

DETAIL NUMBER

SHEET LOCATION

DETAIL NUMBER

SHEET LOCATION

ARROW INDICATES DIRECTION OF

COLUMN LINE

COLUMN DESIGNATION

COLUMN LINE

COLUMN DESIGNATION

9'-0" A.F.F.

A101

SIM

A101

SIM

A8.01

A101

SIM

A 2 C 3

A101

1i

XX

XXXX

NEW DOOR

1t

BDRM

130/

CEILING FINISH TYPE

20SZ

3W54A

F

MATCH LINE

SEE

ELECTRICAL & SIGNAL

FLOOR BOX FB

9'-0"

FLOOR PLAN SYMBOL

FLOOR DRAIN, SPD FD

MAIN

ENTRY

MAIN ENTRY SYMBOL

B

SEE DETAIL SHEETS FOR TYPE

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

FULLY SPRINKLERED

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F on e e igh t in ch on e f oo t on e q ua rte r in ch on e f oo t thr ee ei gh t in ch on e f oo t on e h alf in ch on e f oo t thr ee qu ar ter in ch on e f oo t on e i nc h = on e f oo t on e a nd on e h alf in ch es on e f oo t thr ee in ch es on e f oo t

6"

6"

6"

6"

Department of Veterans Affairs

987654321

Drawing Scale

VOL. 2

JUNE 05, 2013

CONSTRUCTION DOCUMENT 2

3/32" = 1'-0"

AuthorChecker

1660 South Columbian Way, Seattle, WA 98105

ABBREVIATIONS

G002

Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1

VA#663-405A

1.

SYMBOLS

1. THESE DRAWINGS, THE PROJECT MANUAL (WHICH INCLUDES GENERAL

CONDITIONS, SUPPLEMENTAL CONDITIONS AND TECHNICAL SPECIFICATIONS),

ADDENDA, AND OTHER DOCUMENTS AS DESCRIBED IN THE PROJECT MANUAL,

TOGETHER ARE COMPLEMENTARY DOCUMENTS (DOCUMENTS), WHICH

DESCRIBE THE DESIGN INTENT AND THE CONSTRUCTION OF THIS PROJECT.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A COMPLETE

AND FULLY FUNCTIONING PROJECT WHICH MEETS THE DESIGN INTENT, AND IN

ACCORDANCE WITH THE REQUIREMENTS OF THE DOCUMENTS AND ALL

APPLICABLE CODES.

3. THE USE OF SUBCONTRACTORS IS THE ELECTION OF THE CONTRACTOR.

ANY REFERENCE TO OR REQUIREMENT OF THE CONTRACTOR EXTENDS TO

ANY SUBCONTRACTOR THE CONTRACTOR ELECTS TO PARTICIPATE IN THE

REFERENCED PART OF THE PROJECT. HOWEVER, THE CONTRACTOR IS

SOLELY RESPONSIBLE FOR PERFORMANCE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE DOCUMENTS.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL

DRAWINGS, PROJECT MANUAL, ADDENDA, ETC. IN ORDER TO ASSURE THE

COORDINATION OF ALL WORK AFFECTING EACH TRADE, AND TO REQUIRE THE

SAME FROM THE ELECTED SUBCONTRACTORS. FAILURE OF ANY

SUBCONTRACTOR TO REVIEW AND COORDINATE THE WORK REQUIRED BY

THE DOCUEMTNS SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING

ALL WORK SO REQUIRED AS PART OF THE CONTRACT.

5. THE CONTRACTOR SHALL LAYOUT AND SEQUENCE THE INSTALLATION OF

THE WORK SO THAT THE DIFFERENT SYSTEMS DO NOT OBSTRUCT THE

INSTALLATION OF SUCCESSIVE WORK. IN GENERAL, SYSTEMS INSTALLED

FIRST SHOULD BE KEPT AS HIGH AND TIGHT TO STRUCTURE AS POSSIBLE SO

AS TO LEAVE SPACE AVAILABLE FOR SYSTEMS WHICH FOLLOW.

6. CONDITIONS AND DIMENSIONS SHOWN ON THESE DRAWINGS AS "EXISTING"

ARE ASSUMED TO BE ACCURATE BASED ON AVAILABLE INFORMATION. PRIOR

TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS AND DIMENSIONS, AND NOTIFY THE RESIDENT

ENGINEER OF ANY DEVIATIONS OR CONFLICTS BETWEEN THESE DRAWINGS

AND ACTUAL CONDTIONS AND DIMENSIONS.

7. THE DRAWINGS INCLUDE, BUT ARE NOT LIMITED TO IDENTIFICATION,

ORGANIZATION, POSITION, ASSEMBLY AND CONSTRUCTION OF MATERIALS,

PRODUCTS AND SYSTEMS USED IN THE PROJECT.

8. THE PROJECT MANUAL INCLUDES, BUT IS NOT LIMITED TO, GENERAL

IMFORMATION, MATERIALS, PRODUCTS, SYSTEMS AND EXECUTION

REQUIREMS OF THE PROJECT.

9. THE DOCUMENTS ARE ORGANIZED FOR CONVENIENCE ONLY, AND DO NOT

INTEND TO DIVIDE THE WORK BETWEEN THE CONTRACTOR AND/OR

SUBCONTRACTORS. DELEGATION OF WORK TO SUBCONTRACTORS IS THE

CHOISE AND RESPONSIBILITY OF THE CONTRACTOR.

10. THE DIVISION OF THE DOCUMENTS INTO ARCHITECURAL, STRUCTURAL,

MECHANICAL, ELECTRICAL AND OTHER CONSTRUCTION DISCIPLINES DOES

NOT IMPLY THAT ALL OF THE WORK FOR THOSE DISCIPLINES IS DESCRIBED

ONLY IN THOSE PORTIONS OF THE DRAWINGS OR TECHNICAL

SPECIFICATIONS.

11. WHERE THE DOCUMENTS IDENTIFY WORK WHICH IS (FOR EXAMPLE) "NOT

IN MECHANICAL WORK," OR "NOT IN ELECTRICAL WORK," IT MEANS THAT THE

WORK IS NOT FURTHER DESCRIBED OR SPECIFIED IN THE "MECHANICAL" OR

"ELECTRICAL" DRAWINGS OR SPECIFCIATIONS.

12. IF DISCREPANCIES ARE FOUND TO EXIST WITHIN THE DRAWINGS, OR

BETWEEN THE DRAWINGS AND THE PROJECT MANUAL, THE CONTRACTOR

SHALL NOTIFY THE RESIDENT ENGINEER AND REQUEST CLARIFICATION.

14. THESE DOCUMENTS DO NOT INTEND TO SHOW EVERY ITEM REQURIED TO

CONSTRUCT THE PROJECT. ITEMS SUCH AS FASTENERS, CONNECTORS,

FILLERS, MISCELLANEOUS CLOSURE ELEMENTS, ANCILLARY CONTROL WIRING

AND POWER WHERE REQUIRED FOR THE CONTROL OR OPERATION OF THE

PROVIDED EQUIPMENT ARE NOT ALWAYS SHOWN BUT ARE CONSIDERED

INCLUDED IN THE SCOPE OF WORK.

15. THE DRAWINGS AND REFERENCED DETAILS HAVE BEEN DIMENSIONED IN

ORDER TO ESTABLISH CONTROL AND GUIDELINES FOR ACCURATE FIELD

LAYOUT. WHERE NO METHOD OF DETERMINING A LOCATION IS GIVEN, THE

CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER FOR CLARIFICATION

PRIOR TO INSTALLATION.

16. SEE DIMENSION PLANS FOR DIMENSIONING CRITERIA.

17. WHERE DIMENSIONS ARE NOTED TO BE VERIFIED IN THE FIELD (VIF) THE

DIMENSIONS SHOWN IS THE DESIGN BASIS, BUT MAY DIFFER FROM ACTUAL

CONDITIONS. PRIOR TO PROCEEDING WITH THE WORK THE CONTRACTOR

SHALL VERIFY THESE DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES BETWEEN THE DESIGN BASIS AND ACTUAL DIMENSIONS.

18. WHERE DIMENSIONS ARE NOTED "+/-" WITHOUT SPECIFIC TOLERANCES

NOTED, CONSTRUCTED DIMENSIONS MAY VARY FROM THE NOTED

DIMENSIONS BY A MAXIMUM OF 50% OF A SINGLE UNIT OF THE LAST-PLACE

DIGIT, OR 50% OF THE FRACTION NOTED. (FOR EXAMPLE:

3"+/- MAY VARY BETWEEN 2 1/2" AND 3 1/2"

3 1/2" +/- MAY VARY BETWEEN 2 1/2" AND 3 3/4"

6'-0"+/- MAY VARY BETWEEN 5'-11" AND 6'-0 1/2")

19. DRAWINGS SHALL NOT BE SCALED.

20. DETAILS ARE KEYED TO LOCATIONS WHICH ARE TYPICAL FOR THE

CONDITIONS REPRESENTED, AND AT SPECIAL CONDITIOSN. DETAILS APPLY TO

ALL LOCATIONS WHICH ARE SIMILAR AND ARE NOT OTHERWISE DETAILED. IF

FURTHER CLARIFICATIONS IS REQUIRED, THE CONTRACTOR SHALL NOTIFY

THE RESIDENT ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH

THE WORK.

21. FINISHES ARE KEYED TO THE DRAWINGS AT TYPICAL LOCATIONS. THE

FINISHES APPLY TO ALL LOCATIONS WHICH ARE SIMILAR BUT ARE NOT

OTHERWISE NOTED. IF FURTHER CLARIFICATIONS IS REQUIRED, THE

CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER FOR CLARIFICATION

PRIOR TO CONSTRUCTION.

GENERAL NOTESSUSP

CLG

SUSPENDED CEILING

SV SHEET VINYL

SW SIDEWALK

SYM SYMBOL

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TAN TANGENT

TB THROUGH BOLT

TC TERRA COTTA

TE TOP ELEVATION

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

TFF TOP OF FINISH FLOOR

TH THICK

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOU

T

THROUGHOUT

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TO TOP OF

TO FDN TOP OF FOUNDATION

TO OR

TOIL

TOLIET

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC

WALL

TOP OF CONCRETE WALL

TOF TOP OF FLOOR OR TOP OF FOOTING

OR TOP OF FRAME

TOJ TOP OF JOIST

TOL TOLERANCE

TOM TOP OF MASONRY

TOP TOP OF PARAPET OR TOP OF

PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB OR TOP OF STEEL

TOT TOP OF TRUSS

TOW TOP OF WALL

TR TOP OF RIM OR TOWEL RACK

TRANS TRANSOM OR TRANSPARENT

TRANS

WD FIN

TRANSPARENT WOOD FINISH

TRTD TREATED

TSTAT THERMOSTAT

TYP TYPICAL

UCR UNDER COUNTER REFRIGERATOR

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UN UNLESS NOTED

UNDERL

AY

UNDERLAYMENT

UNFIN UNFINISH

UNI UNIVERSITY

UNIF UNIFORM

UNIV UNIVERSAL

UON UNLESS OTHERWISE NOTED

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V OR

VAC

VACUUM

VAR VARIES OR VARIATION

VARE VA RESIDENT ENGINEER

VB VAPOR BARRIER OR VINYL BASE

VEH VEHICLE

VERT VERTICAL

VEST VESTIBULE

VG VERTICAL GRAIN

VIB VIBRATION

VIC VICINITY

VIF VERIFY IN FIELD

VNR VENEER

VP VISION PANEL

VR VAPOR RETARDER

VRFY VERIFY

VST VISITING

VWC VINYL WALL COVERING

W WEST OR WIDE

W/ WITH

W/O WITHOUT OR WHERE OCCURS

WB WOOD BASE

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WD WOOD OR WOOD DOOR

WDF WOOD DOOR AND FRAME

WDP WOOD PANELLING

WDW WINDOW

WEA WEATHER

WF WIDE FLANGE

WF BM BEAM, WIDE FLANGE

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WG WALL GUARD

WH WALL HUNG OR WEEP HOLE

WLD WELDED

WO WHERE OCCURS

WP WATERPROOFING OR WEATHERPROOF

OR WORK POINT

WPM WATERPROOF MEMBRANE

WR WATER REPELLENT OR WATER

RESISTANT OR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WSL WEATHER SEAL

WT WATER TABLE OR WATER TIGHT OR

WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

X BRACE CROSS BRACE

X SECT CROSS SECTION

XBRA CROSSBRACING

XFER TRANSFER

YR YEAR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANGLE OR QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RAB RABBETED

RADN RADIATION

RB RESILIENT BASE OR RUBBER BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCPTN RECEPTION

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

RDC REDUCER

RDG INS RIGID INSULATION

REBAR REINFORCING STEEL BARS

REC RECESSED OR RECREATION

REC

ROOM

RECREATION ROOM

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

RECT RECTANGULAR

REF REFERENCE OR REFRIGERATOR

REINF REINFORCE OR REINFORCING

REM REMOVABLE

REP REPAIR

REP REPRESENTATIVE

REPL REPLACE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RFG ROOFING

RH RIGHT HAND OR ROOF HATCH

RHR RIGHT HAND REVERSE

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

RS ROOF SCUPPER

RST REINFORCING STEEL

RT RIGHT

RTF RUBBER TILE FLOOR

RTG RATING

RV ROOF VENT

RVL REVEAL

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

RWR RECESSED WASTE RECEPTACLE

S SOUTH

S1S SURFACED ONE SIDE

S2S SURFACED TWO SIDES

S4S SURFACED FOUR SIDES

S BM BEAM, STANDARD

SAD SEE ARCHITECTURAL DRAWING

SALV SALVAGE

SB SPLASH BLOCK

SBSTR SUBSTRATE

SCHED SCHEDULE

SCHEM SCHEMATIC

SCI SPINAL CORD INJURY

SCP SCUPPER

SCRN SCREEN

SD SMOKE DETECTOR OR SOAP

DISPENSER

SDBL SANDBLAST

SECT SECTION

SECUR

OR SEC

SECURITY

SED SEE ELECTRICAL DRAWING

SEG SEGMENT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SGD SLIDING GLASS DOOR

SGL SINGLE

SH OR

SHF

SHELF

SHM SECURITY HOLLOW METAL

SHR SHOWER

SHT SHAFT OR SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT OR SLIP JOINT

SK SINK OR SKETCH

SKLT SKYLIGHT

SLDG SLIDING

SLDR SOLDER

SLNT OR

SEAL

SEALANT

SLV SLEEVE

SM SHEET METAL

SMD SEE MECHANICAL DRAWING

SMLS SEAMLESS

SMS SHEET METAL SCREW

SOV SCHEDULE OF VALUES

SP SALLY PORT OR STANDPIPE

SP EL SPOT ELEVATION

SPD SEE PLUMBING DRAWING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPL SPLINE

SQ SQUARE

SQ IN SQUARE INCH

SS OR

SSK

SERVICE SINK

SSD SEE STRUCTURAL DRAWING

SST STAINLESS STEEL

ST STAIRS OR STREET

STAG STAGGERED

STD OR

STAND

STANDARD

STIF STIFFENER

STL STEEL

STL PL STEEL PLATE

STL RF

DK

STEEL ROOF DECK

STL TR STEEL TRUSS

STOR STORAGE

STR STRAIGHT OR STRIKE OR STRINGER

STRUCT STRUCTURAL

STRUCT

STL

STRUCTURAL STEEL

SUB SUBSTITUTE

SUB FL SUBFLOOR

SUF SUFFICIENT

SUP SUPPLEMENTARY

SUPPL SUPPLEMENT

SUPT SUPPORT

SURF SURFACE

SURR SURROUND

SURV SURVEY

SUSP SUSPENDED

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH OR MONOLITHIC

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODEL OR MODIFY OR MODULE

MON MONITOR

MP MULTI-PURPOSE

MR MOISTURE RESISTANT

MRT MARBLE THRESHOLD

MSTRE MOISTURE

MT MOUNT

MTD MOUNTED

MTG MOUNTING OR MEETING

MULL MULLION

MULT MULTIPLE

MVBL MOVABLE

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

(N) NEW

N NORTH

NA OR

N/A

NOT APPLICABLE

NAR NARROW

NAT NATURAL

NATL NATIONAL

NC NORMALLY CLOSED OR NURSE CALL

NCOMBL NONCOMBUSTIBLE

NE NOT EXCEEDING

NEG NEGATIVE

NF NEAR FACE

NIC NOT IN CONTRACT

NLB NONLOADBEARING

NM NON-METALLIC

NMAG NONMAGNETIC

NO NORMALLY OPEN OR NUMBER

NOM NOMINAL

NON STD NONSTANDARD

NONFLM

B

NONFLAMMABLE

NORM NORMAL

NP NO PAINT

NRP NONREMOVABLE

NS NO SCALE OR NEAR SIDE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

O/ OVER

OA OVERALL

OBSC OBSCURE

OBSERV OBSERVATION

OBW OBSERVATION WINDOW

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE

DIMENSION

OF OUTSIDE FACE

OFCI OWNER FURNISHED/CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OFOI OWNER FURNISHED/OWNER

INSTALLED

OFS OUTSIDE FACE OF STUDS OR

OVERFLOW ROOF SCUPPER

OGL OBSCURE GLASS

OH OPPOSITE HAND OR OVERHANG

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE

RADIUS

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

ORN ORNAMENTAL

OUT OUTLET

PA PUBLIC ADDRESS

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT OR

PT

PATIENT OR PATTERN

PB PANIC BAR OR PUSH BUTTON

PC PIECE

PCC PRECAST CONCRETE

PCT PERCENT

PDF POWDER DRIVEN FASTENERS

PEN PENETRATE OR PENETRANT

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PGBD PEGBOARD

PH PENTHOUSE

PHAR PHARMACY

PHOTO PHOTOGRAPH

PI POINT OF INTERSECTION

PIL PILASTER

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PL PLATE OR PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLB PLUMB

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

POL POLISHED

PORT PORTABLE

POS POSITION OR POSITIVE

PP PUSH/PULL

PR PAIR

PRCST PRECAST

PREF PREFERENCE

PREFAB PREFABRICATE

PREFIN PREFINISH

PREFMD PREFORMED

PRELIM PRELIMINARY

PREP PREPARATION

PREV PREVIOUS

PRI PRIMARY

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PS CONC PRESTRESSED CONCRETE

PSL PIPE SLEEVE

PT PAINT OR PNEUMATIC TUBE OR POST

TENTIONED

PTN PARTITION

PWR POWER

HAZ HAZARD

HAZ MAT HAZARDOUS MATERIALS

HD HAND DRYER OR HEAD OR HEAVY

DUTY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HDWL HEADWALL

HEX HEXAGON

HG HORIZONTAL GRAIN

HGT OR

HT

HEIGHT

HLDN HOLDDOWN

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORZ HORIZONTAL

HOSP HOSPITAL

HR HOUR

HS HAND SINK

HSKPG HOUSEKEEPING

HSS HOLLOW STRUCTURAL SECTION

ICU INTENSIVE CARE UNIT

ID IDENTIFICATION OR INSIDE DIAMETER

OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

IF INSIDE FACE

IFS INSIDE FACE OF STUD

IN INCHES

INC INCREASE

INCL INCLUDED

INCR INCREMENT

IND INDEPENDENT

INFO INFORMATION

INSTL INSTALL

INSTR INSTRUMENT

INSUF INSUFFICIENT

INSUL INSULATION

INT INTERIOR

INTER INTERMEDIATE

INTERCO

M

INTERCOMMUNICATION

INTL INTERNATIONAL

IR INSIDE RADIUS

IS INSECT SCREEN

ISO ISOMETRIC

J-BOX JUNCTION BOX

JAN JANITOR

JAN CLO JANITOR CLOSET

JS JANITOR'S SINK

JT JOINT

KD KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KOP KNOCK OUT PANEL

KPL KICKPLATE

L ANGLE

LA LIGHTNING ARRESTER

LAB LABORATORY

LAD LADDER

LAM LAMINATE(D)

LAM GL LAMINATED GLASS

LAND OR

LNDSCP

LANDSCAPE

LAT LATITUDE

LATL LATERAL

LAV LAVATORY

LBS POUND

LCMU LIGHTWEIGHT CONCRETE MASONRY

UNIT

LD BRG LOAD-BEARING

LDG LANDING

LDRP LABOR, DELIVERY, RECOVERY,

POSTPARTUM

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

LHS LEFT HAND SIDE

LIB LIBRARY

LIN LINEAR

LKNT LOCKNUT

LKR LOCKER(S)

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LL GB LEAD LINED GYPSUM BOARD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LT LIGHT

LT SW LIGHT SWITCH

LT WT LIGHTWEIGHT

LTD LIMITED

LTG LIGHTING

LTNG LIGHTNING

LVDR LOUVER DOOR

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LYR LAYER

MACH

RM

MACHINE ROOM

MAG MAGNET

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MBR MEMBER

MD METAL DECK

MDF MEDIUM DENSITY FIBERBOARD

MEAS MEASURE

MECH MECHANICAL

MECH

RM

MECHANICAL ROOM

MED MEDICAL OR MEDICINE OR MEDIUM

MEMB MEMBRANE

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MET OR

MTL

METAL

MEZZ MEZZANINE

MFD MANUFACTURED

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MIC MICROPHONE

MID MIDDLE

MIN MINIMUM OR MINUTE

EL ELEVATION OR EACH LAYER

ELAST ELASTOMERIC

ELEC ELECTRIC OR ELECTRICAL

ELEM ELEMENT

ELEV ELEVATION OR ELEVATOR

EM EXPANDED METAL OR

ELECTROMAGNETIC

EMER EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

ENTR ENTRANCE

EOS EDGE OF SLAB

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EACH SIDE

ESC ESCUTCHEON

ESP ESPECIALLY

EST ESTIMATE

ESTB ESTABLISH

ETC ET CETERA

EVAC EVACUATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EX EXAMPLE

EXAM EXAMINATION

EXCL EXCLUDE

EXP EXPAND OR EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR OR EXTERNAL OR

EXTINGUISHER

EXTN EXTENSION

EXTRU EXTRUSION

F1S FINISHED ONE SIDE

F2S FINISH TWO SIDES

F4S FINISH FOUR SIDES

F/F FACE TO FACE

FA FIRE ALARM

FACIL FACILITY

FAR FLOOR AREA RATIO

FAS FASCIA

FAS BD FASCIA BOARD

FAX FACSIMILE

FB FIRE BLANKET OR FLAT BAR

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDCC FIRE DEPARTMENT CONNECTION

CABINET

FDR FIRE DOOR

FDTN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE OR FAR FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FFA FROM FLOOR ABOVE

FFB FROM FLOOR BELOW

FGL FIBERGLASS

FH FIRE HOSE OR FIRE HYDRANT

FH/FEC COMB. FIRE HOSE/FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FHP FULL HEIGHT PARTITION

FHR FIRE HOSE RACK

FIG FIGURE

FIL FILLET

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN WD FINISH WOOD

FIXT FIXTURE

FL OR

FLR

FLOOR OR FLOORLINE

FLAM FLAMMABLE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING OR FLANGE

FLMT FLUSH MOUNT

FLR FILLER

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FN FENCE

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FR FIRE RATED OR FIRE RESISTANT OR

FRAME

FR GL FRITTED GLASS

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRST GL FROSTED GLASS

FRTW FIRE RETARDANT TREATED WOOD

FS FULL SCALE OR FULL SIZE OR FAR SIDE

FSTNR FASTENER

FT FEET OR FOOT OR FIRE TREATED OR

FULLY TEMPERED

FTG FOOTING

FURG FURRING

FURN FURNISH OR FUNITURE

FUT FUTURE

FW FIRE WALL

G GIRDER

GA GAGE OR GUAGE

GALV GALVANIC OR GALVANIZED

GB GRAB BAR

GDR GUARD RAIL

GL GLASS OR GLAZED OR GLAZING OR

GROUND LEVEL

GLU LAM GLUED LAMINATED WOOD

GLZ GLAZING

GP GROUP

GR GRADE

GR BM GRADE BEAM

GR FL GROUND FLOOR

GRAD GRADIENT

GROM GROMMET

GRTG GRATING

GRV GROOVE

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GT GROUT

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

H HATCH (ROOF)

CHFR CHAMFER

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE OR CLASS OR CLEAN OR

CLOSE

CLASS CLASSIFICATION

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR OR COLOR

CLT CLEAT

CM CONSTRUCTION MANAGER

CMPST COMPOSITE

CMU CONCRETE MASONRY

UNITS/CONCRETE UNIT MASONRY

CNCL CONCEALED

CND CONDUIT

CNR CORNER

CNTOR CONTACTOR

CNTR COUNTER

CO CASED OPENING OR COMPANY OR

CUTOUT

COEFF COEFFICIENT

COL COLUMN

COM COMMON

COMB COMBINATION

COMM COMMUNICATION

COMP COMPONENT

COMPL COMPLETE

CONC CONCRETE OR CONCENTRIC

CONC

FLR

CONCRETE FLOOR

CONC

OPNG

CONCRETE OPENING

COND CONDITION

CONF CONFERENCE

CONN CONNECT OR CONNECTION

CONSTR CONSTRUCTION

CONSUL

T

CONSULTANT

CONT CONTINUE OR CONTINUOUS

CONTR CONTRACTOR

CONV CONVERT

COORD COORDINATE

COP COPING

COR CHANGE ORDER REQUEST

CORN CORNICE

CORR CORRECT OR CORRIDOR

CORRES CORRESPOND

COV COVER

COV PL COVER PLATE

CPRS COMPRESSIBLE

CPT CARPET

CR CART/CHAIR RAIL

CRCMF CIRCUMFERENCE

CSB CONCRETE SPLASH BLOCK

CSK COUNTERSUNK

CTD COATED

CTG COATING

CTR CENTER OR CONTOUR

CTRL CONTROL

CURT CURTAIN

CUST CUSTODIAN

CW CLOCKWISE

CYL CYLINDER

D DEEP OR DEPTH

D-B DESIGN-BUILD

DAT DATUM

DAV DISABLED AMERICAN VETERAN

DBL DOUBLE

DBL ACT

DR

DOUBLE ACTING DOOR

DBL GLZ DOUBLE GLAZE

DEF DEFINITION

DEG DEGREE

DEL DELETE OR DELIVER OR DELIVERIES

DEMO DEMOLITION

DEPT DEPARTMENT

DES DESIGNATION

DESCR DESCRIBE OR DESCRIPTION

DET OR

DTL

DETAIL

DETN DETENTION

DEV DEVELOPMENT

DF DRINKING FOUNTAIN

DF WL

MTD

DRINKING FOUNTAIN, WALL MOUNTED

DFLCT DEFLECTION

DFR DEFROST

DHM DETENTION HOLLOW METAL

DIA DIAMETER

DIAG DIAGONAL OR DIAGRAM

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIR DIRECTION

DISC DISCONNECT

DISP DISPENSER

DIST DISTANCE OR DISTRICT

DIV DIVIDE OR DIVISION

DJ DOUBLE JOIST

DMPF DAMPPROOFING

DN DOWN

DOC DOCUMENT

DOM DOMESTIC

DR DOOR OR DOCTOR OR DRAIN OR

DRESSING ROOM

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR

OPNG

DOOR OPENING

DRH DOOR HOLDER

DRLV DOOR LOUVER

DRST DOOR STOP

DS DOWNSPOUT

DSGN DESIGN

DSP DRY STANDPIPE

DTCH DETACH

DUPL DUPLICATE

DWG DRAWING

(E) EXISTING

E EAST

EA EACH

EE EACH END

EEW EMERGENCY EYE WASH

EEW/ESH COMBINATION EEW & ESH UNIT

EF EACH FACE OR EXTERIOR FINISH

EFF EFFECTIVE

EFS EXTERIOR FINISH SYSTEM

EFT EFFECT

EHD ELECTRIC HAND DRYER

EJ EXPANSION JOINT

# POUND OR NUMBER

& AND

1HR 1 HOUR FIRE-RESISTIVE CONTRUCTION

2HR 2 HOUR FIRE-RESISTIVE

CONSTRUCTION

3HR 3 HOUR FIRE-RESISTIVE

CONSTRUCTION

4HR 4 HOUR FIRE-RESISTIVE

CONSTRUCTION

20MIN 20 MINUTE FIRE-RATED COMPONENT

45MIN 45 MINUTE FIRE-RATED COMPONENT

60MIN 60 MINUTE FIRE-RATED COMPONENT

90MIN 90 MINUTE FIRE-RATED COMPONENT

120MIN 120 MINUTE FIRE-RATED COMPONENT

< LESS THAN

> GREATER THAN

@ AT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABBRV ABBREVIATION

ABNORM

AL

ACOUSTICAL TILE

ABRSV ABRASIVE

AC TILE ACOUSTICAL TILE

ACC ACCESSIBLE

ACOUS

INSUL

ACOUSTICAL INSULATION

ACOUS

PNL

ACOUSTICAL PANEL

ACR ACROSS

ACST ACOUSTIC

ADA ACCESSIBLE OR AMERICANS WITH

DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT OR ADJOINING OR

ADJUSTABLE

ADMIN ADMINISTRATION OR ADMINISTRATIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHJ AUTHORITY HAVING JURISDICTION

ALLOW ALLOWANCE

ALNMT ALIGNMENT

ALT ALTERNATE OR ALTITUDE

ALT NO ALTERNATE NUMBER

ALTRN ALTERATION

ALUM ALUMINUM

ANN ANNUNCIATOR

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APP APPEARANCE

APPD APPROVED

APPROX APPROXIMATE

APPX APPENDIX

AR AS REQUIRED

ARCH ARCHITECT, ARCHITECTURAL, OR

ARCHITECTURE

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASSY ASSEMBLY

ASYM ASYMMETRICAL

ATB ASPHALT TREATED BASE

ATCH ATTACHMENT

ATTN ATTENTION

AUTO AUTOMATIC

AUX AUXILIARY

AVE AVENUE

AVG AVERAGE

AWT ACOUSTICAL WALL TREATMENT

SCI

B PL BASE PLATE

B/B BACK TO BACK

BAT BATTEN

BB BASEBOARD OR BULLETIN BOARD

BC BACK OF CURB OR BETWEEN CENTERS

OR BOOKCASE

BD BOARD

BDRY BOUNDARY

BEV BEVEL

BF BOTH FACES

BFF BELOW FINISH FLOOR

BITUM BITUMINOUS

BKG BACKING

BKGD BACKGROUND

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BLT IN BUILT-IN

BLW BELOW

BM BEAM

BOS BOTTOM OF STEEL

BOT BOTTOM (OF)

BOT F BOTTOM FACE

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BS BAR STOCK OR BOTH SIDES

BSMT BASEMENT

BTR BETTER

BTWN BETWEEN

BU BUILT-UP

BUR BUILT-UP ROOF

C CHANNEL

C TO C CENTER TO CENTER

CALC CALCULATE

CAN CANOPY

CANTIL CANTILEVER

CAV CAVITY

CB CARRIAGE BOLT OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CBC CALIFORNIA BUILDING CODE

CCD CONSTRUCTION CHANGE DIRECTIVE

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS

CEM

PLAS

CEMENT PLASTER

CFCI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL FRAMING

CFOI CONTRACTOR FURNISHED/OWNER

INSTALLED

CG CORNER GUARD

CH COAT HOOK

CHEM CHEMICAL

NOT TO SCALE

PARKING STRUCTURE AND ENTRY DRIVE

COMPLETION PROJECT - JULY 2, 2018

Delta No Date Revision Description

1 07/02/2018 COMPLETION PROJECT

File: __VAPS-PScompletionproject-DRAWINGS_20180702.pdf, 3 of 38, 28/09/2018

UP

UP

FD

FDFD

UP

FD

FD

FD

FD

FD

FD

FD

FD

WALL TYPE LEGEND

CONCRETE , SSD

CMU WALL

GUARDRAIL STRAND VEH. BARRIER

FLOOR FINISH LEGEND

SWIRL FINISH

BROOM FINISH

TRAFFIC COATING

ACCESSIBLE LOADING AREAS

STRIPING LEGEND

PAINT INTERIOR OF PARKING STRUCTURE

WHITE; (CLGS, WALLS, AND INT. COLUMNS),

INCLUDING INT. FACES OF EXT. SHEAR WALLS

AND EXT. COLUMNS . EXT. FACE OF COLUMNS

AND EXT. FACE OF SHEAR WALLS TO REMAIN

NATURAL CONCRETE. PAINT ALSO ALL EXPOSED

PIPING AND CONDUITS

REFER TO AG SERIES FOR SIGNAGE LOCATION

AND SHEET AE404 FOR TYPICAL STALL STRIPING

DETAILS

PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON

LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM

VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3

SLABS SLOPE TO FLOOR DRAINS AS SHOWN.

VERIFY FIELD DIMENSIONS PRIOR TO PREPARING

SHOP DRAWINGS, FABRICATING STAIRS OR

OTHER BUILDING SYSTEMS/ ELEMENTS SPANNING

FLOOR LEVELS.

1.

2.

3.

4.

5.FLOOR SLAB WILL BE SEALED WTH A HIGH

PENETRATION SILANE SEALER

REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE

EXTINGUISHER CABINETS

6.

K

J

H

AE210

F1

A

D

G

1 10 11 12 13 14

8765432

B

C

E

F

15 16 17 18 19 20

/1 AE112 /1 AE112

D1

AE301

AE210 C5 AE212C5

AE212

F1

RAMP UP TO LEVEL B2 ABOVE

SLOPE = 4.88%

FIRE RISER

B3A-7

WATER /

FIRE

SPRINKLER

B3A-2

STORAGE

B3A-6

LEVEL B3

B3A-1

ENTRANCE

F1

AE311

F1

AE310

18' - 0"32' - 0"18' - 0"18' - 8"18' - 0"18' - 0"18' - 8"18' - 8"18' - 8"18' - 8"18' - 0"18' - 0"18' - 0"18' - 8"18' - 8"32' - 0"18' - 0"32' - 0"20' - 0"

32' - 0"

390' - 8"

10' - 1"

BACKFILL

AE211 C5

AE211

F1

AE213C5

AE213

F1

AE701

F7

AE703

F7

AE704

F6

STAIR 1

B3A-3

LOBBY

B3A-4

STAIR 3

B3A-5

STAIR 4

B3A-8

WITH

SCREEN

WITH

SCREEN

AE401

F7

AE401

F4

AE401

B4

AE720

F1

SCI/D

SCI/D

ACC.

ACC.

ACC.

F1

AE301

E1

AE304

EMER PREP

STORAGE

B3A-9

F1

AE723

SCI/D

SCI/D

WATER /

FIRE

SPRINKLER

B3A-2

F5

AE310

F3

AE310

F2

AE311

F4

AE312

F5

AE313

F6

AE314

F4

AE314

F3

AE315

F1

AE314

F4

AE316

F1

AE316

F5

AE317

F1

AE317

AE404

D1

9'

8"

F1

AE315

3' - 0"

5'

0"

-34.93

-35.00

-35.00'

-35.00' -29.63'

-35.00'

35.00'

-35'.00'

-35.00'

-35.00' -35.00'

-35.00'

-35.00'

-35.00'

-35.00'

-35.00'

-35.93'

-35.93'

-35.00'-35.93'

-34.93' -34.93

-34.93'

-35.93'

-35.00'

-35.00' -35.00'

-30.56'

-35.43'

-35'.00'

-35'.00'

-35'.00'

F3

AE313

EQ

EQ

2'

6"

812812

AS103 B6

20' - 0"

541541

712 712

712 712

712712712712

SEE AE130

34 INCH ALUMINUM

JOINT COVER

PLATE. POSITION

THE COVER

OFFSET, WITH 2

INCHES ONTO THE

FLAT WALL AFTER

THE BEVEL EDGE

OF THE JOINT

AE871

F4

FIRE CAULK 2.5" PIPE

PENETRATION, BOTH

SIDES, EACH WALL

FIRE CAULK AND INSTALL 2

HOUR RATED HILTI FS ONE FIRE

CAULK (OR EQUAL) WITH TWO

PART METAL ESCUTCHEON

PLATE AROUND PIPE TO COVER

FIRE CAULK, EACH SIDE OF WALL

AT 4" DIA. PIPE INSIDE 6" DIA.

WALL PENETRATION EXISTING IN

THIS WALL

GROUT

SOLID (3)-3"

DIA. HOLES

REMOVE AND REPLACE (E) FIRE

ALARM STROBE. INSTALL NEW

STROBE ON WALL SO AS

BOTTOM OF THE LENS OF THE

STROBE IS 80 TO 82 INCHES

ABOVE FINISHED FLOOR. NEW

STROBE TO MATCHING

EXISTING MFG. AND FUNCTION.

INSTALL IN SURFACE MOUNTED

BOX USING WIRE MOLD TO GET

POWER TO NEW STROBE FROM

EXISTING BOX. USE EXISTING

BOX AS JUNCTION BOX. PAINT

BOX, WIRE MOLD AND METAL

COVER PLATE TO MATCH

ADJACENT WALLS

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

FULLY SPRINKLERED

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F on e e igh t in ch on e f oo t on e q ua rte r in ch on e f oo t thr ee ei gh t in ch on e f oo t on e h alf in ch on e f oo t thr ee qu ar ter in ch on e f oo t on e i nc h = on e f oo t on e a nd on e h alf in ch es on e f oo t thr ee in ch es on e f oo t

6"

6"

6"

6"

Department of Veterans Affairs

987654321

Drawing Scale

SHEET KEY PLAN

PLAN

NORTH

AREA A

NOTES

VOL. 2

JUNE 05, 2013

CONSTRUCTION DOCUMENT 2

As indicated

SCGA

1660 South Columbian Way, Seattle, WA 98105

LEVEL B3 TOWER

AE110

Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1

VA#663-405A

KEY

VALUE KEYNOTE

301 CONCRETE WALL, SSD

309 CONCRETE CAST IN PLACE CONCRETE

STAIRS AND LANDING

310 ARCHITECTURAL CONCRETE (AC-1),

SEE AE870 FOR REVEALS & FORM-TIE

PATTERN

315 6" HIGH CONCRETE ISLAND (FOR

FUTURE ACCESS CONTROL

EQUIPMENT)

507 PERIMETER CONCRETE VEHICLE

BARRIER AND STEEL GUARD RAIL, SEE

E6/AE831

519 STEEL PROTECTION PLATE FASTENED

TO CONCRETE

541 STAINLESS STEEL SECURITY

BOLLARD, SSD. TO PROTECT PIPING.

CO-ORDINATE LOCATIONS WITH FA.

706 CONTROL JOINT W/ COVER, SEE AE871

707 SEISMIC JOINT,SEE AE802

712 DRAINAGE SLEEVE AT SHEAR WALL,

S.S.D.

812 METAL SECURITY GRILL

911 WHITE TRAFFIC ARROW PAINTED ON

CONCRETE, SEE DETAIL F6/AE404

2201 OIL WATER SEPARATOR. SEE

STRUCTURAL DRAWINGS

Level B3 (Tower) Auto Parking Stalls

Description Stall Count Typical 123 Grand total: 123

1/16" = 1'-0"1 B3 TOWER

PARKING STRUCTURE AND ENTRY DRIVE

COMPLETION PROJECT - JULY 2, 2018

Delta No Date Revision Description

06.05.2013 CONSTRUCTION DOCUMENTS -CD2

1 01.17.2014 CONFORMED TO BID ADDENDA

2 07.23.2014 CO-04

3 07/02/2018 COMPLETION PROJECT

File: __VAPS-PScompletionproject-DRAWINGS_20180702.pdf, 4 of 38, 28/09/2018

K

L

J

H

A

D

G

1 10 11 12 13 1498765432

B

C

E

F

15 16 17 18 19 20

/1 AE113/1 AE113

WATER /

FIRE

SPRINKLER

B3A-2

STORAGE

B3A-6

FIRE RISER

B3A-7

STAIR 4

B3A-8

STAIR 3

B3A-5

LEVEL B3

B3A-1

EMER PREP

STORAGE

B3A-9

EQ

EQ

EQ

EQ

EQ

EQ EQ

EQEQEQEQEQEQEQEQEQEQEQ

EQEQ

EQ

EQEQ EQ

EQ EQ 2202

TYP

TYP

TYP

5' - 4"

AE410

F6

(E) 2" THK SEISMIC JOINT

BE LOCATED WITHIN THIS 2'-0" AREA

ALL SPRINKLER SYSTEM PIPING,

SEISMIC SEPARATION ASSEMBLY MUST

BE LOCATED WITHIN THIS 2'-0" AREA

ALL SPRINKLER SYSTEM PIPING,

SEISMIC SEPARATION ASSEMBLY MUST

FIELD LOCATE ALL 2-INCH AND 4-INCH SPRINKLER MAINS

THAT CROSS OCER MOVEMENT AND SEISMIC JOINTS

AND PROVIDE A FLEXIBLE ASSEMBLY WITHIN 24-INCHES

OF THE JOINT IN CONFORMANCE WITH 2010 NFPA 13,

SECTION 9.3.2.3, ITEM 4, FOR FLEXIBLE COUPLINGS; AND

2010 NFPA 13, SECTION 9.3.3 FOR SEISMIC SEPARATION

ASSEMBLIES. THE FLEXIBLE ASSEMBLY SHALL ALLOW

FOR 100-PERCENT +/- MOVEMENT OF THE JOINT WIDTH

INDICATED.

ROOM B3A-9 & B3A6: BEAD

BLAST (E) CEILING

CRACKS, FILL WITH

SILICONE SEALANT,

REPAINT CEILING AND

PORTIONS OF WALLS

AFFECTED

AE871

F4

34 INCH ALUMINUM JOINT

COVER PLATE. POSITION

THE COVER OFFSET, WITH

2 INCHES ONTO THE FLAT

WALL AFTER THE BEVEL

EDGE OF THE JOINT

ADD TWO OF THE FOLLOWING PER LIGHT

FIXTURE, APPROX 9" FROM EACH END: A 1-1/2"

P1000, 6" LONG, AFFIXED PERPENDICULAR TO

TOP OF F33 FIXTURE WITH A P2539 FIXTURE

HANGER. BRACE AT 30 TO 60 DEGREES WITH

3/16" SPS CABLE TO A LB410 BRACKET WITH A

1/2" CONCRETE ANCHOR INTO CONCRETE

ABOVE, ANCHOR TO AVOID PT PER STRUCTURAL

DRAWING REQUIREMENTS. ALL UNISTRUT (OR

EQUAL PRODUCT) TO BE G90 FINISHED AND ALL

FIELD CUTS AND SCRATCHES ARE TO BE REPAIR

COATED WITH FIELD APPIED G90 EQUIVALENT

ZINC PAINT. THESE LIGHTS ARE THE F33

FIXTURES AND SUBMITTAL CUT SHEET INFO IS

LOCATED ON SHEET AE111 FOR INFORATION.

ALL ELECTRICAL AND CONTROL CONNECTIONS

TO REMAIN. INSTALL NEW LIGHT WHERE

REMOVED ON LEVEL 4 OVER STAIR 4.

ADD TWO OF THE FOLLOWING PER LIGHT

FIXTURE, APPROX 9" FROM EACH END: A 1-1/2"

P1000, 6" LONG, AFFIXED PERPENDICULAR TO

TOP OF F33 FIXTURE WITH A P2539 FIXTURE

HANGER. BRACE AT 30 TO 60 DEGREES WITH

3/16" SPS CABLE TO A LB410 BRACKET WITH A

1/2" CONCRETE ANCHOR INTO CONCRETE

ABOVE, ANCHOR TO AVOID PT PER STRUCTURAL

DRAWING REQUIREMENTS. ALL UNISTRUT (OR

EQUAL PRODUCT) TO BE G90 FINISHED AND ALL

FIELD CUTS AND SCRATCHES ARE TO BE REPAIR

COATED WITH FIELD APPIED G90 EQUIVALENT

ZINC PAINT. THESE LIGHTS ARE THE F33

FIXTURES AND SUBMITTAL CUT SHEET INFO IS

LOCATED ON SHEET AE111 FOR INFORATION.

ALL ELECTRICAL AND CONTROL CONNECTIONS

TO REMAIN. INSTALL NEW LIGHT WHERE

REMOVED ON LEVEL 4 OVER STAIR 4.

THE INTNET OF THIS WORK IS TO BRACE PENDANT MOUNTED EXIT SIGNS

EFFECTED BY WEATHER/WIND. THERE ARE APPROXIMATELY 16 EXIT SIGNS

MAXIMUM PER FLOOR (FIELD VERIFY COUNT). ADD TWO OF THE FOLLOWING PER

EXIT SIGN APPROX 2" FROM EACH END: A 1-1/2" P1000, 6" LONG, AFFIXED

PERPENDICULAR TO TOP OF THE FIXTURE WITH A P2539 FIXTURE HANGER.

BRACE AT 30 TO 60 DEGREES WITH 3/16" SPS CABLE TO A LB410 BRACKET WITH A

1/2" CONCRETE ANCHOR INTO CONCRETE ABOVE, ANCHOR TO AVOID PT PER

STRUCTURAL DRAWING REQUIREMENTS. ALL UNISTRUT (OR EQUAL PRODUCT)

TO BE G90 FINISHED AND ALL FIELD CUTS AND SCRATCHES ARE TO BE REPAIR

COATED WITH FIELD APPLIED G90 EQUIVALENT ZINC PAINT. ALL ELECTRICAL AND

CONTROL CONNECTIONS TO REMAIN. REORIENT SIGNS AS NEEDED PER

ORIGINAL PROJECT APPROVED DESIGN SUBMITAL.

CEILING LEGEND

PENDANT FLUORESCENT

LIGHTING EXIT SIGNS

POLE MOUNTED FIXTURE

ROUND RECESS FIXTURE

ROUND SURFACE MOUNTED FIXTURE

SURFACE MOUNTED LIGHTING

CHAIN HUNG LIGHTING

WALL MOUNTED LIGHTING

PAINT INTERIOR OF PARKING STRUCTURE WHITE;

CEILINGS, WALLS, AND COLUMNS, INCLUDING

INTERIOR FACES OF EXTERIOR SHEAR WALLS.

EXTERIOR COLUMNS TO REMAIN NATURAL

CONCRETE. PAINT ALSO ALL EXPOSED

PIPING ,CONDUITS AND DUCTWORK

REFER TO ELECTRICAL DRAWINGS FOR LIGHTING

FIXTURE TYPE

CO-ORDINATE FINAL LOCATION OF LIGHTING WITH

ELECTRICAL AND SIGNAGE DRAWINGS.

1.

2.

3.

REFER TO FIRE LIFE SAFETY DRAWINGS FOR EXIT

SIGN DIRECTIONS

4.

WALL TYPE LEGEND

CONCRETE , SSD

CMU WALL

GUARDRAIL STRAND VEH. BARRIER

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

FULLY SPRINKLERED

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F on e e igh t in ch on e f oo t on e q ua rte r in ch on e f oo t thr ee ei gh t in ch on e f oo t on e h alf in ch on e f oo t thr ee qu ar ter in ch on e f oo t on e i nc h = on e f oo t on e a nd on e h alf in ch es on e f oo t thr ee in ch es on e f oo t

6"

6"

6"

6"

Department of Veterans Affairs

987654321

Drawing Scale

SHEET KEY PLAN

PLAN

NORTH

NOTES

VOL. 2

JUNE 05, 2013

CONSTRUCTION DOCUMENT 2

As indicated

SCGA

1660 South Columbian Way, Seattle, WA 98105

LEVEL B3 (TOWER) - RCP

AE111

Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1

VA#663-405A

KEY

VALUE KEYNOTE

307 CONCRETE COLUMN, SSD

308 CONCRETE BEAM, SSD

310 ARCHITECTURAL CONCRETE (AC-1),

SEE AE870 FOR REVEALS & FORM-TIE

PATTERN

706 CONTROL JOINT W/ COVER, SEE AE871

707 SEISMIC JOINT,SEE AE802

904 COMPOSITE HIGH PRESSURE PANELS

2202 EXPOSED FIRE SPRINKLER /PLUMBING

PIPING AND ELEC CONDUITS

ABOVE,TYP. SLEEVE THROUGH

BEAMS TO MAINTAIN REQ VERT

CLEARANCE. SEE

ELECTRICAL,PLUMBING AND FIRE

ALARM DWGS FOR LOCATIONS.

1/16" = 1'-0"1 LEVEL B3

PARKING STRUCTURE AND ENTRY DRIVE

COMPLETION PROJECT - JULY 2, 2018

Delta No Date Revision Description

File: __VAPS-PScompletionproject-DRAWINGS_20180702.pdf, 5 of 38, 28/09/2018

FD

FD

FD

FD

K

L

M

N

P

J

Q

H

R

F1

AE303

G

1 432

/1 AE110 /1 AE110

C1

AE303

32' - 0"

32' - 0"

32' - 0"

32' - 0"

32' - 0"

33' - 0"

22' - 0"

30' - 11"

33' - 8"

30' - 11"

21' - 2"

215' - 0"

LEVEL B3

EAST WING

B3B-1

ELEV.

MACHINE

ROOM

B3B-2

EXHAUST

SHAFT

LOBBY

B3A-4

STAIR 5

B3B-3

LOBBY

B3B-4

AE705

6F

AE403

C1

ACC.

ACC.

SCI/D

SCI/D

ACC.

SCI/D

SCI/D

ACC.

ACC.

ACC.

32' - 0"

32' - 0"

32' - 0"

32' - 0"

33' - 0"

22' - 0"

2' - 0"

SCI/D

(VAN)

SCI/D

(VAN)

SCI/D

SCI/D

SCI/D

(VAN)

SCI/D

SCI/D

(VAN)

SCI/D

SCI/D

(VAN)

SCI/D

SCI/D

(VAN)

SCI/D

SCI/D

SCI/D

(VAN)

SCI/D

ACC.

ACC.

ACC.

ACC.

ACC.

ACC.

SCI/D

SCI/D

SCI/D

(VAN)

SCI/D

SCI/D

(VAN)

SCI/D

SCI/D

(VAN)

SCI/D

SCI/D

(VAN)

SCI/D

ACC.

AE404

D2

9'

8"

7' - 0"

8' - 0"

-35'.00'

-35.00'

-35.64'

-35'.00'

-35'.00'

-35'.64'

-35'.00'

-35'.00'

-35'.00'

-35'.00'

-35'.00'

-35'.00'

-35'.00'

-35'.00'

4' - 2" 4' - 9 13/16"

4' - 8 13/16"

SCI/D

(VAN)

SCI/D

SCI/D

(VAN)

AE305

AE305

EXAUST FAN

ROOM

B3B-5

34 INCH ALUMINUM

JOINT COVER

PLATE. POSITION

THE COVER

OFFSET, WITH 2

INCHES ONTO THE

FLAT WALL AFTER

THE BEVEL EDGE

OF THE JOINT

AE871

F4

REMOVE AND REPLACE (E) FIRE

ALARM STROBE. INSTALL NEW

STROBE ON WALL SO AS

BOTTOM OF THE LENS OF THE

STROBE IS 80 TO 82 INCHES

ABOVE FINISHED FLOOR. NEW

STROBE TO MATCHING EXISTING

MFG. AND FUNCTION. INSTALL IN

SURFACE MOUNTED BOX USING

WIRE MOLD TO GET POWER TO

NEW STROBE FROM EXISTING

BOX. USE EXISTING BOX AS

JUNCTION BOX. PAINT BOX, WIRE

MOLD AND METAL COVER PLATE

TO MATCH ADJACENT WALLS

WALL TYPE LEGEND

CONCRETE , SSD

CMU WALL

GUARDRAIL STRAND VEH. BARRIER

FLOOR FINISH LEGEND

SWIRL FINISH

BROOM FINISH

TRAFFIC COATING

ACCESSIBLE LOADING AREAS

STRIPING LEGEND

PAINT INTERIOR OF PARKING STRUCTURE

WHITE; (CLGS, WALLS, AND INT. COLUMNS),

INCLUDING INT. FACES OF EXT. SHEAR WALLS

AND EXT. COLUMNS . EXT. FACE OF COLUMNS

AND EXT. FACE OF SHEAR WALLS TO REMAIN

NATURAL CONCRETE. PAINT ALSO ALL EXPOSED

PIPING AND CONDUITS

REFER TO AG SERIES FOR SIGNAGE LOCATION

AND SHEET AE404 FOR TYPICAL STALL STRIPING

DETAILS

PROVIDE 8'-6” MINIMUM VERTICAL CLEARANCE ON

LEVELS, B3, B2 AND B1. PROVIDE 8'-2” MINIMUM

VERTICAL CLEARANCE ON LEVELS 1, 2 AND 3

SLABS SLOPE TO FLOOR DRAINS AS SHOWN.

VERIFY FIELD DIMENSIONS PRIOR TO PREPARING

SHOP DRAWINGS, FABRICATING STAIRS OR

OTHER BUILDING SYSTEMS/ ELEMENTS SPANNING

FLOOR LEVELS.

1.

2.

3.

4.

5.FLOOR SLAB WILL BE SEALED WTH A HIGH

PENETRATION SILANE SEALER

REFER TO FIRE LIFE SAFETY DRAWINGS FOR FIRE

EXTINGUISHER CABINETS

6.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

FULLY SPRINKLERED

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F on e e igh t in ch on e f oo t on e q ua rte r in ch on e f oo t thr ee ei gh t in ch on e f oo t on e h alf in ch on e f oo t thr ee qu ar ter in ch on e f oo t on e i nc h = on e f oo t on e a nd on e h alf in ch es on e f oo t thr ee in ch es on e f oo t

6"

6"

6"

6"

Department of Veterans Affairs

987654321

Drawing Scale

SHEET KEY PLAN

PLAN

NORTHAREA B

NOTES

VOL. 2

JUNE 05, 2013

CONSTRUCTION DOCUMENT 2

As indicated

SCGA

1660 South Columbian Way, Seattle, WA 98105

LEVEL B3 EAST WING

AE112

Parking Structure and Entry Drive, VAPSHCS Seattle Division, Phase 1

VA#663-405A

1/16" = 1'-0"1 B3 EAST WING

KEY

VALUE KEYNOTE

004 EAST WING PAVILLION ABOVE

115 FUTURE PAYSTATION LOCATION

307 CONCRETE COLUMN, SSD

310 ARCHITECTURAL CONCRETE (AC-1),

SEE AE870 FOR REVEALS & FORM-TIE

PATTERN

517 METAL PAN STAIRS, WITH CONCRETE

INFILL TREADS AND LANDING

911 WHITE TRAFFIC ARROW PAINTED ON

CONCRETE, SEE DETAIL F6/AE404

2201 OIL WATER SEPARATOR. SEE

STRUCTURAL DRAWINGS

Level B3 (East Wing) Auto Parking Stalls

Description Stall Count

ACC. 13

SCI/D 19

SCI/D (VAN) 13

Grand total: 45

PARKING STRUCTURE AND ENTRY DRIVE

COMPLETION PROJECT - JULY 2, 2018rr

Delta No Date Revision Description

06.05.2013 CONSTRUCTION DOCUMENTS -CD2

1 07.23.2014 CO-04

2 07/02/2018 COMPLETION PROJECT

File: __VAPS-PScompletionproject-DRAWINGS_20180702.pdf, 6 of 38, 28/09/2018

L

M

N

P

J

Q

H

R

G

/1 AE111 /1 AE111

ELEV.

MACHINE

ROOM

B3B-2

STAIR 5

B3B-3

LOBBY

B3B-4

EXHAUST

SHAFT

LEVEL B3

EAST WING

B3B-1

EQEQEQEQ EQ

EQ

EQ

EQ

EQ

E…