01_ARCHITECTURAL_-_Addendum_01.pdf

INSULATION - RIGID

ALUMINUM

STEEL

GYPSUM

C.M.U.BRICK PLYWOOD

FINISH WD.

EARTH / FILL

GRAVEL INSULATION - BATT

CONTINUOUS

BLOCKING

DISCONTINUOUS

BLOCKING

GLASS

Granite

Carpet Tile

Carpet Tile

GYPSUM Type X

Mineral Wool

A8.8

LARGE

CONFERENCE

STOR.000.1G

1500 SF

1500 SF

A101

SIM

N 1 1/8" = 1'-0" View Name

DRAWING NAME

DRAWING SCALE

DRAWING NUMBER

TRUE NORTH

(IF APPLICABLE)

LEVEL NAME

+100'-0"

WORK POINT

DATUM

SPOT ELEVATION

LEVEL NAME

ELEVATION

ARCH. ROOM NO.

ROOM NAME

AGENCY / OCCUPANT

ROMM AREA

Conference RoomROOM NAME

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

DRAWING NO.

SHEET NO.

PARTITION TYPE TAG

(RE: PARTITION SHEET

FOR DEFINITIONS)

TYP

?00 000KEYNOTE TAG

(BASED ON CSI FORMAT)

10.1STRUCTURAL GRIDLINE

M204 2FG1a

A101

1 SIM

DOOR NO.

DOOR GROUP

HARDWARE SET

DRAWING NO.

SHEET NO.

CALLOUT BOUNDRY

22AD120-E

(MATCHLINE)

CEILING TYPE

HEIGHT ABOVE FLOOR

2' x 2' ACT

1'-0" AFF

FINISH TYPE

SPECIALITY TYPE

CT 01

CPT 01

FLOOR TYPE TRANSITION

FLOOR FINISH TYPE

FLOOR FINISH TYPE

1t

A1

?CPT-1

ALIGN ELEMENTS ALIGN

PARTITION TYPE TAG

(BULKHEAD) A1

ALT. ROOM NO.

?19.20

SPECIAL KEYNOTE TAG

(BASED ON AGENCY

P.O.R. DOCUMENTS)

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I -676

I -

VICINITY MAPLOCATION MAP

EXISTING

FUTURE CONSTRUCTION

NEW CONSTRUCTION

DEMOLITION

Building Shell Definition Building shell is the complete enveloping structure, the base building systems, and the finished common areas of a building that adjoin the tenant areas.

The building shell definition is further detailed in Table 3-2. Shell Definition. The definition of TIs is found in section 3.6.1. The separation of building shell and TIs is observed in commercial real estate practice. The PDG provides a standard definition of the elements of the building shell to support regional consistency in the application of TI allowances. In addition to building shell and TIs, there may be building security requirements that are a separate capital investment in the property. These security costs are not included in the building shell or TI for allowance or rate setting purposes as discussed in section 3.10.2.B.

PBS must estimate the cost of the design and construction of the building shell elements for construction projects, both above and below prospectus level, including courthouses and LPOEs. Any demolition costs associated with backfill occupancies are included in the building shell, as are any necessary replacements of shell elements.

While the shell definition is not a prescription for how PBS should design buildings or engineer base building systems, it establishes a comprehensive market-based boundary between building shell and tenant work. If a tenant agency desires upgrades to base building systems above design standards for federal construction, the upgrades must be identified in the construction contract to obtain a separate price from the building shell, as these tenant agency-driven upgrades to building shell are considered TIs. See section 3.6.9 for further discussion on tenant agency-driven shell enhancements.

Although some of the specifics may vary from the practice of local real estate markets, PBS must require shell items to be priced as nationally defined so that the distinction between shell and TIs is consistently applied for all PBS tenant agencies across the country.

The building shell includes the following items for the base building and tenant areas. Specifics for TIs are located in section 3.6.2.

Base Building

• Base structure and building enclosure components (windows with exterior finishes) are complete.

• Base building electrical and mechanical systems (e.g., central fire alarm, chiller plant, cooling tower) are complete and functional.

• All common areas, such as lobbies, elevators, fire egress corridors and stairwells, garages, and service areas are complete. (Circulation corridors are provided as part of the base building only on multi-tenanted floors where the corridor is common to more than one tenant. On single tenant floors, only the fire egress corridor necessary to meet code is provided as part of the shell.)

• Building common restrooms are complete and operational.

• Building cores on each floor with assignable space contain the following: tappable domestic water riser, service sanitary drain, sanitary vent, ready for extension to tenant-demised areas.

• Electrical power distribution panels and circuit breakers available in an electrical closet, with capacity at 277/480 volt and 120/208 volt, 3-phase, 4-wire providing 7 watts per USF.

• Designated connection point to the central fire alarm system for extension to tenant-demised areas.

• Distribution backboard within a wire closet for connection to tenant’s telephone lines. Vertical conduit (empty sleeve) through building core, available for tenant wiring/cabling.

Tenant Areas

• Broom-clean concrete floor slab, with level floor not varying more than ¼ inch over 10- foot horizontal run in accordance with American Concrete Institute Standards.

• Gypsum wallboard, spackled and prime painted, on exterior perimeter walls and interior core walls, is installed.

• 2 by 2 feet suspended acoustical ceiling with 2 by 2 feet parabolic fluorescent (or other building standard, such as 2 by 4 feet fixtures) installed in the ceiling grid for an open office plan at the rate of one fixture per 80 USF, is installed.

• Common corridor stud walls, without gypsum board on demised tenant premises side and without suite entry door, are installed.

• Central heating, ventilation, and air conditioning (HVAC) systems are installed and operational, including, as appropriate, main and branch lines, variable air volume boxes, dampers, flex ducts and diffusers, for open office layout. Conditioned air through medium pressure ductwork at a rate of .75 cfm per square foot of usable area is provided.

• Sprinkler mains and distribution piping in a protection layout (open plan) with heads turned down, concealed with an escutcheon or trim plate, are installed.

Tenant Improvement Definition TIs are the finishes and fixtures that typically take space from the shell condition to a finished, usable condition. The resulting space is complete, meets applicable building codes, and meets the tenant agency’s functional needs.

It is commonplace for there to be building standards for TIs (such as glass or solid wood for suite entry doors, a restricted color palette for paint and carpeting, a certain kind of blind for exterior windows).

The existence of building standards does not mean that PBS covers these as part of building shell–they are still TIs. The standards simply represent restrictions on what the tenant agency can elect to do within the tenant space.

Similarly, standards identified in design guides for LPOEs, courthouses, and other federal facilities are not part of the building shell simply because they are called “standards.”

TIs include:

• Electrical wiring, outlets, and horizontal conduit, including cable trays and hooks, within the tenant agency’s demised premises and to the building core. Telephone jacks, data jacks, and horizontal conduit, including cable trays and hooks, within the tenant agency’s demised premises and to the building core. (Telephone and computer wiring and cabling may be funded within the TI allowance or provided by the tenant agency.)

• Carpeting or other floor covering; raised access flooring.

• Plumbing fixtures within the demised premises and all lines connecting to the building core–except for common bathrooms.

• Partitioning and wall finishes.

• Doors (including suite entry), sidelights, frames, and hardware.

• Millwork.

• Fire alarm wiring from building core to tenant agency space and then within tenant agency space; pull stations; strobes; annunciators; and exit signage within the demised premises.

• Thermostats.

• Window treatments.

• Supplemental power, cooling or heating (above the open office plan layout capacities provided in the base building); higher rates of air exchanges (if it entails additional or upgraded air handling equipment); pathogen control systems; and all other special HVAC components required by specific tenant agency needs, and tenant agency program equipment (such as fume hoods and exhaust systems).

• Adjustment or repositioning of sprinkler heads to avoid conflict with tenant agency’s particular office partition layout; additional sprinklers required by local code to meet tenant agency’s layout, or ceiling grid adjustments and consequent repositioning of sprinkler heads to the center of ceiling tiles.

• Tenant agency signage in the common corridor and within the tenant agency’s leased area. (An overall tenant directory in the building lobby is part of building shell.)

• Changes (moves) or additions to the open-plan lighting pattern, or to the open-plan HVAC distribution network (e.g., additional ductwork, ceiling diffusers) to accommodate individual office layout.

• Upgrades or changes to building standard items, such as plaster or vaulted ceilings, specialty lighting, and upgraded ceiling tile.

• Structural enhancements to base building to support unconventional floor loads, such as a library.

• Private bathrooms, private elevators, or staircases within tenant agency space specifically requested by the tenant agency for its use.

Building security requirements are separate capital investments in the property that are neither Shell nor TIs.

For more information on Shell and TI, please visit www.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricin gpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/rentpricingpolicywww.gsa.gov/ren tpricingpolicywww.gsa.gov/rentpricingpolicy to view GSA’s Pricing Desk Guide, 4th Edition. Chapter 3 references pricing in federally owned space.

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(SBU)

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STATES GOVERNMENT, COPYING,

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DISTRIBUTION OF THIS

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Do not Remove this Notice.

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ARCH STREET

© 2016 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Arch i tec t : SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

Pl ott ed

KEY PLAN

As indicated

A0.00

Cover Sheet

1158.00Author

05.27.2016

600 Arch Street Philadelphia, PA 19107

Green Federal Building Consolidation

N O

T

F O

R

C

O N

S T R

U C

T I O

N

F o r

R e v ie w

O n l y

Program + Strategy Consultant Studio Hillier 190 Witherspoon Street Princeton NJ 08542

Greenman - Petersen, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 102 Scranton, PA 18505

Cerami & Associates 404 Fifth Avenue New York, NY 10018

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suite 230 Washington, DC 20005

Weidlinger Associates, INC 1825 K Street Avenue NW Suite 350 Washington, DC 20006

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Suite 850 Reston, VA 20191

Structural Engineer

MEP Engineer

Acoustical Consultant

Cost Specialist

Security + Blast

Praxis Building Solutions, LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

GSA Project Data William J. Green Federal Building GSA Project #: VPA00027 GSA Building #: PA0277 GSA Contract #: GS-03P-14-AZ-C-0020 GSA Solicitation #: GS-03P-15-AZ-C-1020

GENERAL PROJECT NOTES

1 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH PERTINENT CODES, RULES, ORDINANCES, AND

REGULATIONS OF THE LOCAL, STATE, AND FEDERAL GOVERNING AUTHORITIES.

2 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA SAFETY AND HEALTH

STANDARDS.

3 PRIOR TO EXCAVATIONS OR EARTH MOVING, CONTRACTOR(S) SHALL PHYSICALLY LOCATE

ALL UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA.

4 THE CONTRACTOR(S) SHALL PROTECT ADJACENT PROPERTIES AND ADJACENT BUILDING

AND SITE FEATURES, BEYOND THE GENERAL BOUNDARY OF CONSTRUCTION OPERATIONS,

AND CURBING /PAVEMENT AND OTHER SITE FEATURES WITHIN THE LIMIT OF WORK (L.O.W.)

FROM DAMAGE AND DEBRIS. IMMEDIATELY MAKE REPAIRS OR CORRECTIONS TO RETURN

THE DAMAGED ITEMS TO THEIR PREVIOUS STATE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACING ALL ITEMS DAMAGED DURING CONSTRUCTION.

5 ALL DIMENSIONS & EXISTING CONDITIONS SHALL BE CHECKED & VERIFIED BY THE

CONTRACTOR BEFORE PROCEEDING WITH THE WORK. ANY DISCREPANCIES BETWEEN

ACTUAL CONDITIONS AND THOSE DOCUMENTED SHALL IMMEDIATELY BE BROUGHT TO THE

ATTENTION OF THE ENGINEER, PRIOR TO PROCEEDING WITH THE WORK.

6 ALL HISTORIC ITEMS ON THE SITE ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR

SHALL REVIEW ALL ITEMS TO BE REMOVED WITH THE OWNER PRIOR TO EXCAVATION AND

DEMOLITION.

7 EXCAVATE EARTH AND STONE TO DEPTH OF NEW FOUNDATIONS AND CONSTRUCTION, OR

TO UNDISTURBED SOIL OR STRUCTURALLY SOUND FILL, WHICHEVER IS GREATER. REF.

STRUCTURAL DRAWINGS, CIVIL DRAWINGS AND SITE MANAGEMENT REPORT TO

COORDINATE EXTENT OF EXCAVATIONS AND EXTENT OF IMPORTED STRUCTURAL FILL.

8 INFORMATION REGARDING PROPERTY LINES AND EXISTING BUILDING LOCATIONS AND

ELEVATION DATA WERE OBTAINED FROM SURVEYS PROVIDED BY THE OWNER. THE

CONTRACTOR(S) SHALL VERIFY ALL CONDITIONS NOTED ON THESE DRAWINGS AND NOTIFY

THE ENGINEER OF ANY DEVIATIONS BETWEEN ACTUAL AND DOCUMENTED CONDITIONS

PRIOR TO COMMENCING CONSTRUCTION.

9 DO NOT SCALE DRAWINGS.

10 DIMENSIONS SHOWN ARE FROM CENTER OF STRUCTURAL ELEMENT OR FACE OF STUD

UNLESS NOTED OTHERWISE.

11 OBJECTS WHICH APPEAR TO ALIGN ARE TO BE CONSTRUCTED AS SUCH UNLESS NOTED

OTHERWISE.

12 PROVIDE NEW BLAST RESISTANT FILM ON ALL EXISTING PERIMETER WINDOWS THAT ARE IN

TENANT SPACES INDICATED TO BE RENOVATED IN 'TI' SCOPE. REFER TO SPECIFICATIONS

AND SHEET A0.10 FOR EXTENTS.

MATERIALS LEGEND

JAN Janitor JC Janitor Closet JT Joint JST Joist KEC Kitchen Equip. Contractor KTTE Kitchenette LAM Laminate(d) LAV Lavatory L Length, Long LT Light LP Lighting Panel LTWT Lightweight LIN Linear LKR Locker LVR Louver LP Low Point MACH Machine MAINT Maintenance MH Manhole MFR Manufacturer MAR Marble MRB TH Marble Threshold MAS Masonry MO Masonry Opening MAX Maximum MECH Mechanical M CAB Medicine Cabinent MEMB Membrane MTL Metal MTLTH Metal Threshold MID Middle MIN Minimum MIR Mirror MISC Miscellaneous MOD Modular MLD Molding MR Mop Receptacle MULL Mullion MT Muntin NOM Nominal NIC Not in Contract NTS Not To Scale NO Number OC On Center OPNG Opening OPR Operator, Operable OPP Opposite OPP HAND Opposite Hand ORN Ornamental OD Outside Diameter OA Overall (DIM) OH Overhead PT / PTD Painted PR Pair PNL Panel PKG Parking PTN Partition PAV Paver, Paving PERF Perforated PERP Perpendicular PD Planter Drain PLAS Plaster PLAM Plastic Laminate PL Plate PL GL Plate Glass PLUMB Plumbing PLYWD Plywood PT Point POL Polished PVC Polyvinyl Chloride lb Pound PRC Precast PRJ Projected PL Property Line QT Quarry Tile RAD Radiator R/RA Radius, Riser RL Rain Leader RWC Rain Water Conductor RECPT Receptacle RECEPT Reception REC Recessed REF Reference REFL Reflect(ive) REFG Refrigerator REINF Reinforce, Reinforcing RC Reinforced Concrete RELOC Relocate REM Remove, Removable REQ'D Required RESIL Resilient RB Resilient Base RF, RT Resilient Flooring, (Tile) RET Return REV Revision ROW Right of Way R Riser RF Roof RD Roof Drain RFM Roof Match RFG Roofing RM Room RO Rough Opening SAN Sanitary SCH Schedule SLNT Sealant SEC Secretary SECT Section SWE Secure Work Environment SEW Sewer SHT Sheet SHLV Shelving SHWR Shower SIM Similar SK Sketch SL Slab SL STK Soil Stack SC Solid Core SDM Spatial Data Management SPEC Specification SP BLK Splash Block SPR Sprinkler, Single Ply Roofing SQ Square SSTL Stainless Steel STD Standard STA Station STL Steel STIF Stiffner STN Stone STOR Storage STF Storefront ST W Storm Water STRUCT Structur(e),(ural) SIP Structural Insulated Panel SUP Support SURF Surface SUSP Suspended SCG Suspended Ceiling SYM Symmetrical SYN Synthetic SYS System TK Tackboard TEL Telephone TEMP Tempered, Temperature TI Tenant Improvement Package TC Terra Cotta TERR Terrazzo TRASF Terrazzo Tile TSAT Thermostat THK Thickness, Thick THR Threshold THRU Through T Tile TOIL Toilet TPD Toilet Paper Dispenser TPT Toilet Partition TOS Top of Slab TO STL Top of Steel TT Towel Dispenser / Receptor TD/R Transformer TYP Typical UFD Under Floor Duct UL Underwriters Laboratory UNFIN Unfinished UNO Unless Noted Otherwise UR Urinal VR Vapor Retarder VAR Varies VP Vent Pipe V STK Vent Stack VENT Ventilate VIF Verify in Field VERT Vertical VEST. Vestible VIN Vinyl VCT Vinyl Composition Tile VWC Vinyl Wall Covering V Volt WSCT Wainscot MAT Walk off Mat Material WP Wall Protection WC Water Closet WH Water Heater WP Waterproofing W Watt / Width/ Women WT Weight WWF Welded Wire Fabric WIN Window WM Wire Mesh WG Wired Glass w/ With w/o Without WD Wood WW Wood Wainscot WI Wrought Iron

ABV Above AFF Above Finish Floor ACC Access ACFL Access Flooring AP Access Panel ARCH Achitect(ural)(ure) ACOUST Acoustical ACT Acoustical Ceiling Tile ACP Acoustical Panel ADD Addition, Additional ADH Adhesive ADJ Adjacent AGG Adjustable Aggregate A/C Air Conditioning ALT Alternate ALUM Aluminum ANCH Anchor, Anchorage ANG Angle ANOD Annodized APPD Approved APX Approximate(ly) AD Area Drain ASPH Asphalt(ic) BSMT Basement BM Beam B.M. Beanch Mark BLW Below BET / BTWN Between BIT Bituminous BLK Block BLKG Blocking BS Both Sides BTM Bottom BK Brick BRZ Bronze BLDG Building BUR Built-Up Roofing BN Bullnose CAB Cabinent CUH Cabinent Unit Heater CPT Carpet CPT T Carpet Tile CI Cast Iron C ST Cast Stone CAT Catalogue CB Catch Basin CH Ceiling CH Ceiling Height CEM Cement CEN, CL Center Line C/C Center to Center CER Ceramic CT Ceramic Tile CTW Ceramic Tile Wainscot CHBD Chalkboard [ Channel CO Cleanout CLR Clear CL Closet CLOS Closure CFMF Cold-Formed Metal Framing COL Column COMP Composition CMPR Compressible CONC Concrete CMU Concrete Masonry Unit CND Conduit CONN Connection CONST Construction CONT Continue, Continuous CONTR Contractor CJ Control Joint COORD Coordinate, Coordinated CPR Copper C&S Core & Shell Package CG Corner Guard CORR Corridor CTR Counter CTR FL Counter Flashing CRS Courses CF Cubic Feet CY Cubic Yard CRTWL Curtain Wall DP Dampproofing DEG Degree DEM Demolish DEPT Department DEPR Depress(ed) DET, DTL Detail DIAG Diagram DIAM Diameter DIM Dimension DISP Dispenser DISPL Disposal DIST Distance DO Ditto DIV S Divider Strip DOH Door Opening Height DOW Door Opening Width DA Double Acting DH Double Hung DN Down DS Downspout DR Drain DWG Drawing DF Drinking Fountain EA Each ELEC Electric EWC Electric Water Cooler EL Elevation ELEV Elevator, Elevation EMER Emergency ENCLO Enclosure ENT Entrance EPOX Epoxy Paint EQ Equal EQUIP Equipment EXH Exhaust EXIST, EXG Existing ETR Existing To Remain EB Expansion Bolt EJ Expansion Joint EXP Exposed EXT Exterior EFIS Exterior Insulation Finish System EXTR Extruded, Extrusion FWC Fabric Wall Covering F Face FOC Face of Column FOW Face of Wall FIB Fiberglass FF Finish Floor FIN Finish(ed) FA Fire Alarm FE Fire Extinguisher FEB Fire Extinguisher Bracket FEC Fire Extinguisher Cabinent FHE Fire Hose & Extinguisher FHC Fire Hose Cabinent Fireproofing FPRG Fire Retardant FSP Fire Standpipe FRTW Fire Treated Wood FIXT Fixture FLASH Flashing FSR Flexible Sheet Roofing FL Floor FD Floor Drain FLOUR Flourescent FT Foot / Feet FTG Footing FNDN Foundation FR Frame FRMG Framing FAI Fresh Air Intake FS Full Size FUR Furring GAL Gallon GALV Galvanized GP Galvanized Pipe G Gas, Natural GA Gauge, Gage GEN Generator, General GL Glass / Glazing / Glazed GL BL Glass Block GFRPC Glass Fiber Reinforced Precast

Concrete GSFT Glazed Structural Facing Tile GR Grade, Grading GS Gravel Stop GYP Gypsum GWB Gypsum Wall Board HS Half Size HDCP Handicapped HDW Hardware HDWD Hardwood HD Head HDR Header HTG Heating HT Height HP High Poimt HM Hollow Metal HORIZ Horizontal HB Hose Bibb HR Hour HYD Hydraulic in, " Inch INCL Include INFO Information ID Inside Diameter INS Insulate INSUL Insulation, Insulating, Insulated INT Interior INV Invert

SYMBOLS LEGEND

GREEN FEDERAL BUILDING CONSOLIDATION

Phase Legend

GENERAL CORE & SHELL PACKAGE NOTES

1 ELEMENTS SHOWN AS "FUTURE CONSTRUCTION" OR THAT ARE TO BE INCLUDED IN THE

"TENANT IMPROVEMENT" PACKAGE, ARE SHOWN FOR REFERENCE ONLY AND SHOULD

NOT BE INCLUDED IN THE PRICING OF THE "CORE & SHELL PACKAGE." THESE

REPRESENTATIONS ARE TO BE USED TO HELP UNDERSTAND THE PROJECT DIRECTION

AND ARE SUBJECT TO CHANGE.

2 THE REFLECTED CEILING PLAN @ LEVEL 07 REPRESENTS A TYPICAL CEILING LAYOUT FOR

LEVELS: 03, 06-09 AND SHOULD BE USED AS A BASELINE FOR OTHER FLOORS UNLESS

THOSE FLOORS ARE INCLUDED IN THIS PACKAGE. THE LEVEL 07 RCP IS ALSO PARTIALLY

APPLICABLE TO LEVELS: 04-05. RE: REFLECTED CEILING PLANS

3 [BASE BID] THE TYPICAL DEMISING WALL BETWEEN TENANT SPACE AND COMMON SPACE

SHALL BE AS SHOWN ON A7.01: "BASELINE DEMISING WALL." ALL OTHER DEMISING

PARTITION TYPES SHALL BE CONSIDERED TENANT UPGRADES AND NOT INCLUDED IN THE

BASE BID.

4 [BASE BID] TENANT ENTRY DOORS LOCATED IN TENANT DEMISING WALLS SHALL NOT BE

INCLUDED IN THE BASE PRICE. DOORS INTO TENANT SPACES SHALL BE CONSIDERED

TENANT UPGRADES.

5 NOT USED

PACKAGE DEFENITIONS

Drawing Issue Date Core & Shell Package 05/06/2016 Addendum 01 05/27/2016

DRAWING INDEX

Sheet # Sheet Name

DRAWING INDEX

Sheet # Sheet Name

Architectural A0.00 Cover Sheet A0.10 Blocking Plans A0.31 Tenant Swing Space A1.01 Floor Plan - 01 Lobby A1.02 Floor Plan - 02 Conference A1.03a Floor Plan - 03 Area A A1.03b Floor Plan - 03 Area B A1.04a Floor Plan - 04 Area A A1.04b Floor Plan - 04 Area B A1.05a Floor Plan - 05 Area A A1.05b Floor Plan - 05 Area B A1.06a Floor Plan - 06 Area A A1.06b Floor Plan - 06 Area B A1.07a Floor Plan - 07 Area A A1.07b Floor Plan - 07 Area B A1.08a Floor Plan - 08 Area A A1.08b Floor Plan - 08 Area B A1.09a Floor Plan - 09 Area A A1.09b Floor Plan - 09 Area B A1.10 Floor Plan - 10 A1.21 Reflected Ceiling Plan 01 A1.22 Reflected Ceiling Plan 02 - Conference A1.24a Reflected Ceiling Plan 04 - Area A A1.24b Reflected Ceiling Plan 04 - Area B A1.25a Reflected Ceiling Plan 05 - Area A A1.25b Reflected Ceiling Plan 05 - Area B A1.27a Reflected Ceiling Plan 07 - Area A A1.27b Reflected Ceiling Plan 07 - Area B A3.01 01 Wall Sections A4.01 01 Enlarged Plans - Public Screening A4.03 01 Enlarged Plans - East & West Cafes A4.05 01 Enlarged Plans - Lobby Interview A4.20 02 Enlarged Plans - Restrooms A4.23 02 Enlarged Plans - Conference A4.25 02 Enlarged Plans - Conference A4.26 02 Enlarged Plans - Large Conference A4.27 02 Interior Elevations - Conference Center A4.28 02 Interior Elevations - Conference Center A4.41 04 Enlarged Plans - Fitness A4.42 04 Enlarged Plans - Fitness A4.44 04 Enlarged Plans - Fitness A4.45 04 Enlarged Plans - Fitness A4.46 04 Enlarged Plans - Lobby A4.51 05 Enlarged Plans - Fitness A5.01 01 Lobby Details A5.02 01 Lobby Details A5.20 Millwork Details A5.21 Millwork Details A5.40 Ceiling Section Details A5.41 Perimeter Section Details A5.53 05 Fitness Details A5.81 Typical Door & Window Details A6.10 Door Schedule, Types A6.11 Door Types & Details A6.21 Partition Types A6.31 Signage AD1.01a 01 Demo Floor Plan AD1.01b 01 Demo Reflected Ceiling Plan AD1.02a 02 Demo Floor Plan AD1.02b 02 Demo Reflected Ceiling Plan AD1.03a 03 Demo Floor Plan AD1.03b 03 Demo Reflected Ceiling Plan AD1.04a 04 Demo Floor Plan AD1.04b 04 Demo Reflected Ceiling Plan AD1.05a 05 Demo Floor Plan AD1.05b 05 Demo Reflected Ceiling Plan AD1.06a 06 Demo Floor Plan AD1.06b 06 Demo Reflected Ceiling Plan AD1.07a 07 Demo Floor Plan AD1.07b 07 Demo Reflected Ceiling Plan AD1.08a 08 Demo Floor Plan AD1.08b 08 Demo Reflected Ceiling Plan AD1.09a 09 Demo Floor Plan AD1.09b 09 Demo Reflected Ceiling Plan AD3.01 01 Demo Details

A

A

B

B

C

C

D

D

E

E

A1

.0 9b

A1

.0 9b

PROJECT SCOPE

Core & Shell Package (C&S) Not in Contract (NIC)

30'-0" 30'-0" 30'-0" 30'-0"

D3.0D3.0

D3.0

D3.0

D3.0D3.0

D3.0

D3.0

M981

2FE

B940 N5

M960

2FE

CPT-3

CPT-3

VCT-1

6' -4

/4

'-6

/8

34'-11 7/8"

'-6

8'

-5

34'-9 1/2"

16'-4" 17'-7 1/2" 14'-6 1/2"

'-2

/4

'-1

/4

13'-4 5/8" 17'-1 1/4"

'-6

/4

'-9

/4

M902

FE

M901

FE

B901a

FE

E902

NE

E901

NE

M915

FE

M916

FE

B901b

FE

E907

NE

E908

NE

M904

FE

M903

FE

M913

FE

M914

FE

HUB/TELE.

M0915

HUB/TELE.

M0916

HUB/TELE.

M0901

HUB/TELE.

M0902

NOTE: WORK IN ALL EXISTING BATHROOMS IS LIMITED TO

REPLACEMENT OF FIRE SUPPRESSION SYSTEM BRANCH

PIPING. COORDINATE SCOPE WITH FIRE PROTECTION

DRAWINGS. CUT OPENINGS IN CEILING LIMITED TO

AREAS REQUIRED FOR ACCESS TO AND REPLACEMENT

OF BRANCH PIPING. AFTER INSTALLATION OF NEW

BRANCH PIPING, PATCH AND REPAIR ALL HOLES IN

CEILING WITH CONSTRUCTION MATCHING EXISTING.

PATCH, REPAIR AND REPAINT TO BLEND INTO AND

MATCH EXISTING CEILINGS.

NOTE: WORK IN EXISTING FREIGHT ELEVATORS IS LIMITED TO

RECONFIGURATION OF ELEVATOR CONTROLS AS NECESSARY TO ALLOW

ACCESS CONTROL AS FOLLOWS:

1. PROVIDE/UPDATE CONTROLS AS REQUIRED TO ALLOW

OPERATION BY KEY/CARD ACCESS ONLY.

2. AFTER ELEVATOR IS CALLED INTO SERVICE, OCCUPANT MUST

HAVE THE CAPABILITY TO LOCK OUT ELEVATOR CAB SUCH THAT NO

OTHER STOPS ARE PERMITTED BEFORE REACHING REQUESTED FLOOR.

3. PROVIDE A DRY-CONTACT OUTPUT FROM ELEVATOR CONTROL

SYSTEM THAT IS CONNECTED TO THE BUILDING SECURITY MGMT

SYSTEM TO NOTIFY FACILITIES PERSONNEL WHEN ANY ELEVATOR IS

SWITCHED TO FIRE SERVICE MODE.

N

PROPERTY OF THE UNITED

STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice.

Properly destroy or return documents when no longer needed.

(SBU)

SENSITIVE BUT UNCLASSIFIED

AREA A

© 2016 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Arch i tec t : SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

Pl ott ed

KEY PLAN

1/8" = 1'-0"

A1.09a

Floor Plan - 09 Area A

1158.00Author

05.27.2016

600 Arch Street Philadelphia, PA 19107

Green Federal Building Consolidation

N O

T

F O

R

C

O N

S T R

U C

T I O

N

Program + Strategy Consultant Studio Hillier 190 Witherspoon Street Princeton NJ 08542

Greenman - Petersen, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 102 Scranton, PA 18505

Cerami & Associates 404 Fifth Avenue New York, NY 10018

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suite 230 Washington, DC 20005

Weidlinger Associates, INC 1825 K Street Avenue NW Suite 350 Washington, DC 20006

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Suite 850 Reston, VA 20191

Structural Engineer

MEP Engineer

Acoustical Consultant

Cost Specialist

Security + Blast

Praxis Building Solutions, LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

GSA Project Data William J. Green Federal Building GSA Project #: VPA00027 GSA Building #: PA0277 GSA Contract #: GS-03P-14-AZ-C-0020 GSA Solicitation #: GS-03P-15-AZ-C-1020

N 1/8" = 1'-0"1 Floor Plan 09 - Area A

GENERAL PROJECT NOTES

1 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH PERTINENT CODES, RULES, ORDINANCES, AND

REGULATIONS OF THE LOCAL, STATE, AND FEDERAL GOVERNING AUTHORITIES.

2 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA SAFETY AND HEALTH

STANDARDS.

3 PRIOR TO EXCAVATIONS OR EARTH MOVING, CONTRACTOR(S) SHALL PHYSICALLY LOCATE

ALL UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA.

4 THE CONTRACTOR(S) SHALL PROTECT ADJACENT PROPERTIES AND ADJACENT BUILDING

AND SITE FEATURES, BEYOND THE GENERAL BOUNDARY OF CONSTRUCTION OPERATIONS,

AND CURBING /PAVEMENT AND OTHER SITE FEATURES WITHIN THE LIMIT OF WORK (L.O.W.)

FROM DAMAGE AND DEBRIS. IMMEDIATELY MAKE REPAIRS OR CORRECTIONS TO RETURN

THE DAMAGED ITEMS TO THEIR PREVIOUS STATE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACING ALL ITEMS DAMAGED DURING CONSTRUCTION.

5 ALL DIMENSIONS & EXISTING CONDITIONS SHALL BE CHECKED & VERIFIED BY THE

CONTRACTOR BEFORE PROCEEDING WITH THE WORK. ANY DISCREPANCIES BETWEEN

ACTUAL CONDITIONS AND THOSE DOCUMENTED SHALL IMMEDIATELY BE BROUGHT TO THE

ATTENTION OF THE ENGINEER, PRIOR TO PROCEEDING WITH THE WORK.

6 ALL HISTORIC ITEMS ON THE SITE ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR

SHALL REVIEW ALL ITEMS TO BE REMOVED WITH THE OWNER PRIOR TO EXCAVATION AND

DEMOLITION.

7 EXCAVATE EARTH AND STONE TO DEPTH OF NEW FOUNDATIONS AND CONSTRUCTION, OR

TO UNDISTURBED SOIL OR STRUCTURALLY SOUND FILL, WHICHEVER IS GREATER. REF.

STRUCTURAL DRAWINGS, CIVIL DRAWINGS AND SITE MANAGEMENT REPORT TO

COORDINATE EXTENT OF EXCAVATIONS AND EXTENT OF IMPORTED STRUCTURAL FILL.

8 INFORMATION REGARDING PROPERTY LINES AND EXISTING BUILDING LOCATIONS AND

ELEVATION DATA WERE OBTAINED FROM SURVEYS PROVIDED BY THE OWNER. THE

CONTRACTOR(S) SHALL VERIFY ALL CONDITIONS NOTED ON THESE DRAWINGS AND NOTIFY

THE ENGINEER OF ANY DEVIATIONS BETWEEN ACTUAL AND DOCUMENTED CONDITIONS

PRIOR TO COMMENCING CONSTRUCTION.

9 DO NOT SCALE DRAWINGS.

10 DIMENSIONS SHOWN ARE FROM CENTER OF STRUCTURAL ELEMENT OR FACE OF STUD

UNLESS NOTED OTHERWISE.

11 OBJECTS WHICH APPEAR TO ALIGN ARE TO BE CONSTRUCTED AS SUCH UNLESS NOTED

OTHERWISE.

12 PROVIDE NEW BLAST RESISTANT FILM ON ALL EXISTING PERIMETER WINDOWS THAT ARE IN

TENANT SPACES INDICATED TO BE RENOVATED IN 'TI' SCOPE. REFER TO SPECIFICATIONS

AND SHEET A0.10 FOR EXTENTS.

Keynotes

Drawing Issue Date Core & Shell Package 05/06/2016 Addendum 01 05/27/2016

A

A

B

B

C

C

D

D

E

E

A1

.2 4b

A1

.2 4b

02 040

Gyp. Bd.

9'-0" AFF

FRT. ELEV. VEST

HUB/TELE.

M0413

HUB/TELE.

M0414

HUB/TELE.

M0403

HUB/TELE.

M0404

MECH. CHASE

CI.192.353

MECH. CHASE

CI.192.354 MECHANICAL

M0400

B0568

MECHANICAL

B0572

2' x 4' ACT

8'-0" AFF

35'-0 5/8" 4'-4"

'-6

/8

10'-6 3/4"

41'-7 1/8" 4'-4"

N.I.C.

BASE BID: CEILING TO MATCH LEVEL

07 TYPICAL RCP. RE: A1.27a-b

BASE BID: CEILING TO MATCH LEVEL

07 TYPICAL RCP. RE: A1.27a-b

NOTE: WORK IN ALL EXISTING BATHROOMS IS LIMITED TO

REPLACEMENT OF FIRE SUPPRESSION SYSTEM BRANCH

PIPING. COORDINATE SCOPE WITH FIRE PROTECTION

DRAWINGS. CUT OPENINGS IN CEILING LIMITED TO

AREAS REQUIRED FOR ACCESS TO AND REPLACEMENT

OF BRANCH PIPING. AFTER INSTALLATION OF NEW

BRANCH PIPING, PATCH AND REPAIR ALL HOLES IN

CEILING WITH CONSTRUCTION MATCHING EXISTING.

PATCH, REPAIR AND REPAINT TO BLEND INTO AND

MATCH EXISTING CEILINGS.

N

PROPERTY OF THE UNITED

STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice.

Properly destroy or return documents when no longer needed.

(SBU)

SENSITIVE BUT UNCLASSIFIED

AREA A

© 2016 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Arch i tec t : SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

Pl ott ed

KEY PLAN

1/8" = 1'-0"

A1.24a

Reflected Ceiling Plan 04 - Area A

1158.00Author

05.27.2016

600 Arch Street Philadelphia, PA 19107

Green Federal Building Consolidation

N O

T

F O

R

C

O N

S T R

U C

T I O

N

Program + Strategy Consultant Studio Hillier 190 Witherspoon Street Princeton NJ 08542

Greenman - Petersen, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 102 Scranton, PA 18505

Cerami & Associates 404 Fifth Avenue New York, NY 10018

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suite 230 Washington, DC 20005

Weidlinger Associates, INC 1825 K Street Avenue NW Suite 350 Washington, DC 20006

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Suite 850 Reston, VA 20191

Structural Engineer

MEP Engineer

Acoustical Consultant

Cost Specialist

Security + Blast

Praxis Building Solutions, LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

GSA Project Data William J. Green Federal Building GSA Project #: VPA00027 GSA Building #: PA0277 GSA Contract #: GS-03P-14-AZ-C-0020 GSA Solicitation #: GS-03P-15-AZ-C-1020

N 1/8" = 1'-0"1 RCP 04 - Area A

GENERAL PROJECT NOTES

1 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH PERTINENT CODES, RULES, ORDINANCES, AND

REGULATIONS OF THE LOCAL, STATE, AND FEDERAL GOVERNING AUTHORITIES.

2 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA SAFETY AND HEALTH

STANDARDS.

3 PRIOR TO EXCAVATIONS OR EARTH MOVING, CONTRACTOR(S) SHALL PHYSICALLY LOCATE

ALL UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA.

4 THE CONTRACTOR(S) SHALL PROTECT ADJACENT PROPERTIES AND ADJACENT BUILDING

AND SITE FEATURES, BEYOND THE GENERAL BOUNDARY OF CONSTRUCTION OPERATIONS,

AND CURBING /PAVEMENT AND OTHER SITE FEATURES WITHIN THE LIMIT OF WORK (L.O.W.)

FROM DAMAGE AND DEBRIS. IMMEDIATELY MAKE REPAIRS OR CORRECTIONS TO RETURN

THE DAMAGED ITEMS TO THEIR PREVIOUS STATE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACING ALL ITEMS DAMAGED DURING CONSTRUCTION.

5 ALL DIMENSIONS & EXISTING CONDITIONS SHALL BE CHECKED & VERIFIED BY THE

CONTRACTOR BEFORE PROCEEDING WITH THE WORK. ANY DISCREPANCIES BETWEEN

ACTUAL CONDITIONS AND THOSE DOCUMENTED SHALL IMMEDIATELY BE BROUGHT TO THE

ATTENTION OF THE ENGINEER, PRIOR TO PROCEEDING WITH THE WORK.

6 ALL HISTORIC ITEMS ON THE SITE ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR

SHALL REVIEW ALL ITEMS TO BE REMOVED WITH THE OWNER PRIOR TO EXCAVATION AND

DEMOLITION.

7 EXCAVATE EARTH AND STONE TO DEPTH OF NEW FOUNDATIONS AND CONSTRUCTION, OR

TO UNDISTURBED SOIL OR STRUCTURALLY SOUND FILL, WHICHEVER IS GREATER. REF.

STRUCTURAL DRAWINGS, CIVIL DRAWINGS AND SITE MANAGEMENT REPORT TO

COORDINATE EXTENT OF EXCAVATIONS AND EXTENT OF IMPORTED STRUCTURAL FILL.

8 INFORMATION REGARDING PROPERTY LINES AND EXISTING BUILDING LOCATIONS AND

ELEVATION DATA WERE OBTAINED FROM SURVEYS PROVIDED BY THE OWNER. THE

CONTRACTOR(S) SHALL VERIFY ALL CONDITIONS NOTED ON THESE DRAWINGS AND NOTIFY

THE ENGINEER OF ANY DEVIATIONS BETWEEN ACTUAL AND DOCUMENTED CONDITIONS

PRIOR TO COMMENCING CONSTRUCTION.

9 DO NOT SCALE DRAWINGS.

10 DIMENSIONS SHOWN ARE FROM CENTER OF STRUCTURAL ELEMENT OR FACE OF STUD

UNLESS NOTED OTHERWISE.

11 OBJECTS WHICH APPEAR TO ALIGN ARE TO BE CONSTRUCTED AS SUCH UNLESS NOTED

OTHERWISE.

12 PROVIDE NEW BLAST RESISTANT FILM ON ALL EXISTING PERIMETER WINDOWS THAT ARE IN

TENANT SPACES INDICATED TO BE RENOVATED IN 'TI' SCOPE. REFER TO SPECIFICATIONS

AND SHEET A0.10 FOR EXTENTS.

Keynotes

02 040 REMOVE EXISTING DUMBWAITER, RAILS, EQUIPMENT, ETC. AND PREP SHAFT FOR

INSTALLATION OF NEW CONDUIT RISERS.

Drawing Issue Date

F

F

H

H

J

J

K

K

L

L

M

M

G

G

A4.42

A1

.2 4a

A1

.2 4a

Gyp. Bd.

9'-0" AFF

2' x 2' ACT

9'-0" AFF

2' x 2' ACT

9'-0" AFF

Gyp. Bd.

9'-0" AFF

Gyp. Bd.

9'-0" AFF

Gyp. Bd.

9'-0" AFF

Gyp. Bd.

9'-0" AFF

Gyp. Bd.

9'-0" AFF

CORRIDOR

HUB/TELE.

M0413

HUB/TELE.

M0414

HUB/TELE.

M0403

HUB/TELE.

M0404

MECHANICAL

M0400

Mold-Resistant Gyp. Bd.

10'-0" AFF

Mold-Resistant Gyp. Bd.

10'-0" AFF

2' x 2' ACT

10'-0" AFF

2' x 2' ACT

10'-0" AFF

Mold-Resistant Gyp. Bd.

10'-0" AFF

Mold-Resistant Gyp. Bd.

10'-0" AFF

2' x 2' ACT

10'-0" AFF

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

'-5

/2

29'-6 5/8" 27'-4" 7'-6"

13'-0 1/8" 14'-5" 31'-11 3/8"

14'-9 3/4" 14'-7 3/4"

Gyp. Bd.

10'-0" AFF

EXPOSED EXPOSED

D 2.

D2.0

D2.0

D2.0

D 2.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

'-0

'-0

'-0

'-0

'-0

'-0

30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"

NOTE: WORK IN ALL EXISTING BATHROOMS IS LIMITED TO

REPLACEMENT OF FIRE SUPPRESSION SYSTEM BRANCH

PIPING. COORDINATE SCOPE WITH FIRE PROTECTION

DRAWINGS. CUT OPENINGS IN CEILING LIMITED TO AREAS

REQUIRED FOR ACCESS TO AND REPLACEMENT OF BRANCH

PIPING. AFTER INSTALLATION OF NEW BRANCH PIPING,

PATCH AND REPAIR ALL HOLES IN CEILING WITH

CONSTRUCTION MATCHING EXISTING. PATCH, REPAIR AND

REPAINT TO BLEND INTO AND MATCH EXISTING CEILINGS.

N

PROPERTY OF THE UNITED

STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice.

Properly destroy or return documents when no longer needed.

(SBU)

SENSITIVE BUT UNCLASSIFIED

AREA B

6T H

S

TR

EE

T

7T H

S

TR

EE

T

ARCH STREET

© 2016 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Arch i tec t : SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

Pl ott ed

KEY PLAN

1/8" = 1'-0"

A1.24b

Reflected Ceiling Plan 04 - Area B

1158.00Author

05.27.2016

600 Arch Street Philadelphia, PA 19107

Green Federal Building Consolidation

N O

T

F O

R

C

O N

S T R

U C

T I O

N

Program + Strategy Consultant Studio Hillier 190 Witherspoon Street Princeton NJ 08542

Greenman - Petersen, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 102 Scranton, PA 18505

Cerami & Associates 404 Fifth Avenue New York, NY 10018

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suite 230 Washington, DC 20005

Weidlinger Associates, INC 1825 K Street Avenue NW Suite 350 Washington, DC 20006

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Suite 850 Reston, VA 20191

Structural Engineer

MEP Engineer

Acoustical Consultant

Cost Specialist

Security + Blast

Praxis Building Solutions, LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

GSA Project Data William J. Green Federal Building GSA Project #: VPA00027 GSA Building #: PA0277 GSA Contract #: GS-03P-14-AZ-C-0020 GSA Solicitation #: GS-03P-15-AZ-C-1020

N 1/8" = 1'-0"1 RCP 04 - Area B

GENERAL PROJECT NOTES

1 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH PERTINENT CODES, RULES, ORDINANCES, AND

REGULATIONS OF THE LOCAL, STATE, AND FEDERAL GOVERNING AUTHORITIES.

2 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA SAFETY AND HEALTH

STANDARDS.

3 PRIOR TO EXCAVATIONS OR EARTH MOVING, CONTRACTOR(S) SHALL PHYSICALLY LOCATE

ALL UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA.

4 THE CONTRACTOR(S) SHALL PROTECT ADJACENT PROPERTIES AND ADJACENT BUILDING

AND SITE FEATURES, BEYOND THE GENERAL BOUNDARY OF CONSTRUCTION OPERATIONS,

AND CURBING /PAVEMENT AND OTHER SITE FEATURES WITHIN THE LIMIT OF WORK (L.O.W.)

FROM DAMAGE AND DEBRIS. IMMEDIATELY MAKE REPAIRS OR CORRECTIONS TO RETURN

THE DAMAGED ITEMS TO THEIR PREVIOUS STATE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACING ALL ITEMS DAMAGED DURING CONSTRUCTION.

5 ALL DIMENSIONS & EXISTING CONDITIONS SHALL BE CHECKED & VERIFIED BY THE

CONTRACTOR BEFORE PROCEEDING WITH THE WORK. ANY DISCREPANCIES BETWEEN

ACTUAL CONDITIONS AND THOSE DOCUMENTED SHALL IMMEDIATELY BE BROUGHT TO THE

ATTENTION OF THE ENGINEER, PRIOR TO PROCEEDING WITH THE WORK.

6 ALL HISTORIC ITEMS ON THE SITE ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR

SHALL REVIEW ALL ITEMS TO BE REMOVED WITH THE OWNER PRIOR TO EXCAVATION AND

DEMOLITION.

7 EXCAVATE EARTH AND STONE TO DEPTH OF NEW FOUNDATIONS AND CONSTRUCTION, OR

TO UNDISTURBED SOIL OR STRUCTURALLY SOUND FILL, WHICHEVER IS GREATER. REF.

STRUCTURAL DRAWINGS, CIVIL DRAWINGS AND SITE MANAGEMENT REPORT TO

COORDINATE EXTENT OF EXCAVATIONS AND EXTENT OF IMPORTED STRUCTURAL FILL.

8 INFORMATION REGARDING PROPERTY LINES AND EXISTING BUILDING LOCATIONS AND

ELEVATION DATA WERE OBTAINED FROM SURVEYS PROVIDED BY THE OWNER. THE

CONTRACTOR(S) SHALL VERIFY ALL CONDITIONS NOTED ON THESE DRAWINGS AND NOTIFY

THE ENGINEER OF ANY DEVIATIONS BETWEEN ACTUAL AND DOCUMENTED CONDITIONS

PRIOR TO COMMENCING CONSTRUCTION.

9 DO NOT SCALE DRAWINGS.

10 DIMENSIONS SHOWN ARE FROM CENTER OF STRUCTURAL ELEMENT OR FACE OF STUD

UNLESS NOTED OTHERWISE.

11 OBJECTS WHICH APPEAR TO ALIGN ARE TO BE CONSTRUCTED AS SUCH UNLESS NOTED

OTHERWISE.

12 PROVIDE NEW BLAST RESISTANT FILM ON ALL EXISTING PERIMETER WINDOWS THAT ARE IN

TENANT SPACES INDICATED TO BE RENOVATED IN 'TI' SCOPE. REFER TO SPECIFICATIONS

AND SHEET A0.10 FOR EXTENTS.

Keynotes

Drawing Issue Date

A

A

B

B

C

C

D

D

E

E

A1

.2 5b

A1

.2 5b

02 040

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

8' -2

36'-5 1/4" 4'-8 3/4"

Gyp. Bd.

9'-0" AFF

Gyp. Bd.

9'-0" AFF

TYP

26 006

26 002

TYP

26 006

13'-4 5/8"

MECHANICAL

M0500

HUB/TELE.

M0515

HUB/TELE.

M0502

MECH. CHASEMECH. CHASE

26 002

MECHANICAL

HUB/TELE.

HUB/TELE.HUB/TELE.

NOTE: WORK IN ALL EXISTING BATHROOMS IS LIMITED TO

REPLACEMENT OF FIRE SUPPRESSION SYSTEM BRANCH

PIPING. COORDINATE SCOPE WITH FIRE PROTECTION

DRAWINGS. CUT OPENINGS IN CEILING LIMITED TO

AREAS REQUIRED FOR ACCESS TO AND REPLACEMENT

OF BRANCH PIPING. AFTER INSTALLATION OF NEW

BRANCH PIPING, PATCH AND REPAIR ALL HOLES IN

CEILING WITH CONSTRUCTION MATCHING EXISTING.

PATCH, REPAIR AND REPAINT TO BLEND INTO AND

MATCH EXISTING CEILINGS.

N

PROPERTY OF THE UNITED

STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice.

Properly destroy or return documents when no longer needed.

(SBU)

SENSITIVE BUT UNCLASSIFIED

AREA A

© 2016 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Arch i tec t : SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

Pl ott ed

KEY PLAN

1/8" = 1'-0"

A1.25a

Reflected Ceiling Plan 05 - Area A

1158.00Author

05.27.2016

600 Arch Street Philadelphia, PA 19107

Green Federal Building Consolidation

N O

T

F O

R

C

O N

S T R

U C

T I O

N

Program + Strategy Consultant Studio Hillier 190 Witherspoon Street Princeton NJ 08542

Greenman - Petersen, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 102 Scranton, PA 18505

Cerami & Associates 404 Fifth Avenue New York, NY 10018

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suite 230 Washington, DC 20005

Weidlinger Associates, INC 1825 K Street Avenue NW Suite 350 Washington, DC 20006

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Suite 850 Reston, VA 20191

Structural Engineer

MEP Engineer

Acoustical Consultant

Cost Specialist

Security + Blast

Praxis Building Solutions, LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

GSA Project Data William J. Green Federal Building GSA Project #: VPA00027 GSA Building #: PA0277 GSA Contract #: GS-03P-14-AZ-C-0020 GSA Solicitation #: GS-03P-15-AZ-C-1020

N 1/8" = 1'-0"1 RCP 05 - Area A

GENERAL PROJECT NOTES

1 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH PERTINENT CODES, RULES, ORDINANCES, AND

REGULATIONS OF THE LOCAL, STATE, AND FEDERAL GOVERNING AUTHORITIES.

2 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA SAFETY AND HEALTH

STANDARDS.

3 PRIOR TO EXCAVATIONS OR EARTH MOVING, CONTRACTOR(S) SHALL PHYSICALLY LOCATE

ALL UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA.

4 THE CONTRACTOR(S) SHALL PROTECT ADJACENT PROPERTIES AND ADJACENT BUILDING

AND SITE FEATURES, BEYOND THE GENERAL BOUNDARY OF CONSTRUCTION OPERATIONS,

AND CURBING /PAVEMENT AND OTHER SITE FEATURES WITHIN THE LIMIT OF WORK (L.O.W.)

FROM DAMAGE AND DEBRIS. IMMEDIATELY MAKE REPAIRS OR CORRECTIONS TO RETURN

THE DAMAGED ITEMS TO THEIR PREVIOUS STATE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACING ALL ITEMS DAMAGED DURING CONSTRUCTION.

5 ALL DIMENSIONS & EXISTING CONDITIONS SHALL BE CHECKED & VERIFIED BY THE

CONTRACTOR BEFORE PROCEEDING WITH THE WORK. ANY DISCREPANCIES BETWEEN

ACTUAL CONDITIONS AND THOSE DOCUMENTED SHALL IMMEDIATELY BE BROUGHT TO THE

ATTENTION OF THE ENGINEER, PRIOR TO PROCEEDING WITH THE WORK.

6 ALL HISTORIC ITEMS ON THE SITE ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR

SHALL REVIEW ALL ITEMS TO BE REMOVED WITH THE OWNER PRIOR TO EXCAVATION AND

DEMOLITION.

7 EXCAVATE EARTH AND STONE TO DEPTH OF NEW FOUNDATIONS AND CONSTRUCTION, OR

TO UNDISTURBED SOIL OR STRUCTURALLY SOUND FILL, WHICHEVER IS GREATER. REF.

STRUCTURAL DRAWINGS, CIVIL DRAWINGS AND SITE MANAGEMENT REPORT TO

COORDINATE EXTENT OF EXCAVATIONS AND EXTENT OF IMPORTED STRUCTURAL FILL.

8 INFORMATION REGARDING PROPERTY LINES AND EXISTING BUILDING LOCATIONS AND

ELEVATION DATA WERE OBTAINED FROM SURVEYS PROVIDED BY THE OWNER. THE

CONTRACTOR(S) SHALL VERIFY ALL CONDITIONS NOTED ON THESE DRAWINGS AND NOTIFY

THE ENGINEER OF ANY DEVIATIONS BETWEEN ACTUAL AND DOCUMENTED CONDITIONS

PRIOR TO COMMENCING CONSTRUCTION.

9 DO NOT SCALE DRAWINGS.

10 DIMENSIONS SHOWN ARE FROM CENTER OF STRUCTURAL ELEMENT OR FACE OF STUD

UNLESS NOTED OTHERWISE.

11 OBJECTS WHICH APPEAR TO ALIGN ARE TO BE CONSTRUCTED AS SUCH UNLESS NOTED

OTHERWISE.

12 PROVIDE NEW BLAST RESISTANT FILM ON ALL EXISTING PERIMETER WINDOWS THAT ARE IN

TENANT SPACES INDICATED TO BE RENOVATED IN 'TI' SCOPE. REFER TO SPECIFICATIONS

AND SHEET A0.10 FOR EXTENTS.

Keynotes

02 040 REMOVE EXISTING DUMBWAITER, RAILS, EQUIPMENT, ETC. AND PREP SHAFT FOR

INSTALLATION OF NEW CONDUIT RISERS.

26 002 CONTINUOUS LIGHT FIXTURES IN LIGHT COVE. RE: LIGHTING AND ELECTRICAL

DRAWINGS.

26 006 CONTINUOUS UNDER CABINET LIGHT FIXTURE. RE: LIGHTING AND ELECTRICAL DWGS.

Drawing Issue Date

F

F

H

H

J

J

K

K

L

L

M

M

G

G

A4.44

A1

.2 5a

N.I.C

3' -1

/4

'-9

/2

3' -8

/8

2'-0" 2'-0" 20'-8 1/4" 10'-5 1/2"

7'-9 3/4"

37'-9" 1'-10 1/8"

'-3

/2

5'

-0

/2

27'-1 7/8" 4'-7 5/8" 24'-6 3/8" 16'-5 5/8"

102°

102.00° 3'-0" 13'-5 5/8"

MECHANICAL

M0500

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

A5.40

Sim

D2.0

A5.40

Sim

F6 .0

F6 .0

F6 .0

F6.0

26 002 26 002

26 002

TYP

26 006

TYP

26 006

TYP

26 006

WEIGHT

ROOM

B1017

O.T.B.

HUB/TELE. HUB/TELE.

HUB/TELE. HUB/TELE.

HUB/TELE.HUB/TELE.

HUB/TELE.

LOBBY

MSAC L CONFERENCE

MECHANICAL

HUB/TELE.

HUB/TELE.HUB/TELE.

Gyp. Bd.

9'-0" AFF

Gyp. Bd.

9'-0" AFF

2' x 4' ACT

9'-0" AFF

2' x 4' ACT

9'-0" AFF

Gyp. Bd.

9'-0" AFF

EXPOSED

N.I.C.

EXPOSED

NOTE: WORK IN ALL EXISTING BATHROOMS IS LIMITED TO

REPLACEMENT OF FIRE SUPPRESSION SYSTEM BRANCH

PIPING. COORDINATE SCOPE WITH FIRE PROTECTION

DRAWINGS. CUT OPENINGS IN CEILING LIMITED TO AREAS

REQUIRED FOR ACCESS TO AND REPLACEMENT OF BRANCH

PIPING. AFTER INSTALLATION OF NEW BRANCH PIPING,

PATCH AND REPAIR ALL HOLES IN CEILING WITH

CONSTRUCTION MATCHING EXISTING. PATCH, REPAIR AND

REPAINT TO BLEND INTO AND MATCH EXISTING CEILINGS.

N

PROPERTY OF THE UNITED

STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice.

Properly destroy or return documents when no longer needed.

(SBU)

SENSITIVE BUT UNCLASSIFIED

AREA B

6T H

S

TR

EE

T

7T H

S

TR

EE

T

ARCH STREET

© 2016 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Arch i tec t : SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

Pl ott ed

KEY PLAN

1/8" = 1'-0"

A1.25b

Reflected Ceiling Plan 05 - Area B

1158.00Author

05.27.2016

600 Arch Street Philadelphia, PA 19107

Green Federal Building Consolidation

N O

T

F O

R

C

O N

S T R

U C

T I O

N

Program + Strategy Consultant Studio Hillier 190 Witherspoon Street Princeton NJ 08542

Greenman - Petersen, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 102 Scranton, PA 18505

Cerami & Associates 404 Fifth Avenue New York, NY 10018

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suite 230 Washington, DC 20005

Weidlinger Associates, INC 1825 K Street Avenue NW Suite 350 Washington, DC 20006

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Suite 850 Reston, VA 20191

Structural Engineer

MEP Engineer

Acoustical Consultant

Cost Specialist

Security + Blast

Praxis Building Solutions, LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

GSA Project Data William J. Green Federal Building GSA Project #: VPA00027 GSA Building #: PA0277 GSA Contract #: GS-03P-14-AZ-C-0020 GSA Solicitation #: GS-03P-15-AZ-C-1020

N 1/8" = 1'-0"1 RCP 05 - Area B

GENERAL PROJECT NOTES

1 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH PERTINENT CODES, RULES, ORDINANCES, AND

REGULATIONS OF THE LOCAL, STATE, AND FEDERAL GOVERNING AUTHORITIES.

2 ALL WORK PERFORMED IN CONNECTION WITH THESE DRAWINGS AND SPECIFICATIONS

SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA SAFETY AND HEALTH

STANDARDS.

3 PRIOR TO EXCAVATIONS OR EARTH MOVING, CONTRACTOR(S) SHALL PHYSICALLY LOCATE

ALL UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA.

4 THE CONTRACTOR(S) SHALL PROTECT ADJACENT PROPERTIES AND ADJACENT BUILDING

AND SITE FEATURES, BEYOND THE GENERAL BOUNDARY OF CONSTRUCTION OPERATIONS,

AND CURBING /PAVEMENT AND OTHER SITE FEATURES WITHIN THE LIMIT OF WORK (L.O.W.)

FROM DAMAGE AND DEBRIS. IMMEDIATELY MAKE REPAIRS OR CORRECTIONS TO RETURN

THE DAMAGED ITEMS TO THEIR PREVIOUS STATE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACING ALL ITEMS DAMAGED DURING CONSTRUCTION.

5 ALL DIMENSIONS & EXISTING CONDITIONS SHALL BE CHECKED & VERIFIED BY THE

CONTRACTOR BEFORE PROCEEDING WITH THE WORK. ANY DISCREPANCIES BETWEEN

ACTUAL CONDITIONS AND THOSE DOCUMENTED SHALL IMMEDIATELY BE BROUGHT TO THE

ATTENTION OF THE ENGINEER, PRIOR TO PROCEEDING WITH THE WORK.

6 ALL HISTORIC ITEMS ON THE SITE ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR

SHALL REVIEW ALL ITEMS TO BE REMOVED WITH THE OWNER PRIOR TO EXCAVATION AND

DEMOLITION.

7 EXCAVATE EARTH AND STONE TO DEPTH OF NEW FOUNDATIONS AND CONSTRUCTION, OR

TO UNDISTURBED SOIL OR STRUCTURALLY SOUND FILL, WHICHEVER IS GREATER. REF.

STRUCTURAL DRAWINGS, CIVIL DRAWINGS AND SITE MANAGEMENT REPORT TO

COORDINATE EXTENT OF EXCAVATIONS AND EXTENT OF IMPORTED STRUCTURAL FILL.

8 INFORMATION REGARDING PROPERTY LINES AND EXISTING BUILDING LOCATIONS AND

ELEVATION DATA WERE OBTAINED FROM SURVEYS PROVIDED BY THE OWNER. THE

CONTRACTOR(S) SHALL VERIFY ALL CONDITIONS NOTED ON THESE DRAWINGS AND NOTIFY

THE ENGINEER OF ANY DEVIATIONS BETWEEN ACTUAL AND DOCUMENTED CONDITIONS

PRIOR TO COMMENCING CONSTRUCTION.

9 DO NOT SCALE DRAWINGS.

10 DIMENSIONS SHOWN ARE FROM CENTER OF STRUCTURAL ELEMENT OR FACE OF STUD

UNLESS NOTED OTHERWISE.

11 OBJECTS WHICH APPEAR TO ALIGN ARE TO BE CONSTRUCTED AS SUCH UNLESS NOTED

OTHERWISE.

12 PROVIDE NEW BLAST RESISTANT FILM ON ALL EXISTING PERIMETER WINDOWS THAT ARE IN

TENANT SPACES INDICATED TO BE RENOVATED IN 'TI' SCOPE. REFER TO SPECIFICATIONS

AND SHEET A0.10 FOR EXTENTS.

Keynotes

02 040 REMOVE EXISTING DUMBWAITER, RAILS, EQUIPMENT, ETC. AND PREP SHAFT FOR

INSTALLATION OF NEW CONDUIT RISERS.

26 002 CONTINUOUS LIGHT FIXTURES IN LIGHT COVE. RE: LIGHTING AND ELECTRICAL

DRAWINGS.

26…