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PROJECT LOCATION 700 F ST NW, WASHINGTON DC, MARYLAND 20004 F ST NW 7TH ST NW 8TH ST NW ARCHITECT STANTON ARCHITECTURE 1501 MARIPOSA STREET SUITE 328 SAN FRANCISCO, CA 94107 MICHAEL STANTON, FAIA, LEED AP T. [415] 865.9600 F. [415] 865.9608 [email protected] CONSTRUCTION MANAGER AJAX CONSULTING SERVICES, LLC 21 WORTHEN ROAD SUITE 102 LEXINGTON, MA 02421 KAREL STEINER T. [401] 265.3426 F. [781] 240.0257 [email protected] MEP ENGINEER WICK FISHER WHITE 111 S. INDEPENDENCE MALL E SUITE 400 PHILADELPHIA, PA 19106 ANTHONY M. DELEONARDO T. [215] 627.0200 F. [215] 627.8240 [email protected] STRUCTURAL ENGINEER KPFF CONSULTING ENGINEERS 221 MAIN ST SUITE 800 SAN FRANCISCO, CA 94105 MARC PRESS T. [415] 989.1004 F. [415] 989.1552 marc.press@kpff - sf.com INTERIOR DESIGNER DAWSON DESIGN ASSOCIATES 315 2ND AVENUE SOUTH SUITE 300 SEATTLE, WA 98104 CRAIG HARDMAN T. [206] 932.3102 F. [206] 932.4490 [email protected] LESSEE PEBBLEBROOK HOTEL TRUST 7315 WISCONSIN AVENUE, SUITE 1100 WEST, BETHESDA, MD 20814 KARI OLSEN T. [240] 507.1300 F. N/A [email protected] OWNER US GSA 1800 F STREET, NW WASHINGTON, DC 20405 GARY PORTER T. [202] 205.7766 F. N/A [email protected] SIGNAGE PERMIT FOR NCPC SUBMITTAL 1. ALL WORK SHALL CONFORM TO THE 2015 INTERNATION BUILDING CODE, NFPA 101 AND ALL OTHER APPLICABLE DISTRICT WIDE CODES AND REGULATIONS. 2. THESE DRAWINGS AND NOTES ARE INTENDED TO GENERALLY DESCRIBE THE EXTENT OF THE CONSTRUCTION REQD TO COMPLETE THIS PROJECT AND TO HIGHLIGHT SOME OF THE SPECIFIC CONDITIONS. THESE DRAWINGS AND NOTES DO NOT CONSTITUTE A FULL DESCRIPTION OF THE WORK REQD TO ACCOMPLISH THIS PR OJECT. 3. COORDINATE ALL WORK WITH THE EXISTING CONDITIONS, INCLUDING, BUT NOT LIMITED TO, ADJACENT STRUCTURES AND MECHANICAL, ELECTRIC AL, AND OUTSIDE SERVICES. 4. CONTRACTOR SHALL PROVIDE ALL SEISMIC BRACING AND HOLD - DOWN CLIPS AS REQD BY CODE FOR ALL CEILING AND SOFFIT FRAMING CONDITIONS. 5. THE CONTRACTORS SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE GENERAL CONTRACTOR SHALL L OCATE AND VERIFY THE SIZE AND CONDITION OF (E) SITE UTILITIES PRIOR TO CONSTRUCTION COMMENCING. 6. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS NOTED "VERIFY" AND (VIF) SHALL BE CHECKED BY TH E CONTRACTOR:; REPORT IMMEDIATELY ANY VARIANCES TO THE ARCHITECT FOR RESOLUTION. DIMENSIONS NOTED AS "CLEAR" ARE NOT ADJUSTABLE WITHOUT THE APPROVA L OF THE ARCHITECT. 7. ALL DIMENSIONS OF NEW CONSTRUCTION ARE AS INDICATED TO CENTERLINE OR FACE OF FINISH. 8. CONTRACTOR SHALL VERIFY CLEARANCES FOR DUCTS, FLUES, VENTS, CHASES, FIXTURES, ETC. 9. TRANSITION OF THE FLOORING MATERIAL OCCURS AT THE CENTERLINE OF THE DOOR OR FRAMED OPENING UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 10. SUBSURFACE CONDITIONS DIFFERING FROM THOSE SHOWN ON THE DRAWINGS AND ANY CHANGES IN THE NATURE OF THE WORK SHALL BE BROUGHT T O THE ATTENTION OF THE ARCHITECT AND OWNER BEFORE PROCEEDING WITH THE WORK. 11. ANY ERRORS, OMISSIONS, OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTIO N OF THE ARCHITECT AND THE OWNER BEFORE PROCEEDING WITH THE WORK. 12. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO ASSURE THE STRUCTURAL VALUE AND INTEGRITY OF ANY TEMPORAR Y STRUCTURE. 13. CONTRACTOR SHALL PROTECT ANY SITE CONDITIONS TO REMAIN, INCLUDING LANDSCAPING, PAVING, ETC. 14. LOCATION OF ALL DOORS ADJACENT TO WALLS IS AS 4" FROM FACE OF JAMB TO FACE OF FINISH ADJACENT WALLS U.O.N. 15. CONTRACTOR SHALL COORDINATE ALL WORK WITH ANY OWNER FURNISHED AND INSTALLED FINISHES, EQUIPMENT, APPLIANCES, AND FURNITURE. 16. CONSTRUCTION INCLUDES THE INSTALLATION OF A N.F.P.A. 13 FIRE SPRINKLER AND NFPA 72 FIRE ALARM SYSTEM COMPLYING WITH LOCAL AME NDMENTS. SEPARATE PERMIT REQUIRED FOR UNDERGROUND FIRE SERVICE, FIRE SPRINKLER AND FIRE ALARM SYSTEMS TO BE OBTAINED BY CONTRACTOR. 17. SPRINKLER SYSTEM MUST PROVIDE PROTECTION TO AT LEAST ALL OF THE FOLLOWING AREAS: BATHROOMS, CONCEALED SPACES, WATER HEATER/FU RNACE ROOMS, CLOSETS, LAUNDRY ROOMS, LINEN STORAGE & CHUTE ROOMS, INSIDE LINEN CHUTE AT SECOND FLOOR AND TOP OF THE CHUTE, ATTIC SPACES, UNDER WALK S, OR OVERHANGS, BALCONIES, OR DECKS GREATER THAN FOUR FEET IN DEPTH, AND FLOOR LANDINGS IF WHOLLY OR PARTIAL ENCLOSED, OR OTHER AREAS AS REQD. PRIOR TO INSTALLATION, PLANS & SPECIFICATIONS FOR UNDERGROUND FIRE SERVICE LINE MUST BE SUBMITTED TO THE GSA FIRE PROTECTION ENGINEERING SECTION FOR REVIEW & APPROVAL. MUST INCLUDE CATHODIC PROTECTION SOILS REPORT STATING WHY PROTECTION IS NOT REQUIRED. STANDARD REQUIRED: N.F.PA. 24 & LOCAL ORDINANCE #248 5. 18. A KNOX BRAND KEY BOX MUST BE LOCATED OUTSIDE BUILDINGS/GATES. KEYS MUST BE PROVIDED TO THE FIRE DEPARTMENT SO THEY MAY GAIN A CCESS. ELECTRIC VEHICLE GATES IF REQUIRED OR INDICATED ON DRAWINGS SHALL USE KNOX BLOCK OR KEYED OVERRIDE SWITCH. 19. DUST SUPPRESSION MEASURES SHALL BE IMPLEMENTED IN THE FIELD BY THE CONTRACTOR IN THE FOLLOWING MANNER: DUST GENERATED ON THE PROJECT SITE SHALL BE CONTROLLED BY WATERING ALL EXPOSED AREAS AT LEAST TWICE DAILY DURING EXCAVATION, AND ESPECIALLY DURING CLEARING AND GRADING O PERATIONS. ADDITIONAL WATERING ON WINDY OR HOT DAYS IS REQUIRED TO REDUCE DUST EMISSIONS. STOCKPILES OF SAND, SOIL, AND SIMILIAR MATERIALS SHALL BE COVERED WITH A TARP. COVER TRUCKS HAULING DIRT OR DEBRIS TO AVOID SPILLAGE. PAVING AND/OR LANDSCAPING SHALL BE COMPLETED AS SOON AS FEASIBLE TO REDUCE T HE TIME BARE SURFACES AND SOILS ARE EXPOSED. DUST EMISSIONS DURING CONSTRUCTION WILL BE MINIMIZED THROUGH THE APPLICATION OF WATER REQUIRED BY THE PROJ ECT SPECIFICATIONS. 20. CONSTRUCTION HOURS WILL BE LIMITED IN ACCORDANCE WITH THE WASHINGTON, DC MUNICIPAL CODE AND THE SPECIFIC PROJECT CONDITIONS OF APPROVAL. REPLACEMENT OF (E) RESTAURANT BANNERS ON (E) LAMPOSTS, AND (E) RESTAURANT SIGN OVER ENTRY CARRIAGEWAY. ADDITION OF AN ILLUMINATED SIGN TO (N) CANOPY ON RESTAURANT PAVILION. ALL (E) HOTEL MONACO SIGNAGE TO REMAIN. PAVILION & RESTAURANT WORK UNDER SEPARATE PERMIT. DATE ISSUE DRAWING TITLE NO. DRAWN BY DB, VSD JOB NUMBER 15019 STATE CITY PROJ. NO. ADD'L FAC.NO. ADD'L FACILITY ADDRESS BLDG N0. SUBMISSION PROJ. MGR. DESCRIPTION PROJECT GSA TITLE BUILDING NAME SUB. DATE ZIP CODE CITY STATE STREET CONSTRUCT. PRIME A/E ADDRESS PROJ. MGR. PRIME A/E SUB A/E ADDRESS SUB A/E ADDRESS ARCHITECT/ENGINEER A/E STREET CITY STREET CITY STREET STATE STATE U.S. General Services Administration The Strawbridge Building 20 North 8th Street Philadelphia, PA 19107-3191 Public Buildings Service Mid-Atlantic Region STANTON ARCHITECTURE 1501 MARIPOSA ST, STE 328 SAN FRANCISCO CA STANTON, MICHAEL KPFF CONSULTING ENGINEERS (STRUCTURAL) 221 MAIN ST, STE 800 SAN FRANCISCO CA WICK FISHER WHITE 111 S. INDEPENDENCE MALL EAST, STE 400 PHILADELPHIA PA TARIFF BUILDING 700 F ST NW WASHINGTON DC MARYLAND 20004 RESTAURANT EXPANSION EXPANSION OF EXISTING RESTAURANT INTO COURTYARD OF TARIFF BUILDING STANTON ARCHITECTURE PERMIT SET 03/08/2016 LAURA DOYLE POTOMAC CONSTRUCTION SERVICES PERMIT SUBMITTAL DATE 06/08/2016 7/05/2016 SIGNAGE PERMIT FOR CFA SUBMITTAL AS000 COVER SHEET 1 SHEET INDEX NTS 5 ABREVIATIONS NTS OPP OPPOSITE PT POST TENSIONED PTD PAINTED PVC POLYVINYL CHLORIDE (PLASTIC) PERF PERFORATED PL PROPERTY LINE PLAM PLASTIC LAMINATE PLBG PLUMBING PLYWD PLYWOOD PNL PANEL PRKG PARKING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PRELIM PRELIMINARY QTY QUANTITY QTR QUARTER REF REFRIGERATOR RCP REFLECTED CEILING PLAN REQD REQUIRED RFI REQUEST FOR INFORMATION RFP REQUEST FOR PROPOSAL RESIL RESILIENT RM ROOM RO ROUGH OPENING SCHED SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SPEC SPECIFICATION(S) SST STAINLESS STEEL STD STANDARD STOR STORAGE STRUCT STRUCTURAL SUB SUBSTITUTE SYM SYMBOL SUSP SUSPENDED SSD SEE STRUCTURAL DRAWINGS TEL TELEPHONE THK THICKNESS THRU THROUGH T & B TOP AND BOTTOM T & G TONGUE AND GROOVE TEMP TEMPORARY, TEMPERATURE TV TELEVISION TYP TYPICAL UL UNDERWRITERS LABORATORIES UNO, UON UNLESS NOTED OTHERWISE UTIL UTILITY VAR VARIES, VARIATION VCT VINYL COMPOSITE TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VOL VOLUME VOC VOLATILE ORGANIC COMPOUND VFY VERIFY W/ WITH W/O WITHOUT WD WOOD WF WIDE FLANGE WH WATER HEATER, WALL HUNG WT WEIGHT EXT EXTERIOR FA FIRE ALARM FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIN FINISH FIXT FIXTURE FLR FLOOR FT FEET FRP FIBERGLASS REINFORCED PLASTIC FURN FURNITURE GA GAUGE GSM GALVANIZED SHEET METAL GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GLU LAM GLUED LAMINATED BEAM GWB GYPSUM WALL BOARD GYM GYMNASIUM HORIZ HORIZON HR HOUR HSS HOLLOW STRUCTURAL SECTION HT HEIGHT HVAC HEATING, VENTILATING AND AIR CONDITIONING IN INCHES INCL INCLUDE INFO INFORMATION INSUL INSULATION JAN JANITOR KIT KITCHEN LAV LAVATORY LBS POUNDS LF LINEAR FEET LL LIVE LOAD LTG LIGHTING MAX MAXIMUM MATL MATERIAL MECH MECHANICAL MDF MEDIUM DENSITY FIBERBAORD MIN MINIMUM MISC MISCELLANEOUS MFR MANUFACTURER MTL METAL, MATERIAL MTD MOUNTED ME MATCH EXISTING (N) NEW N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE NO or # NUMBER OC ON CENTER OD OUTSIDE DIAMETER OH OVERHANG A/C AIR CONDITION(ING) (ED) @ AT AB ANCHOR BOLT ACC ACCESSIBLE ACT ACOUSTICAL CEILING TILE ADA AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADDM ADDENDUM ADJ ADJUSTABLE, ADJACENT AFF ABOVE FINISHED FLOOR AGGR AGGREGATE AHU AIR HANDLING UNIT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ALUM ALUMINUM ANOD ANNODIZED BAT BATTEN BITUM BITUMINOUS BD BOARD BLDG BUILDING BOT BOTTOM BDRM BEDROOM BLKG BLOCKING BTWN BETWEEN CAB CABINET CCTV CLOSED-CIRCUIT TELEVISION CLG CEILING CL CENTER LINE CG CORNER GUARD CIP CAST-IN-PLACE CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONF CONFERENCE CONSTR CONSTRUCTION COORD COORDINATE, COORDINATION CORR CORRIDOR CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CSWK CASEWORK CSK COUNTERSINK CTR CENTER CTRL CONTROL (E) EXISTING EA EACH EIFS EXTERIOR INSULATION AND FINISH SYSTEM ELEC ELECTRIC(AL) ELEV ELEVATOR ENCL ENCLOSURE ENVIR ENVIRONMENT EQ EQUAL EQPM EQUIPMENT ETC ET CETERA 3/4" = 1'-0" 3 VICINITY MAP SIGNAGE PERMIT 12" = 1'-0" 2 PROJECT INFORMATION SIGNAGE PERMIT 1 1/2" = 1'-0" 6 GENERAL NOTES SIGNAGE PERMIT 1 1/2" = 1'-0" 4 PROJECT SUMMARY SIGNAGE PERMIT ARCHITECTURAL A900 COVER SHEET A901 EXISTING SIGNAGE A902 PROPOSED SIGNAGE A903 SIGNAGE DETAILS
5

NO. DATE ISSUE - NCPC

Feb 21, 2022

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Page 1: NO. DATE ISSUE - NCPC

PROJECT LOCATION700 F ST NW, WASHINGTON DC, MARYLAND 20004

F ST NW

7T

H S

T N

W

8T

H S

T N

W

ARCHITECT

STANTON ARCHITECTURE1501 MARIPOSA STREET

SUITE 328SAN FRANCISCO, CA 94107

MICHAEL STANTON, FAIA, LEED APT. [415] 865.9600F. [415] 865.9608

[email protected]

CONSTRUCTION MANAGER

AJAX CONSULTING SERVICES, LLC

21 WORTHEN ROADSUITE 102

LEXINGTON, MA 02421

KAREL STEINERT. [401] 265.3426F. [781] 240.0257

[email protected]

MEP ENGINEER

WICK FISHER WHITE111 S. INDEPENDENCE MALL

E SUITE 400PHILADELPHIA, PA 19106

ANTHONY M. DELEONARDOT. [215] 627.0200F. [215] 627.8240

[email protected]

STRUCTURAL ENGINEER

KPFF CONSULTING ENGINEERS221 MAIN STSUITE 800

SAN FRANCISCO, CA 94105

MARC PRESST. [415] 989.1004F. [415] 989.1552

[email protected]

INTERIOR DESIGNER

DAWSON DESIGN ASSOCIATES315 2ND AVENUE SOUTH

SUITE 300 SEATTLE, WA 98104

CRAIG HARDMANT. [206] 932.3102F. [206] 932.4490

[email protected]

LESSEE

PEBBLEBROOK HOTEL TRUST7315 WISCONSIN AVENUE,

SUITE 1100 WEST,BETHESDA, MD 20814

KARI OLSENT. [240] 507.1300

F. N/[email protected]

OWNER

US GSA1800 F STREET, NW WASHINGTON, DC

20405

GARY PORTERT. [202] 205.7766

F. N/[email protected]

SIGNAGE PERMIT FOR NCPC SUBMITTAL

1. ALL WORK SHALL CONFORM TO THE 2015 INTERNATION BUILDING CODE, NFPA 101 AND ALL OTHER APPLICABLE DISTRICT WIDE CODES AND REGULATIONS.

2. THESE DRAWINGS AND NOTES ARE INTENDED TO GENERALLY DESCRIBE THE EXTENT OF THE CONSTRUCTION REQD TO COMPLETE THIS PROJECT AND TO HIGHLIGHT SOME OFTHE SPECIFIC CONDITIONS. THESE DRAWINGS AND NOTES DO NOT CONSTITUTE A FULL DESCRIPTION OF THE WORK REQD TO ACCOMPLISH THIS PROJECT.

3. COORDINATE ALL WORK WITH THE EXISTING CONDITIONS, INCLUDING, BUT NOT LIMITED TO, ADJACENT STRUCTURES AND MECHANICAL, ELECTRICAL, AND OUTSIDE SERVICES.

4. CONTRACTOR SHALL PROVIDE ALL SEISMIC BRACING AND HOLD-DOWN CLIPS AS REQD BY CODE FOR ALL CEILING AND SOFFIT FRAMING CONDITIONS.

5. THE CONTRACTORS SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE AND VERIFY THE SIZEAND CONDITION OF (E) SITE UTILITIES PRIOR TO CONSTRUCTION COMMENCING.

6. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS NOTED "VERIFY" AND (VIF) SHALL BE CHECKED BY THE CONTRACTOR:; REPORTIMMEDIATELY ANY VARIANCES TO THE ARCHITECT FOR RESOLUTION. DIMENSIONS NOTED AS "CLEAR" ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF THE ARCHITECT.

7. ALL DIMENSIONS OF NEW CONSTRUCTION ARE AS INDICATED TO CENTERLINE OR FACE OF FINISH.

8. CONTRACTOR SHALL VERIFY CLEARANCES FOR DUCTS, FLUES, VENTS, CHASES, FIXTURES, ETC.

9. TRANSITION OF THE FLOORING MATERIAL OCCURS AT THE CENTERLINE OF THE DOOR OR FRAMED OPENING UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

10. SUBSURFACE CONDITIONS DIFFERING FROM THOSE SHOWN ON THE DRAWINGS AND ANY CHANGES IN THE NATURE OF THE WORK SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT AND OWNER BEFORE PROCEEDING WITH THE WORK.

11. ANY ERRORS, OMISSIONS, OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT ANDTHE OWNER BEFORE PROCEEDING WITH THE WORK.

12. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO ASSURE THE STRUCTURAL VALUE AND INTEGRITY OF ANY TEMPORARY STRUCTURE.

13. CONTRACTOR SHALL PROTECT ANY SITE CONDITIONS TO REMAIN, INCLUDING LANDSCAPING, PAVING, ETC.

14. LOCATION OF ALL DOORS ADJACENT TO WALLS IS AS 4" FROM FACE OF JAMB TO FACE OF FINISH ADJACENT WALLS U.O.N.

15. CONTRACTOR SHALL COORDINATE ALL WORK WITH ANY OWNER FURNISHED AND INSTALLED FINISHES, EQUIPMENT, APPLIANCES, AND FURNITURE.

16. CONSTRUCTION INCLUDES THE INSTALLATION OF A N.F.P.A. 13 FIRE SPRINKLER AND NFPA 72 FIRE ALARM SYSTEM COMPLYING WITH LOCAL AMENDMENTS. SEPARATE PERMITREQUIRED FOR UNDERGROUND FIRE SERVICE, FIRE SPRINKLER AND FIRE ALARM SYSTEMS TO BE OBTAINED BY CONTRACTOR.

17. SPRINKLER SYSTEM MUST PROVIDE PROTECTION TO AT LEAST ALL OF THE FOLLOWING AREAS: BATHROOMS, CONCEALED SPACES, WATER HEATER/FURNACE ROOMS, CLOSETS, LAUNDRY ROOMS, LINEN STORAGE & CHUTE ROOMS, INSIDE LINEN CHUTE AT SECOND FLOOR AND TOP OF THE CHUTE, ATTIC SPACES, UNDER WALKS, OR OVERHANGS, BALCONIES, OR DECKS GREATER THAN FOUR FEET IN DEPTH, AND FLOOR LANDINGS IF WHOLLY OR PARTIAL ENCLOSED, OR OTHER AREAS AS REQD. PRIOR TO INSTALLATION, PLANS & SPECIFICATIONS FOR UNDERGROUND FIRE SERVICE LINE MUST BE SUBMITTED TO THE GSA FIRE PROTECTION ENGINEERING SECTION FOR REVIEW & APPROVAL. MUST INCLUDE CATHODIC PROTECTION SOILS REPORT STATING WHY PROTECTION IS NOT REQUIRED. STANDARD REQUIRED: N.F.PA. 24 & LOCAL ORDINANCE #2485.

18. A KNOX BRAND KEY BOX MUST BE LOCATED OUTSIDE BUILDINGS/GATES. KEYS MUST BE PROVIDED TO THE FIRE DEPARTMENT SO THEY MAY GAIN ACCESS. ELECTRIC VEHICLEGATES IF REQUIRED OR INDICATED ON DRAWINGS SHALL USE KNOX BLOCK OR KEYED OVERRIDE SWITCH.

19. DUST SUPPRESSION MEASURES SHALL BE IMPLEMENTED IN THE FIELD BY THE CONTRACTOR IN THE FOLLOWING MANNER: DUST GENERATED ON THE PROJECT SITE SHALL BECONTROLLED BY WATERING ALL EXPOSED AREAS AT LEAST TWICE DAILY DURING EXCAVATION, AND ESPECIALLY DURING CLEARING AND GRADING OPERATIONS. ADDITIONAL WATERING ON WINDY OR HOT DAYS IS REQUIRED TO REDUCE DUST EMISSIONS. STOCKPILES OF SAND, SOIL, AND SIMILIAR MATERIALS SHALL BE COVERED WITH A TARP. COVER TRUCKS HAULING DIRT OR DEBRIS TO AVOID SPILLAGE. PAVING AND/OR LANDSCAPING SHALL BE COMPLETED AS SOON AS FEASIBLE TO REDUCE THE TIME BARE SURFACES AND SOILS ARE EXPOSED. DUST EMISSIONS DURING CONSTRUCTION WILL BE MINIMIZED THROUGH THE APPLICATION OF WATER REQUIRED BY THE PROJECT SPECIFICATIONS.

20. CONSTRUCTION HOURS WILL BE LIMITED IN ACCORDANCE WITH THE WASHINGTON, DC MUNICIPAL CODE AND THE SPECIFIC PROJECT CONDITIONS OF APPROVAL.

REPLACEMENT OF (E) RESTAURANT BANNERS ON (E) LAMPOSTS, AND (E) RESTAURANT SIGN OVER ENTRY

CARRIAGEWAY. ADDITION OF AN ILLUMINATED SIGN TO (N) CANOPY ON RESTAURANT PAVILION.

ALL (E) HOTEL MONACO SIGNAGE TO REMAIN.

PAVILION & RESTAURANT WORK UNDER SEPARATE PERMIT.

DATE ISSUE

DRAWING TITLE

NO.

DRAWN BY

DB, VSD

JOB NUMBER

15019

STATECITY

PROJ. NO.

ADD'L FAC.NO.

ADD'L FACILITY

ADDRESS

BLDG N0.

SUBMISSION

PROJ. MGR.

DESCRIPTION

PR

OJE

CT

GSA

TITLE

BU

ILD

ING

NAME

SUB. DATE

ZIP CODE

CITY

STATE

STREET

CONSTRUCT.

PRIME A/E

ADDRESS

PROJ. MGR.PRIME A/E

SUB A/E

ADDRESS

SUB A/E

ADDRESS

AR

CH

ITE

CT/

EN

GIN

EE

R

A/E

STREET

CITY

STREET

CITY

STREET

STATE

STATE

U.S. General Services Administration

The Strawbridge Building20 North 8th Street

Philadelphia, PA 19107-3191

Public Buildings ServiceMid-Atlantic Region

STANTON ARCHITECTURE

1501 MARIPOSA ST, STE 328

SAN FRANCISCO CA

STANTON, MICHAEL

KPFF CONSULTING ENGINEERS (STRUCTURAL)

221 MAIN ST, STE 800

SAN FRANCISCO CA

WICK FISHER WHITE

111 S. INDEPENDENCE MALL EAST, STE 400

PHILADELPHIA PA

TARIFF BUILDING

700 F ST NW

WASHINGTON DC

MARYLAND 20004

RESTAURANT EXPANSION

EXPANSION OF EXISTING RESTAURANT INTO COURTYARD OF TARIFF BUILDING

STANTON ARCHITECTURE

PERMIT SET 03/08/2016

LAURA DOYLE

POTOMAC CONSTRUCTION SERVICES

PERMIT SUBMITTAL DATE

06/08/2016

7/05/2016 SIGNAGE PERMIT FOR CFA SUBMITTAL

AS000

COVER SHEET

1SHEET INDEX

NTS5ABREVIATIONS

NTS

OPP OPPOSITE

PT POST TENSIONED

PTD PAINTED

PVC POLYVINYL CHLORIDE (PLASTIC)

PERF PERFORATED

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PRELIM PRELIMINARY

QTY QUANTITY

QTR QUARTER

REF REFRIGERATOR

RCP REFLECTED CEILING PLAN

REQD REQUIRED

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

SST STAINLESS STEEL

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUB SUBSTITUTE

SYM SYMBOL

SUSP SUSPENDED

SSD SEE STRUCTURAL DRAWINGS

TEL TELEPHONE

THK THICKNESS

THRU THROUGH

T & B TOP AND BOTTOM

T & G TONGUE AND GROOVE

TEMP TEMPORARY, TEMPERATURE

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UNO, UON UNLESS NOTED OTHERWISE

UTIL UTILITY

VAR VARIES, VARIATION

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VOL VOLUME

VOC VOLATILE ORGANIC COMPOUND

VFY VERIFY

W/ WITH

W/O WITHOUT

WD WOOD

WF WIDE FLANGE

WH WATER HEATER, WALL HUNG

WT WEIGHT

EXT EXTERIOR

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FT FEET

FRP FIBERGLASS REINFORCED PLASTIC

FURN FURNITURE

GA GAUGE

GSM GALVANIZED SHEET METAL

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GLU LAM GLUED LAMINATED BEAM

GWB GYPSUM WALL BOARD

GYM GYMNASIUM

HORIZ HORIZON

HR HOUR

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING, VENTILATING AND AIR CONDITIONING

IN INCHES

INCL INCLUDE

INFO INFORMATION

INSUL INSULATION

JAN JANITOR

KIT KITCHEN

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LL LIVE LOAD

LTG LIGHTING

MAX MAXIMUM

MATL MATERIAL

MECH MECHANICAL

MDF MEDIUM DENSITY FIBERBAORD

MIN MINIMUM

MISC MISCELLANEOUS

MFR MANUFACTURER

MTL METAL, MATERIAL

MTD MOUNTED

ME MATCH EXISTING

(N) NEW

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO or # NUMBER

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHANG

A/C AIR CONDITION(ING) (ED)

@ AT

AB ANCHOR BOLT

ACC ACCESSIBLE

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADDM ADDENDUM

ADJ ADJUSTABLE, ADJACENT

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANNODIZED

BAT BATTEN

BITUM BITUMINOUS

BD BOARD

BLDG BUILDING

BOT BOTTOM

BDRM BEDROOM

BLKG BLOCKING

BTWN BETWEEN

CAB CABINET

CCTV CLOSED-CIRCUIT TELEVISION

CLG CEILING

CL CENTER LINE

CG CORNER GUARD

CIP CAST-IN-PLACE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONSTR CONSTRUCTION

COORD COORDINATE, COORDINATION

CORR CORRIDOR

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CSWK CASEWORK

CSK COUNTERSINK

CTR CENTER

CTRL CONTROL

(E) EXISTING

EA EACH

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

ELEC ELECTRIC(AL)

ELEV ELEVATOR

ENCL ENCLOSURE

ENVIR ENVIRONMENT

EQ EQUAL

EQPM EQUIPMENT

ETC ET CETERA

3/4" = 1'-0" 3VICINITY MAP SIGNAGE PERMIT

12" = 1'-0" 2PROJECT INFORMATION SIGNAGE PERMIT

1 1/2" = 1'-0" 6GENERAL NOTES SIGNAGE PERMIT

1 1/2" = 1'-0" 4PROJECT SUMMARY SIGNAGE PERMIT

ARCHITECTURAL

A900 COVER SHEETA901 EXISTING SIGNAGEA902 PROPOSED SIGNAGEA903 SIGNAGE DETAILS

Page 2: NO. DATE ISSUE - NCPC

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DN

DN

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E S

TR

EE

T N

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F S

TR

EE

T N

W

7TH STREET NW

SHADED AREA NOT IN SCOPE

FURNITURE NOT IN SCOPE, SHOWN FOR CONTEXT PURPOSES ONLY.

2

(E) RESTAURANT BANNERS ATTACHED TO LAMPOSTS. SIGNS TO BE REPLACED, LAMPOSTS TO REMAIN.

(E) CARRIAGEWAY ENTRY RESTAURANT SIGN OVER DOORWAY TO BE UPDATED

EXISTING

(E) RESTAURANT SIGN ON RAILING TO BE REMOVED. RED STAIRWELL AWNING TO REMAIN.

(E) RESTAURANT SIGN MOUNTED ON (E) RAILING TO BE REPLACED. (E) HOTEL MONACO SIGN TO REMAIN.

DATE ISSUE

DRAWING TITLE

NO.

DRAWN BY

DB, VSD

JOB NUMBER

15019

STATECITY

PROJ. NO.

ADD'L FAC.NO.

ADD'L FACILITY

ADDRESS

BLDG N0.

SUBMISSION

PROJ. MGR.

DESCRIPTION

PR

OJE

CT

GSA

TITLE

BU

ILD

ING

NAME

SUB. DATE

ZIP CODE

CITY

STATE

STREET

CONSTRUCT.

PRIME A/E

ADDRESS

PROJ. MGR.PRIME A/E

SUB A/E

ADDRESS

SUB A/E

ADDRESS

AR

CH

ITE

CT/

EN

GIN

EE

R

A/E

STREET

CITY

STREET

CITY

STREET

STATE

STATE

U.S. General Services Administration

The Strawbridge Building20 North 8th Street

Philadelphia, PA 19107-3191

Public Buildings ServiceMid-Atlantic Region

STANTON ARCHITECTURE

1501 MARIPOSA ST, STE 328

SAN FRANCISCO CA

STANTON, MICHAEL

KPFF CONSULTING ENGINEERS (STRUCTURAL)

221 MAIN ST, STE 800

SAN FRANCISCO CA

WICK FISHER WHITE

111 S. INDEPENDENCE MALL EAST, STE 400

PHILADELPHIA PA

TARIFF BUILDING

700 F ST NW

WASHINGTON DC

MARYLAND 20004

RESTAURANT EXPANSION

EXPANSION OF EXISTING RESTAURANT INTO COURTYARD OF TARIFF BUILDING

STANTON ARCHITECTURE

PERMIT SET 03/08/2016

LAURA DOYLE

POTOMAC CONSTRUCTION SERVICES

PERMIT SUBMITTAL DATE

06/08/2016

7/05/2016 SIGNAGE PERMIT FOR CFA SUBMITTAL

AS001

EXISTING SIGNAGE

1" = 20'-0" 1EXISTING SIGNAGE

Page 3: NO. DATE ISSUE - NCPC

ADA

3'-8

"

3'-0"1'-5 3/8"

DN

8TH STREET NW

E S

TR

EE

T N

W

F S

TR

EE

T N

W

7TH STREET NW

SHADED AREA NOT IN SCOPE

FURNITURE NOT IN SCOPE, SHOWN FOR CONTEXT PURPOSES ONLY.

FURNITURE NOT IN SCOPE, SHOWN FOR CONTEXT PURPOSES ONLY.

2

2

(N) STEEL PLATE ILLUMINATED RESTAURANT SIGNAGE ATTACHED TO STEEL PLATE DOORWAY CANOPY

(N) CARRIAGEWAY ENTRY SIGN OVER (E) DOORWAY

(N) UPDATED BANNERS ATTACHED TO (E) LAMPOSTS

AS003

2

(N) RESTAURANT SIGN TO BE ADDED TO (E) RAILING.(E) HOTEL MONACO SIGN TO REMAIN.

DATE ISSUE

DRAWING TITLE

NO.

DRAWN BY

DB, VSD

JOB NUMBER

15019

STATECITY

PROJ. NO.

ADD'L FAC.NO.

ADD'L FACILITY

ADDRESS

BLDG N0.

SUBMISSION

PROJ. MGR.

DESCRIPTION

PR

OJE

CT

GSA

TITLE

BU

ILD

ING

NAME

SUB. DATE

ZIP CODE

CITY

STATE

STREET

CONSTRUCT.

PRIME A/E

ADDRESS

PROJ. MGR.PRIME A/E

SUB A/E

ADDRESS

SUB A/E

ADDRESS

AR

CH

ITE

CT/

EN

GIN

EE

R

A/E

STREET

CITY

STREET

CITY

STREET

STATE

STATE

U.S. General Services Administration

The Strawbridge Building20 North 8th Street

Philadelphia, PA 19107-3191

Public Buildings ServiceMid-Atlantic Region

STANTON ARCHITECTURE

1501 MARIPOSA ST, STE 328

SAN FRANCISCO CA

STANTON, MICHAEL

KPFF CONSULTING ENGINEERS (STRUCTURAL)

221 MAIN ST, STE 800

SAN FRANCISCO CA

WICK FISHER WHITE

111 S. INDEPENDENCE MALL EAST, STE 400

PHILADELPHIA PA

TARIFF BUILDING

700 F ST NW

WASHINGTON DC

MARYLAND 20004

RESTAURANT EXPANSION

EXPANSION OF EXISTING RESTAURANT INTO COURTYARD OF TARIFF BUILDING

STANTON ARCHITECTURE

PERMIT SET 03/08/2016

LAURA DOYLE

POTOMAC CONSTRUCTION SERVICES

PERMIT SUBMITTAL DATE

06/08/2016

7/05/2016 SIGNAGE PERMIT FOR CFA SUBMITTAL

AS002

PROPOSED SIGNAGE

1/16" = 1'-0" 1PROPOSED SIGNAGE

Page 4: NO. DATE ISSUE - NCPC

EQ EQ

6"

1 3

/4"

7 3

/4"

3" STEEL TUBE (KPFF TO CONFIRM SIZE)

STEEL PLATE EA. SIDE 1/4" THICK

ILLUMINATED SIGN

LINE OF CANOPY ABOVE

JBOX CONDUITS UP FROM SLAB BELOW

FACE OF PAVILION EXTERIOR GLASS

ALIGN EDGE OF SIGN WITH STONE FLOOR BELOW

NOTE: GRIND ALL VISIBLE WELDS SMOOTH

4' - 0"

1

AS003

INSIDE OUTSIDE

EXTERIOR GLAZING OF PAVILION

STEEL PLATE CANOPY

1/4" THICK STEEL CASING ON EA. SIDE OF SIGN

ILLUMINATED SIGN

WELD

6" 5"

WHITE LED

120V LED POWER SUPPLY WITH DISCONNECTED SWITCH

1/2" CLEAR ACRYLIC WITH GOLD VINYL OVERLAY

WELD TO EMBED PLATE

TO A/C POWER

DATE ISSUE

DRAWING TITLE

NO.

DRAWN BY

DB, VSD

JOB NUMBER

15019

STATECITY

PROJ. NO.

ADD'L FAC.NO.

ADD'L FACILITY

ADDRESS

BLDG N0.

SUBMISSION

PROJ. MGR.

DESCRIPTION

PR

OJE

CT

GSA

TITLE

BU

ILD

ING

NAME

SUB. DATE

ZIP CODE

CITY

STATE

STREET

CONSTRUCT.

PRIME A/E

ADDRESS

PROJ. MGR.PRIME A/E

SUB A/E

ADDRESS

SUB A/E

ADDRESS

AR

CH

ITE

CT/

EN

GIN

EE

R

A/E

STREET

CITY

STREET

CITY

STREET

STATE

STATE

U.S. General Services Administration

The Strawbridge Building20 North 8th Street

Philadelphia, PA 19107-3191

Public Buildings ServiceMid-Atlantic Region

STANTON ARCHITECTURE

1501 MARIPOSA ST, STE 328

SAN FRANCISCO CA

STANTON, MICHAEL

KPFF CONSULTING ENGINEERS (STRUCTURAL)

221 MAIN ST, STE 800

SAN FRANCISCO CA

WICK FISHER WHITE

111 S. INDEPENDENCE MALL EAST, STE 400

PHILADELPHIA PA

TARIFF BUILDING

700 F ST NW

WASHINGTON DC

MARYLAND 20004

RESTAURANT EXPANSION

EXPANSION OF EXISTING RESTAURANT INTO COURTYARD OF TARIFF BUILDING

STANTON ARCHITECTURE

PERMIT SET 03/08/2016

LAURA DOYLE

POTOMAC CONSTRUCTION SERVICES

PERMIT SUBMITTAL DATE

06/08/2016

7/05/2016 SIGNAGE PERMIT FOR CFA SUBMITTAL

AS003

SIGNAGE DETAILS - CANOPY

3" = 1'-0" 2CANOPY SIGNAGE PLAN

3" = 1'-0" 1CANOPY SIGNAGE SECTION

3RESTAURANT ENTRANCE CANOPY AND SIGNAGE

NTS

SIGN A

Page 5: NO. DATE ISSUE - NCPC

BANNER TYPE 'C1' BANNER TYPE 'C2'

(E) LAMPOST

± 6

' V

.I.F

.

30" V.I.F.

9' - 9"

1/4" F.C.O. ALUMINIUM PATTERN

1/2" CLEAR ACRYLIC LETTERS WITH GOLD VINYL OVERLAY

(E) CARRIAGEWAY ENTRANCE

58

.5"

V.I.F

.

2' - 8"

1' -

8"

3/4" PAINTED ALUMINIUM PLATE ATTACHED TO EXISTING RAILING WITH CONCEALED FASTENERS

1/2" CLEAR ACRYLIC LETTERS WITH GOLD VINYL OVERLAY

(E) RAILING

NOTE: TWO (E) ADJACENT HOTEL MONACO SIGNS ALONG RAILING TO REMAIN.

DATE ISSUE

DRAWING TITLE

NO.

DRAWN BY

DB, VSD

JOB NUMBER

15019

STATECITY

PROJ. NO.

ADD'L FAC.NO.

ADD'L FACILITY

ADDRESS

BLDG N0.

SUBMISSION

PROJ. MGR.

DESCRIPTION

PR

OJE

CT

GSA

TITLE

BU

ILD

ING

NAME

SUB. DATE

ZIP CODE

CITY

STATE

STREET

CONSTRUCT.

PRIME A/E

ADDRESS

PROJ. MGR.PRIME A/E

SUB A/E

ADDRESS

SUB A/E

ADDRESS

AR

CH

ITE

CT/

EN

GIN

EE

R

A/E

STREET

CITY

STREET

CITY

STREET

STATE

STATE

U.S. General Services Administration

The Strawbridge Building20 North 8th Street

Philadelphia, PA 19107-3191

Public Buildings ServiceMid-Atlantic Region

STANTON ARCHITECTURE

1501 MARIPOSA ST, STE 328

SAN FRANCISCO CA

STANTON, MICHAEL

KPFF CONSULTING ENGINEERS (STRUCTURAL)

221 MAIN ST, STE 800

SAN FRANCISCO CA

WICK FISHER WHITE

111 S. INDEPENDENCE MALL EAST, STE 400

PHILADELPHIA PA

TARIFF BUILDING

700 F ST NW

WASHINGTON DC

MARYLAND 20004

RESTAURANT EXPANSION

EXPANSION OF EXISTING RESTAURANT INTO COURTYARD OF TARIFF BUILDING

STANTON ARCHITECTURE

PERMIT SET 03/08/2016

LAURA DOYLE

POTOMAC CONSTRUCTION SERVICES

PERMIT SUBMITTAL DATE

06/08/2016

7/05/2016 SIGNAGE PERMIT FOR CFA SUBMITTAL

AS004

SIGNAGE DETAILS - CARRIAGEWAY

1 1/2" = 1'-0" 2LAMPOST BANNER

1" = 1'-0" 1CARRIAGEWAY SIGNAGE ELEVATION

3" = 1'-0" 3RESTAURANT SIGN ON NORTHEAST PROPERTY RAILING

SIGN B SIGN D

SIGN C