01_ARCHITECTURAL_-_Addendum_02.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

1 - 57A

LARGE

CONFERENCE

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

AC4-4

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) A1DHS

ALT. ROOM NO.

?19.20

SPECIAL KEYNOTE TAG

(BASED ON AGENCY

P.O.R. DOCUMENTS)

DOCUMENT REVISION 1

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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)

SENSITIVE BUT UNCLASSIFIED

PROPERTY OF THE UNITED

STATES GOVERNMENT, COPYING,

DISSEMINATION, OR

DISTRIBUTION OF THIS

DOCUMENT TO UNAUTHORIZED

RECIPIENTS IS PROHIBITED.

Do not Remove this Notice.

Properly Destroy or return documents when no longer needed.

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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

Architect: 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

06.03.2016

600 Arch Street Philadelphia, PA 19107

Green Federal Building Consolidation

N O

T

F O

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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 ON FLOORS 2

THROUGH 10. BLAST RESISTANT FILM TO BE TYPE 01 AND TYPE 02. ASSUME

APPROXIMATELY 50-50% SPLIT ON TYPES THROUGHOUT PROJECT. REFER TO

SPECIFICATIONS FOR BOTH FILM TYPES 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

6 [INCLUDED IN CORE & SHELL PACKAGE]: DEMO EXISTING PLASTER; INSTALL

NEW FINISH, PAINTED GWB U.N.O., @ ALL EXISTING CORE WALLS (CORRIDOR

SIDE ONLY)

PACKAGE DEFENITIONS

DRAWING INDEX

Sheet # Sheet Name Current Revision

Architectural A0.00 Cover Sheet 2 A0.10 Blocking Plans A A0.10 Blocking Plans 1 A0.12 Reflected Ceiling Plan Keys 1 A0.31 Tenant Swing Space A A1.01 Floor Plan - 01 Lobby 2 A1.02 Floor Plan - 02 Conference 2 A1.03a Floor Plan - 03 Area A 2 A1.03b Floor Plan - 03 Area B 2 A1.04a Floor Plan - 04 Area A 2 A1.04b Floor Plan - 04 Area B 2 A1.05a Floor Plan - 05 Area A 2 A1.05b Floor Plan - 05 Area B 2 A1.06a Floor Plan - 06 Area A 2 A1.06b Floor Plan - 06 Area B 2 A1.07a Floor Plan - 07 Area A 2 A1.07b Floor Plan - 07 Area B 2 A1.08a Floor Plan - 08 Area A 2 A1.08b Floor Plan - 08 Area B 2 A1.09a Floor Plan - 09 Area A 2 A1.09b Floor Plan - 09 Area B 2 A1.10 Floor Plan - 10 A A1.21 Reflected Ceiling Plan 01 A A1.22 Reflected Ceiling Plan 02 - Conference 2 A1.24a Reflected Ceiling Plan 04 - Area A 1 A1.24b Reflected Ceiling Plan 04 - Area B 2 A1.25a Reflected Ceiling Plan 05 - Area A 2 A1.25b Reflected Ceiling Plan 05 - Area B 2 A1.27a Reflected Ceiling Plan 07 - Area A 2 A1.27b Reflected Ceiling Plan 07 - Area B 2 A3.01 01 Wall Sections 1 A4.01 01 Enlarged Plans - Public Screening 1 A4.03 01 Enlarged Plans - East & West Cafes 2 A4.05 01 Enlarged Plans - Lobby Interview 2 A4.20 02 Enlarged Plans - Restrooms 2 A4.23 02 Enlarged Plans - Conference 2 A4.25 02 Enlarged Plans - Conference 2 A4.26 02 Enlarged Plans - Large Conference 2 A4.27 02 Interior Elevations - Conference Center 2 A4.28 02 Interior Elevations - Conference Center 2 A4.41 04 Enlarged Plans - Fitness 2 A4.42 04 Enlarged Plans - Fitness 2 A4.44 04 Enlarged Plans - Fitness 2 A4.45 04 Enlarged Plans - Fitness 2 A4.46 04 Enlarged Plans - Lobby 2 A4.51 05 Enlarged Plans - Fitness 2 A5.01 01 Lobby Details 1 A5.02 01 Lobby Details 2 A5.20 Millwork Details 1 A5.21 Millwork Details 2 A5.40 00 Typical Office Space Conditions A A5.41 00 Typical Office Space Conditions 2 A5.53 05 Fitness Details A A5.81 Typical Door & Window Details A A6.10 Door Schedule, Types 2 A6.11 Door Types & Details 2 A6.21 Partition Types 2 A6.31 Signage A AD1.01a 01 Demo Floor Plan 2 AD1.01b 01 Demo Reflected Ceiling Plan A AD1.02a 02 Demo Floor Plan 2 AD1.02b 02 Demo Reflected Ceiling Plan A AD1.03a 03 Demo Floor Plan 2 AD1.03b 03 Demo Reflected Ceiling Plan A AD1.04a 04 Demo Floor Plan 2 AD1.04b 04 Demo Reflected Ceiling Plan A AD1.05a 05 Demo Floor Plan 2 AD1.05b 05 Demo Reflected Ceiling Plan A AD1.06a 06 Demo Floor Plan 2 AD1.06b 06 Demo Reflected Ceiling Plan A AD1.07a 07 Demo Floor Plan 2 AD1.07b 07 Demo Reflected Ceiling Plan A AD1.08a 08 Demo Floor Plan 2 AD1.08b 08 Demo Reflected Ceiling Plan A AD1.09a 09 Demo Floor Plan 2 AD1.09b 09 Demo Reflected Ceiling Plan A AD3.01 01 Demo Details A

# Drawing Issue Date A Core & Shell Package 05/06/2016 1 C&S Addendum 01 06/06/2016 2 C&S Addendum 02 06/10/2016

REF.

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C

D

D

E

E

F

F

H

H

J

J

K

K

14.1

G

G

A4.03

A4.05

N.I.C.

N.I.C.

N.I.C.

N.I.C.

01 00901 009

01 005

01 007

THROUGHOUT

01 008

01 00901 009

01 00901 009

01 017

01 012

1,310 SF

EAST CAFE

B0106.29

LOBBY

E0105.01

WEST CAFE

B0106.01

CORRIDOR

E0105.02

ELEV. LOBBY

E0105.13

ENTRY VEST.

E0105.10

272 SF

CORRIDOR

B0105.01

LOBBY

E0105.01

LOBBY

E0105.01

176 SF

SEC. BREAK RM.

B0106.08

224 SF

HSPD12

B0106.09

HUB/TELE.

M0106.02

HUB/TELE.

M0106.11

HUB/TELE.

M0106.12

HUB/TELE.

M0106.01

HUB/TELE.

M0106.09

HUB/TELE.

M0106.10

HUB/TELE.

M0106.04

HUB/TELE.

M0106.03

A4.03

A4.0

A4.0

CORRIDOR

E0105.05

MECHANICAL

M0106.14

01 012

FRT. ELEV.

E0106.02

01 010

01 00901 009

N.I.C.

TYP

01 011

N.I.C.

A4.01

HUB/TELE.

M0106.07

HUB/TELE.

M0106.08

HUB/TELE.

M0106.06

HUB/TELE.

M0106.05

01 00901 009

01 00901 009 01 00901 009

GUARD STATION

E0105.04

TYP

01 011

01 009

01 009

01 009

01 009

FPS CONTROL

ROOM

M0106.15

PROJECT SCOPE

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

E106A

FE

E106B 2N3

M106P

FE

M106N

FE

B106B N1

B106C N1

B106A

2NE

M106C

FE

M106D

FE3

M106A

FE

M106B

FE

M106R

FE

M106Q

FE

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

HUB/TELE.

M0106.19

HUB/TELE.

M0106.20

HUB/TELE.

M0106.21

M106K

FE

M106J

FE

M106G

FE

M106H

FE

M106T

2FE

2' -7

'-0

'-0

'-0

'-0

'-0

'-0

ALIGN

D1.0

A1 .0

D 1.

D1.0

D1.0

A1.0

A1 .0

D 3.

A1.0

ALIGN

ALIGN

ALIGN

01 009

ALIGN

F1.0

D2.0

F1.0

F1.0

F1.1

F2.0

F2.0

F2.0

F2.0F2.0

F2.0

13'-11"

10'-9 3/4"

27'-0"

11'-2 1/8"

'-0

'-1

5/

8"

27'-0 1/4"

8'-11 5/8"

11'-8 5/8"

'-0

/2

'-5

/4

11'-8 5/8"

'-1

1"

STAIR 05

TYP

01 008ELEV.

ELEV.

ELEV.

ELEV.

DUMB WAIT.

CPT-5

VCT-1

VCT-1

ST-2

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

© 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

Architect: SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

Pl ott ed

KEY PLAN

1/8" = 1'-0"

A1.01

Floor Plan - 01 Lobby

1158.00Author

06.03.2016

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 01 - Lobby

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 ON FLOORS 2

THROUGH 10. BLAST RESISTANT FILM TO BE TYPE 01 AND TYPE 02. ASSUME

APPROXIMATELY 50-50% SPLIT ON TYPES THROUGHOUT PROJECT. REFER TO

SPECIFICATIONS FOR BOTH FILM TYPES AND SHEET A0.10 FOR EXTENTS.

!Keynotes!

01 005 DOOR HARDWARE REPLACEMENT AND INFILL TO BE INCLUDED IN CORE & SHELL PACKAGE.(TYP @

ALL STAIR LOCATIONS).

01 007 WORK IN IRS SPACE LIMITED TO BASIC HVAC/LIGHTING/SPRINKLERS & CEILING SYSTEM.

01 008 NO CHILDCARE CENTER RECONFICURATION WORK INCLUDED IN CORE & SHELL PACKAGE.

01 009 WORK LIMITED TO MAIN RISERS & ANTY DISTRIBUTION THAT MAY TIE TO CORE & SHELL

COMPONENTS ON THIS LEVEL.

01 010 WORK IN EXISTING FREIGHT ELEVATORS IS LIMITED RECONFIGURATION OF ELEVATOR CONTROLS AS

NECESSARY TO ALLOW ACCESS CONTROL AS FOLLOWS: 1) PROVIDE/ UPDATE CONTROLS AS REQ'D 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.

01 011 PASSENGER ELEVATOR CONTROLS / OPERATIONS WORK IS INCLUDED IN TENANT IMPROVEMENT

PACKAGE

01 012 IF DUMBWAITER IS FOR FBI USE ONLY, WORK IS NOT INCLUDED IN C&S PACKAGE. IF OTHER

AGENCIES USE AS RISER / CHASE, THEN IT MAY BE INCLUDED IN C&S PACKAGE.

01 017 REFER TO BASE BUILDING DESCRIPTION FOR C&S PACKAGE WORK IN MECHANICAL SPACES.

# Drawing Issue Date A Core & Shell Package 05/06/2016

PF

A

A

B

B

C

C

D

D

E

E

F

F

H

H

G

G

A4.23

A4.20

TYP

01 011

TYP

01 011

ELEV. LOBBY

E0205.05

WOMEN

B0206.03

MEN

B0206.04

CONFERENCE

B0206.01

CLOSET

B0206.04

SOUNDLOCK

B0206.05

CONFERENCE

B0201.01

CONFERENCE

B0201.1

CONFERENCE

B0201.3

CLOSET

B0201.2

STOR.

B0207.2

RECEPTION

E0205.01

HUB/TELE.

M0206.02

HUB/TELE.

M0206.13

HUB/TELE.

M0206.14

HUB/TELE.

M0206.09

HUB/TELE.

M0206.10HUB/TELE.

M0206.11

HUB/TELE.

M0206.12

HUB/TELE.

M0206.03

HUB/TELE.

M0206.04

CORRIDOR

E0205.06

A4.2

A4.25

VESITUBLE

B0206.07

B206A

2FG1

B207A 2S

PRE - FUNCTION

E0205.03

CORRIDOR

E0205.02

A4.26

CONFERENCE

B0206.02

CONFERENCE

B0206.03

VESITUBLE

B0206.06

D 3.

D3.0

D 3.

D 3.

D 3.

D3.0

D 3.

D 3.

D3.0 D3.0

PROJECT SCOPE

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

D3.0

D 3.

D3.0

D1.0

D1.0

D1.0

F1 .3

F1.0 F1.0

F1.0

F1.0 F1.0

F1 .3

F1.3F1.3

STOR.

B0207.1

CLOSET

B0206.05

HUB/TELE.

M0206.01

CONFERENCE

B0207.01

CORRIDOR

E0205.07

B207B

2FG1

B206E

2FG1

B206D F1

B206B

FG1

B201A S

B207G F2

B207C

2FG11

B207E N1

B206S N1

B205A 2S

D3.0

D 3.

D3.0

F1 .3

M206A

FE

M206B

FE

E206B

2NE

E206A

2NE

RECEPTION DESK

RETRACTABLE PARTITION

CONFERENCE

AV

B0206.09

CUSTODIAL

B0206.08

B206T

FE

M206R

FE

M206Q

FE

E206H

NE

E206G

NE

M206N

FE

M206P

FE

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

STORAGE

B0206.10

B201B F1

B201C 2S

G 1.

G 1.

G1.0

B206G

FG1

B206H

FG1

B206J F1

B206C F1

B206F F1

B206V

FE

'-0

'-0

'-0

'-0

'-0

'-0

B206M F1

D2.0

A5.20

A5.20

A5.20

A4.2

VCT-2

VCT-2

CPT-5

B207F

NE

B206K F1

B206L F1

B206W F1

F1.0

F1 .0F1.0

F1 .0

ALIGN

ALIGN

1' -7

'-0

/2

12'-2 1/2" 2 1/2"

'-7

/8

9'-9 5/8"

A4.2

A4.2

TYP

01 010

TYP

01 010

01 014

ELEV.

ELEV.

ELEV.

ELEV.

01 00901 009

01 00901 009

FRT. ELEV.

DUMB WAIT.

TYP

01 012

N.I.C.

01 00901 009

01 024

01 024

01 02401 024

D1.0

G1.0

B207H S

2 22

2 2

01 00901 009

B207J O5

B207D S

01 00901 009

EXISTING DOORS TO REMAIN

EXISTING DOORS TO REMAIN

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

Architect: SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

Pl ott ed

KEY PLAN

1/8" = 1'-0"

A1.02

Floor Plan - 02 Conference

1158.00Author

06.03.2016

600 Arch Street Philadelphia, PA 19107

Green Federal Building Consolidation

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 02 - 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 ON FLOORS 2

THROUGH 10. BLAST RESISTANT FILM TO BE TYPE 01 AND TYPE 02. ASSUME

APPROXIMATELY 50-50% SPLIT ON TYPES THROUGHOUT PROJECT. REFER TO

SPECIFICATIONS FOR BOTH FILM TYPES AND SHEET A0.10 FOR EXTENTS.

!Keynotes!

01 009 WORK LIMITED TO MAIN RISERS & ANTY DISTRIBUTION THAT MAY TIE TO CORE & SHELL

COMPONENTS ON THIS LEVEL.

01 010 WORK IN EXISTING FREIGHT ELEVATORS IS LIMITED RECONFIGURATION OF ELEVATOR CONTROLS AS NECESSARY TO ALLOW ACCESS CONTROL AS FOLLOWS: 1) PROVIDE/ UPDATE CONTROLS AS REQ'D 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.

01 011 PASSENGER ELEVATOR CONTROLS / OPERATIONS WORK IS INCLUDED IN TENANT IMPROVEMENT

PACKAGE

01 012 IF DUMBWAITER IS FOR FBI USE ONLY, WORK IS NOT INCLUDED IN C&S PACKAGE. IF OTHER

AGENCIES USE AS RISER / CHASE, THEN IT MAY BE INCLUDED IN C&S PACKAGE.

01 014 DAYCARE HVAC MODIFICATIONS NOT REQ'D FOR C&S PACKAGE.

01 024 (INCLUDED IN CORE & SHELL PACKAGE): INSTALL NEW FINISH OVER EXISTING PLASTER WHERE

APPLICAPLE. DEMO EXISTING FINISH AS REQ'D. PAINTED GWB U.N.O., @ ALL EXISTING CORE WALLS

(CORRIDOR SIDE ONLY).

# Drawing Issue Date A Core & Shell Package 05/06/2016

A

A

B

B

C

C

D

D

E

E

TYP

01 009

TYP

01 009

TYP

01 009

TYP

01 009

TYP

01 017

TYP

01 009

TYP

01 009

A1

.0 3b

VERT. PEN.VERT. PEN.

MECHANICAL

HUB/TELE.

M0306.14

HUB/TELE.

M0306.03

TYP

01 016

TYP

01 016

TYP

01 016

TYP

01 016

TYP

01 016

FRT. ELEV. VEST

B0305.03

N.I.C.

N.I.C.

N.I.C.

A1

.0 3b

PROJECT SCOPE

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

M306C

FE

M306P

FE

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

0.00

0.

0.00

0.00

0.

6' -3

/2

10'-3 3/4" 18'-6"

'-5

19'-5 3/4" 22'-8 3/4" 7'-3 1/4" 9'-7 1/8"

8' -8

/8

7'

-1

M306S

2FE

M306T

2FE

M306Q

FE

M306R

FE

B306D

FE

E306G

NE

E306H

NE

M306B

FE

M306A

FE

B306A

FE

E306B

NE

E306A

NE

0'

-7

10'-2 3/4"

FRT. ELEV.

TYP

01 022

TYP

01 010

HUB/TELE.

M0306.16

HUB/TELE.

M0306.15

HUB/TELE.

M0306.02

HUB/TELE.

M0306.01

M306U

2NE

FRT. ELEV.

MECH. CHASE

TYP

01 012

DUMB WAITER

TYP

01 009

FRT. ELEV.

M306V

FE

B306B

FE

B306C

FE

M306Y

FE

VCT-1

TYP

01 022

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

Architect: SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

Pl ott ed

KEY PLAN

1/8" = 1'-0"

A1.03a

Floor Plan - 03 Area A

1158.00Author

06.03.2016

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 03 - 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 ON FLOORS 2

THROUGH 10. BLAST RESISTANT FILM TO BE TYPE 01 AND TYPE 02. ASSUME

APPROXIMATELY 50-50% SPLIT ON TYPES THROUGHOUT PROJECT. REFER TO

SPECIFICATIONS FOR BOTH FILM TYPES AND SHEET A0.10 FOR EXTENTS.

!Keynotes!

01 009 WORK LIMITED TO MAIN RISERS & ANTY DISTRIBUTION THAT MAY TIE TO CORE & SHELL

COMPONENTS ON THIS LEVEL.

01 010 WORK IN EXISTING FREIGHT ELEVATORS IS LIMITED RECONFIGURATION OF ELEVATOR CONTROLS AS NECESSARY TO ALLOW ACCESS CONTROL AS FOLLOWS: 1) PROVIDE/ UPDATE CONTROLS AS REQ'D 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.

01 012 IF DUMBWAITER IS FOR FBI USE ONLY, WORK IS NOT INCLUDED IN C&S PACKAGE. IF OTHER

AGENCIES USE AS RISER / CHASE, THEN IT MAY BE INCLUDED IN C&S PACKAGE.

01 016 ANY SPACE LOCATED WITHIN EXISTING MECH ROOM FOOTPRINT INCLUDED IN C&S PACKAGE IN

REGARDS TO DEMISING WALLS, CEILING, LIGHTING, MECHANICAL ETC.

01 022 ALL WORK IN JOINT-USE CONFERENCE ROOMS & LOBBIES IS INCLUDED IN C&S PACKAGE.

# Drawing Issue Date A Core & Shell Package 05/06/2016

F

F

H

H

J

J

K

K

L

L

M

M

G

G

TYP

01 005

TYP

01 009

TYP

01 009

TYP

01 009

TYP

01 009

TYP

01 009

TYP

01 009TYP

01 009

TYP

01 009

TYP

01 009

HUB/TELE.

M0306.14

HUB/TELE.

M0306.13

HUB/TELE.

M0306.03

HUB/TELE.

M0306.04

N.I.C.

HUB/TELE.

M0306.06

HUB/TELE.

M0306.05

HUB/TELE.

M0306.11

HUB/TELE.

M0306.12

A1

.0 3a

PROJECT SCOPE

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

M306C

FE

M306D

FE

M306N

FE

M306P

FE

E306J

2NE

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

'-0

'-0

'-0

'-0

'-0

'-0

M306S

2FE

N.I.C.

M306F

FE

M306E

FE

M306H

FE

M306G

FE

B306E

FE

E306C

NE

E306D

NE

E306E

NE

E306F

NE

B306H

FE

M306J

FE

M306K

FE

M306L

FE

M306M

FE

TYP

01 009

TYP

01 009

TYP

01 009

TYP

01 009

TYP

01 02201 022

TYP

01 009

TYP

01 009

TYP

01 009

M306W

FE

B306F

FE

B306G

FE

M306X

FE

NOT INCLUDED IN CORE & SHELL

NOT INCLUDED IN CORE & SHELL2

NOT INCLUDED IN CORE & SHELL

HUB/TELE.

M0306.08

HUB/TELE.

M0306.07

HUB/TELE.

M0306.09

HUB/TELE.

M0306.10

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"

A1.03b

Floor Plan - 03 Area B

1158.00Author

06.03.2016

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 03 - 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 ON FLOORS 2

THROUGH 10. BLAST RESISTANT FILM TO BE TYPE 01 AND TYPE 02. ASSUME

APPROXIMATELY 50-50% SPLIT ON TYPES THROUGHOUT PROJECT. REFER TO

SPECIFICATIONS FOR BOTH FILM TYPES AND SHEET A0.10 FOR EXTENTS.

!Keynotes!

01 005 DOOR HARDWARE REPLACEMENT AND INFILL TO BE INCLUDED IN CORE & SHELL PACKAGE.(TYP @

ALL STAIR LOCATIONS).

01 009 WORK LIMITED TO MAIN RISERS & ANTY DISTRIBUTION THAT MAY TIE TO CORE & SHELL

COMPONENTS ON THIS LEVEL.

01 016 ANY SPACE LOCATED WITHIN EXISTING MECH ROOM FOOTPRINT INCLUDED IN C&S PACKAGE IN

REGARDS TO DEMISING WALLS, CEILING, LIGHTING, MECHANICAL ETC.

01 022 ALL WORK IN JOINT-USE CONFERENCE ROOMS & LOBBIES IS INCLUDED IN C&S PACKAGE.

# Drawing Issue Date A Core & Shell Package 05/06/2016

A

A

B

B

C

C

D

D

E

E

VERT. PEN.VERT. PEN.

MECHANICAL

FRT. ELEV. VEST

B0405.01

MECH.

HUB/TELE.

M0406.03

HUB/TELE.

M0406.14

A1

.0 4b

A1

.0 4b

PROJECT SCOPE

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

0.00

ALIGNALIGN

M406T

2FE

M406S

2FE

VCT-2

CPT-1

CPT-1

1' -4

6'

-1

/4

2' -0

M406U

2NE

M406P

FE

M406C

FE

B406A

FE

B406D

FE

E406B

NE

E406A

NE

M406B

FE

M406A

FE

E406G

NE

E406H

NE

M406Q

FE

M406R

FE

N.I.C.

4'-9 1/4" (VIF)

H…