Amendment 0004 Package_47PC0320R0002.pdf

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Amendment 0004--Construction Manager as Constructor (CMc) for the Alexander Hamilton U.S. Custom House Water Infiltration Remediation Project

Request for Information Responses Solicitation No.: 47PC0320R0002

May 7, 2021

Question 1: In terms of the estimate required for this proposal submission (price proposal, estimate cost of work, etc.), are we allowed to share both the drawings and specifications with our local subcontractor market so they can assist us accordingly? If there is a section in one of the documents provided to us that speaks to this, can you kindly advise of where we can read/locate that information?

Response 1: Please refer to Standard A: PBS P-100, Facilities Standards for the Public Buildings Service; Security Requirements, which refers to GSA Order PBS 3490.2, Documents Security for Sensitive But Unclassified Building Information.

As per PBS 3490.2:

“Building information designated SBU must be protected with access strictly controlled and limited to those individuals having a legitimate business need to know such information. Those with a need to know may include Federal, State and local government entities, and nongovernment entities engaged in the conduct of business on behalf of or with GSA.

Nongovernment entities may include architects, engineers, consultants, contractors, subcontractors, suppliers, utilities, and others submitting an offer or bid to GSA, or performing work under a GSA contract or subcontract. Recipient contractors must be registered as “active” in the System for Award Management (SAM) database at www.sam.gov and have a legitimate business need to know such information. If a subcontractor is not registered in the SAM and has a need to possess SBU building information, the subcontractor shall provide to the contractor its DUNS number or its tax ID number and a copy of its business license. The contractor shall keep this information related to the subcontractor for the duration of the contract and subcontract.”

It is the responsibility of the prime contractor to safeguard the documents and ensure any subcontractors they engage with for coordination and price proposals abide by the same standards as the prime.

Question 2: A101 to the left and right of the stairs on Bowling Green where the statues currently sit the tag on the left ref. MEM03 and the one on the right indicates JNT03.

There is no language to remove the statues, however, this would be required to complete either of these details. Please clarify which tag is correct and if the intent is to remove and reinstall the statues.

Response 2: Both MEM 03 and JNT 03 apply to the statues, which will remain in place. MEM 03 is for the installation of waterproofing below the two statue pedestals which directly flank the stairs. The area below the main stairs and these two statue pedestals is accessible from a hatch inside the building. This space below the stairs and statue pedestals is standing height. Please refer to A-409 for a section of the main stairs, which shows a doorway accessible to the chamber below one of the statue pedestals beyond. The waterproofing will be installed directly over the existing concrete topping slab in the space below the stairs and statue pedestals. JNT 03 refers to installing sealant with lead cap joints at the top of all sky-facing joints at all four statue pedestals.

Question 3: A409 “remove existing concrete topping slab over terracotta.” Is this accessible from behind the stair? Or is it the intent that the stair be removed and reinstalled in its entirety?

Response 3: The existing concrete topping slab will remain in place below the stairs and flanking statue pedestals. The note will be revised to say “Existing concrete topping slab to remain in place.”

Question 4: S511/3 the note indicates to remove loose fill from the center of the column. Is the expectation that the column be dismantled and reassembled to complete this scope? Please clarify intent.

Response 4: The existing built-up steel column should not be dismantled. It shall remain in place, protected during construction. Only the brick masonry encasement and the brick infill within the built-up column cavity shall be removed. The built-up steel column section is made of two channels (about 10 inches apart) tied together by triangular lattice on two sides. It is intended that the brick infill within the built-up steel column cavity shall be carefully removed by using hand held tools. The inside cavity steel shall be cleaned, prepared and corrosion protection coating system should be applied.

Question 5: Is the proposed phasing plan set in stone or can it be modified?

Response 5: The CMc is to provide design services as indicated in the SOW and will engage with the GSA, A/E, CMa and project stakeholders in developing a Construction Work Sequencing and Phasing plan as a deliverable during the Design Phase.

Question 6: Are there noise restrictions and hours when no noise can be made?

Response 6: Yes. The building will be occupied and any disruptive work that interferes with the operation of the occupants in the building will need to be done during non-working hours.

Normal building hours are typically Monday thru Friday 7:00AM - 5:00PM; however special events such as Court sessions and museum events will take precedence. The CMc as part of design and construction services will actively engage with the GSA, A/E, CMa and project stakeholders in developing Construction Work Sequencing and Phasing plan and shall coordinate any after-hours work accordingly to accommodate tenant and building operations.

Question 7: Due to Covid restrictions, staff having reactions to their Covid shot, staff contracting Covid and the quarantine period, ability to meet in person in large groups to discuss and review the drawings we are requesting a minimum of a one week extension on the bid and RFI period.

Response 7: Amendment 0002 issued on April 21, 2021 extended the RFI deadline to April 30, 2021 at 3:00 pm local time, and the proposal / offer deadline to May 17, 2021 at 3:00 pm local time.

Question 8: Is there a changing area for the workers to be provided?

Response 8: No designated changing area for workers. However, during the design phase and with coordination of the building and stakeholders, a laydown area for the CMc during construction operations is to be coordinated. CMc will be responsible for the laydown area and can use it as needed.

Question 9: Is there a lay down area or storage for the materials to be salvaged and reused?

Response 9: See RFI Response No.8.

Question 10: Our firm has not been required to file a disclosure statement in the past. Do we still need to complete one for this RFP?

Response 10: Per the Solicitation, offerors are required to complete and submit the Offeror Representations and Certifications with their proposal submissions. With respect to CAS, reference is made to Reps and Certs provisions FAR 52.230-1 Cost Accounting Standards Notices and Certification (JUN 2020) and FAR 52.230-7 Proposal Disclosure—Cost Accounting Practice Changes (Apr 2005). Read the provisions for details on use of Modified v. Full CAS coverage. The Cost Accounting Standards Board Disclosure Statement (CASB DS-1) is required to be completed and submitted in response to Evaluation Factor 6, regardless of whether Modified or Full CAS coverage applies to your offer. The only exception is if the offeror is a small business--small businesses are exempt from CAS.

Question 11: If the disclosure statement is required, can we submit a draft with the RFP and then submit a finalized disclosure statement if awarded a contract?

Response 11: Offers shall contain a fully completed CASB DS-1 form as part of the technical proposal submission, unless the offeror is a small business (see small business exemption referenced in RFI Response No. 10).

Question 12: Please define disruptive construction work and type of demolition that must be performed during non-business hours. What are the off hours that work may take place?

Response 12: See RFI Response No.6.

Question 13: Please explain the purpose of salvaging the WT’s. Is the client open to an alternate scope?

Response 13: It is our understanding that the Tee-beams (WT’s) to which you are referring are horizontal WT’s in the lower inner section of the foundation wall. Those WT’s are to be left in place, exposed (by removing masonry surrounding them), cleaned and repainted before pouring proposed concrete. We believe the WT’s are contributing to stability of free standing vertical columns and removing them might require other means to keep the vertical columns in place.

They also act as lateral reinforcement in existing brick masonry spanning between columns.

Question 14: Please confirm that the removal call out on all demolition sheets are included in the DEM01, DEM02, DEM03, or DEM 04 quantities defined in the restoration schedule (i.e.

“Metal Counter Flashing” called out on left hand side of A-401.00 is part of the DEM 02 removal titled above)

Response 14: The Restoration Schedule includes all the Base Bid and Allowance quantities for the demolition tags shown on DM-101. The demolition quantities are SF areas and include the removal of assemblies (ie. multiple layers of waterproofing, fill, base flashings/counter flashings, drains, grates, etc.) as identified in the demolition section details, wall sections and section details.

Question 15: Please confirm that only the specific items called out as “and protect” are to be included in protection base bid pricing.

Response 15: Including the specific elements noted to be protected, in general all existing construction to remain should be protected in place. Interior should also be protected during construction. For example: At areaways on Bowling Green, where existing sidewall construction is required to be protected, and temporary shoring is required to be provided, it is understood that all protection measures will be provided to protect existing construction.

Please also refer to draft GSA Division One specifications for general requirements for cutting & patching and selective demolition; the CMc as part of design services will work with the A/E, GSA, CMa and other stakeholders to generate construction documents and specification requirements for the construction phase of the project.

Question 16: Please confirm if an existing conditions survey will be required by the contractor to identify the specific location of the quantities defined in the restoration schedule

Response 16: An existing conditions report was completed as part of the pre-design work by the AE. Due to deterioration over time, CMc will need to verify quantities following NTP for the construction phase. During the design review phase, specific location and quantities of restoration will change as construction documents are developed; the CMc will be an active participant during the design phase of the project and shall provide the services as indicated in the SOW to include, but not limited to constructability review, proposed alternatives and independent recommendations. The location of the Base Bid quantities should be clear, but the AOR/EOR will provide clarity if needed. The Contractor should notify the EOR/AOR of any specific conditions uncovered which are not included in the Base Bid, including Allowance Items or field conditions, for which the EOR/AOR will define locations/quantities.

Question 17: Please confirm if there is a specific order that the broken-out phasing must be completed in.

Response 17: See RFI Response No.5.

Question 18: Please confirm if on site storage will be available for any materials that are to be reinstalled, in all phases of work.

Response 18: See RFI Response No. 8.

Question 19: Please provide description, detail and area (square footage) for SKL-01-Metal Frame Light Vault .

Response 19: SKL 01 is an Alternate for approximately 680 SF, which is at the Bowling Green areaways. This Alternate is for the replacement of the existing historic cast iron and glass light vault with new to match. Refer to Spec Section 086300 Metal-Framed Skylights for more information.

Question 20: Please provide description, detail and area (square footage) for SKL-02-Light Vault Glass.

Response 20: SKL 02 is for the replacement of cracked glass units at the existing skylight vaults at the top of the main entrance stairs. Each glass unit is approximately 4”x4”.

Question 21: Please provide detail for MAS-04 and BOL 01.

Response 21: MAS-04 will be removed from the set in future design documents. BOL 01 is a placeholder detail and is for the replacement of the existing bollards at the corners of the loading dock entrances. The new bollards will be similar to the existing, which are concrete encased in metal and will be coordinated with CMc as construction documents are developed.

Question 22: Please provide sizes of windows WIN-01.

Response 22: There will no longer be any window replacement included in this scope of work, so disregard this.

Question 23: Please provide sizes of louvered windows WIN-02.

Response 23: Some louvers will be replaced as part of the mechanical scope of work. A detail will be provided in later submissions. Refer to Spec Section 089100 Louvers for more information.

Question 24: Please provide details of BOL-New Bollards.

Response 24: See RFI Response No. 21.

Question 25: Detail 1/A-409.00 calls out to remove the existing topping slab and Coal Tar Pitch and apply new Fluid Applied Membrane per detail 1/A-410.00. Detail FLA04 on A-506.00 calls out to tie the new Fluid Applied Membrane per MEM03 on A-511.00 into existing Coal Tar Pitch.

Please advise.

Response 25: FLA 01 referenced on A-410 should be FLA 04 on A-506. This is for fluid applied flashing to be installed at the base of the main stairs and extended over the retaining wall curb.

This flashing will not come into contact with any existing coal tar pitch. The description on A-506 to tie into existing coal tar pitch is incorrect. The new fluid applied flashing will extend vertically at the base of the stairs, stopping short of the finish height of the new topping slab.

Question 26: Detail FLA08 on A-508.00 shows Fluid Applied WP applied to the vertical masonry surface and terminating on the face of the masonry. Should a reglet be cut into the masonry and counter flashing be installed?

Response 26: No reglet is necessary. The fluid applied flashing is self-terminating and this area is also enclosed/protected below the main stair.

Question 27: Currently the Bowling Green Entrance is closed off with metal barricades. Will this entrance remain closed during construction? And if so, can construction on the east and west be done simultaneously?

Response 27: These entrances are closed temporarily to the public. They will be open when the building is reopened to the public.

Question 28: Please provide Fire Alarm Vendor/ Provider on the Building.

Response 28: Fire Alarm Vendor is Siemens; however it is serviced and maintained through the Operations & Maintenance (O&M) Contractor Brooks Range Inc. Point of contact is included in the CMc SOW; refer to Section IV.B Building Coordination / ESPC Coordination.

Question 29: Specification section 015000 indicates office space requirements for the owner.

We presume that the owner will occupy space within the existing facility. Please confirm if the CMc should include cost for the fit up of an owner office.

Response 29: The GSA will not have site office allocation available for the CMc contractor, the CMc contractor should include site office within the construction zone to be provided by the contractor. The specifications are in draft form, they will be developed as the project moves though design.

Question 30: Is there space within the building for the CMc Office?

Response 30: See RFI Response No. 29 & RFI Response No. 8.

Question 31: Would it be possible to do a walk through on 4/29 Thursday afternoon 12 – 2 PM , or 4/30 Friday am?

Response 31: Amendment 0003 issued on April 29, 2021 allowed for a second Site Visit for either May 10, 2021 or May 11, 2021.

Question 32: Are there any spaces in the basement that can be utilized for the duration of the project as storage?

Response 32: No, there is no interior space dedicated to this project.

Question 33: Please confirm which doors are used on a daily basis and which doors are for emergency egress only?

Response 33: Our intent is to keep all building exits open during the construction. Currently, we have not differentiated emergency exits. Also, refer to RFI Response No. 5 pertaining to developing a sequencing and phasing plan during the Design Phase of the project.

Question 34: Is it possible to use the garage entrance to load and unload materials from the sub basement?

Response 34: Contractor to coordinate deliveries and loading with GSA. There is 1 access elevator to the basement & sub-basement; the contractor is to coordinate accordingly delivery of materials.

Question 35: Please provide windows dimensions or quantity in square feet for the WIN-01-(48 Ea.)

Response 35: The existing windows in the areaways will be replaced as part of project scope.

The size of the windows may vary, but they are approximately 3’x 5’ double hung windows. The details and specs for this will be included in the next submission. Quantities and scope will be further developed with the CMc as part of CMc Design Phase services.

Question 36: Please provide louvers dimensions or quantity in square feet for the WIN-02-( 14 Ea.)

Response 36: There are multiple sizes of louvered openings, the details for which will be included in the next submission. As an estimate, there are approximately 20 2’x 6’ louvered windows at Bowling Green areaways and 284 1’x 3’6” windows which will be replaced with louvers at the remaining areaways. Quantities and scope will be further developed with the CMc as part of CMc Design Phase services.

Question 37: Please provide windows dimensions or quantity in square feet for the WIN-01-(48 Ea.)

Response 37: See RFI Response No. 35.

Question 38: Please provide louvers dimensions or quantity in square feet for the WIN-02-( 14 Ea.)

Response 38: See RFI Response No. 36.

Question 39: Please provide specification for WIN-01

Response 39: These are concept design / design development drawings and will be developed further in subsequent submissions.

Question 40: The project documents requires that the CM self-perform 15% of the work. Please confirm whether the CM Administrative staff can be counted towards the 15% requirement.

Response 40: Administrative staff cannot be counted towards the 15% requirement.

Self-performance of the work refers to actual construction activities.

Question 41: Please provide floor plans for the sub-basement, basement, and first floor.

Response 41: Floor plans will be provided in PDF format as part of RFI responses.

Question 42: Please provide the building approved fire alarm vendor and contact information

Response 42: See RFI Response No. 28.

Question 43: Please provided fire alarm riser diagram

Response 43: Fire alarm floor plans for sub-basement, basement and first floor will be provided as part of RFI responses with partial system riser.

Question 44: Please detail rebar sizes for FDN 01 on S-520.00

Response 44: The anticipated rebar sizes is #5 – in the detail FDN 01 on drawing S-520.

Question 45: Please detail rebar spacing for Concrete coping FDN 01 on S-5203

Response 45: The anticipated rebar spacing in the detail FDN 01 on drawing S-520 is as follows: @ Wall: Vertical & Horizontal Rebar: #5 @ 18” O.C. @ Coping: (3) #5 Cont. + Stirrups:

#4 @ 12” O.C.

Question 46: WPF 01 ON A-519 Shows Fluid Applied membrane on the WT’s. Please confirm if it needs to be applied to the vertical W8’s shown on S-520.

Response 46: Strips of Fluid Applied membrane need to be applied over all exposed steel members (horizontal and vertical).

Question 47: Please confirm the topside termination point of the Crystaline waterproofing, shown on S-520. It currently shows under the existing steel channel/new concrete coping.

Response 47: Crystalline waterproofing will be applied over the entire exposed interior face of the existing retaining wall. It will be terminated at the connection of the retaining wall to the sidewalk slab.

Question 48: Does the demolition of the Apron Wall need to be performed off hours?

Response 48: See RFI Response No. 6.

Question 49: Are the tabs included or excluded from the 50-page count?

Response 49: Tabs / page breaks are excluded from the technical proposal page limit. See RFI Response No. 53 for page increase.

Question 50: We do not intend to have any overhead work and do not see the need to have the 300#/SF requirement. Please confirm that this requirement can be reduced and treated as a means and methods.

Response 50: The contractor will be responsible for the means and methods to execute the entire scope of work. The live load capacity of the existing sidewalk is 300 psf. The superimposed loads on sidewalk during construction shall not exceed 300 psf. The construction activities such as temporary shoring/ rigging etc. should be designed either to support full live load capacity of existing sidewalk or for the actual dead load plus superimposed load that the contractor plans to impose up to 300 psf.

Question 51: Please confirm the ownership of the sidewalks around the Alexander Hamilton Building is federal and do not need to comply with City of NY DOB requirements. For pedestrian access.

Response 51: The sidewalks around the Alexander Hamilton Custom House are subjected to NYC DOB and DOT requirements.

Question 52: The CMC Statement of Work, Paragraph II B. Schedule Durations and Milestone Dates, indicates that CMC Design Review is scheduled to commence on 8-4-21, and that the 100 % CD Submission is to be completed by January 27, 2022. Construction NTP is scheduled to be issued on September 10, 2023; however the notes indicate that the Construction NTP is to be issued 11 weeks after the 100% CD submission. The date of September 10, 2023 is more than 11 weeks after 100% CD submission. The CMC Agreement paragraph 1C. b indicates that the Design Review Phase will be completed after all deliverables required for the Design Review Statement of Work are completed. Please clarify the following:

a. When are the CMC deliverables due after the issuance of each Design Review milestone submission (ie 75% CD’s, 90% CD’s, 100% CD’s)? The CMC is required to provide a schedule of CMC deliverables to the GSA as part of the Solicitation response.

Response 52.a: Please refer to SOW III.G Deliverables - “Each written deliverable from the CMc is due to the Contracting Officer within 10 working days from the CMc Contractor’s receipt of the A/E’s design-related submission.”

b. Please clarify the scheduled date of issuance for the Construction NTP, given the duration of time indicated between the completion of the 100% CD submission. Is the September 2023 date correct?

Response 52.b: September 2023 is the correct date for the NTP for the construction phase for this project. This date is based on the funding availability for the construction phase of this project.

c. If the September 2023 date is the estimated date for the issuance of the Construction NTP, should bidders assume that Design Review will extend from January 27, 2022 to September 10, 2023? This decision will impact pricing on this portion of the work.

Response 52.c: We intend to award NTP to CMc design phase in September 2021. The design phase review is scheduled to be completed in early 2022. There will be an approximate 1-1.5 year hiatus between completion of design and construction NTP.

Question 53: Would GSA please consider extending the page limitation from 50 to 60 pages in order to allow appropriate room for required information. If no, would GSA please consider NOT counting the schedule or key personnel resumes in the page count? With the number of key personnel resumes required in the RFP and number of phases within the schedule, the 50 page limit is becoming a very hard challenge to meet.

Response 53: The page limitation for the technical proposal is hereby increased to 60.

B2063

STAIR F

621.23 SqFt

CRV

VERT

B2025

STAIR E

546.78 SqFt

CRV

VERT

B2023

STAIR A

406.91 SqFt

CRV

VERT

B2062

STAIR D

404.98 SqFt

CRV

VERT

B2018

STAIR D

134.50 SqFt

CRV

VERT

B2044

STAIR C

105.09 SqFt

CRV

VERT

B2033

VERT. PEN.

52.51 SqFt

CRV

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CB2

CONSTRUCTION

4973.64 SqFt

CON

CONS

B2069

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2069.38 SqFt

CRH

BLDG

B2016

CORR.

1026.86 SqFt

CRH

BLDG

B2068

CORR.

539.21 SqFt

CRH

BLDG

B2041

CORR.

384.36 SqFt

CRH

BLDG

B2032

CORR.

346.58 SqFt

CRH

BLDG

B2060

CORR.

325.80 SqFt

CRH

BLDG

B2046

ELEV. LOBBY

249.65 SqFt

CRH

BLDG

B2067

CORR.

209.64 SqFt

CRH

BLDG

B2022

CORR.

80.22 SqFt

CRH

BLDG

B2070

MECH.

11103.48 SqFt

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BLDG

B2007

MECH.

8888.52 SqFt

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BLDG

B2029

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7451.90 SqFt

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B2065

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6585.93 SqFt

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B2040

MECH.

4635.14 SqFt

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B2011

MECH.

4539.77 SqFt

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B2042

MECH.

4336.62 SqFt

MCH

BLDG

B2001

MECH.

3212.65 SqFt

MCH

BLDG

B2064

MECH.

2894.90 SqFt

MCH

BLDG

B2026

MECH.

2418.17 SqFt

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BLDG

B2034

STORAGE

1842.77 SqFt

MCH

BLDG

B2020

ELEC.

1327.90 SqFt

MCH

BLDG

B2010

MECH.

1243.93 SqFt

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B2058

MECH.

1052.99 SqFt

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B2057

MECH.

806.33 SqFt

MCH

BLDG

B2031

MECH.

755.49 SqFt

MCH

BLDG

B2055

STORAGE

403.72 SqFt

MCH

BLDG

B2024

MECH.

356.12 SqFt

MCH

BLDG

B2061

MECH.

253.88 SqFt

MCH

BLDG

B2047

MECH.

244.30 SqFt

MCH

BLDG

B2045

MECH.

198.69 SqFt

MCH

BLDG

B2012

MECH.

189.04 SqFt

MCH

BLDG

B2013

MECH.

172.20 SqFt

MCH

BLDG

B2014

TELE.

169.92 SqFt

MCH

BLDG

B2059

ELEV. PIT

168.67 SqFt

MCH

BLDG

B2043

ELEV. PIT

142.10 SqFt

MCH

BLDG

B2035

TELE.

134.99 SqFt

MCH

BLDG

B2017

ELEV. PIT

134.27 SqFt

MCH

BLDG

B2030

ELEV. PIT

126.12 SqFt

MCH

BLDG

B2021

MECH.

125.39 SqFt

MCH

BLDG

B2071

MECH.

114.13 SqFt

MCH

BLDG

B2053

MECH.

86.52 SqFt

MCH

BLDG

B2056

MECH.

53.66 SqFt

INS

JNTU

B2039

AUDITORIUM

2688.32 SqFt

TTO

JNTU

B2048

CORR.

422.89 SqFt

TTO

JNTU

B2049

CORR.

381.62 SqFt

TTO

JNTU

B2038

CORR.

367.55 SqFt

TTO

JNTU

B2037

STORAGE

310.32 SqFt

TTO

JNTU

B2052

BREAK

227.60 SqFt

TTO

JNTU

B2036

CORR.

177.87 SqFt

TTO

JNTU

B2072

CORR.

54.06 SqFt

TTO

JNTU

B2050

TOILET

38.67 SqFt

TTO

JNTU

B2051

TOILET

36.71 SqFt

TTO

JNTU

B2054

ELEVATOR(S)

47.72 SqFt

TFC

JNTU

B2006

MECH.

571.99 SqFt

INS

ANY02009

B2008

MECH.

423.26 SqFt

INS

ANY02009

B2019

MECH.

275.83 SqFt

INS

ANY02009

B2003

MECH.

202.11 SqFt

INS

ANY02009

B2009

MECH.

174.47 SqFt

INS

ANY02009

B2002

MECH.

68.35 SqFt

INS

ANY02009

B2066

MECH.

61.84 SqFt

INS

ANY02009

B2027

MECH.

55.40 SqFt

INS

ANY02009

B2004

MECH.

22.53 SqFt

INS

ANY02009

B2028

MECH.

21.27 SqFt

INS

ANY02009

B2005

MECH.

19.10 SqFt

INS

ANY02009

B2015

MECH.

8.12 SqFt

INS

ANY02009

EXAMPLE

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy or return documents when no longer needed

NY0131 B2

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

WHITEHALL STREET

AutoCAD SHX Text

STATE STREET

AutoCAD SHX Text

UP

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

UP

AutoCAD SHX Text

SUMP PIT

AutoCAD SHX Text

UP

AutoCAD SHX Text

LINE OF FLOOR ABOVE

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CURB

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CURB

AutoCAD SHX Text

VENT

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

WELL

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

WELL

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

WELL

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

WELL

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

WELL

AutoCAD SHX Text

ABOVE

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

TELE. CLOSET

AutoCAD SHX Text

ELECTRICAL DISTRIBUTOR

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

CON ED

AutoCAD SHX Text

EMERGENCY

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

ELEV. MECH.

AutoCAD SHX Text

ELEV. MOTOR

AutoCAD SHX Text

ELEC.

AutoCAD SHX Text

METAL

AutoCAD SHX Text

BOX

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

ELEV. MOTOR

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

SUMP ROOM

AutoCAD SHX Text

PIT

AutoCAD SHX Text

PIT

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

GREEN ROOM

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

THEME

AutoCAD SHX Text

AGENCY NAME

AutoCAD SHX Text

AB CODE

AutoCAD SHX Text

ASA

AutoCAD SHX Text

SF

AutoCAD SHX Text

PARKING (ST, SU)

AutoCAD SHX Text Antenna

AutoCAD SHX Text

SMITHSONIAN INST

AutoCAD SHX Text

AutoCAD SHX Text

ANY02009

AutoCAD SHX Text

1904.27 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

BUILDING JOINT USE

AutoCAD SHX Text

JNTU

AutoCAD SHX Text None

AutoCAD SHX Text

4806.99 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

BUILDING COMMON

AutoCAD SHX Text

BLDG

AutoCAD SHX Text None

AutoCAD SHX Text

71348.25 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

UNMARKETABLE

AutoCAD SHX Text

CONS

AutoCAD SHX Text None

AutoCAD SHX Text

4973.64 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

UNMARKETABLE

AutoCAD SHX Text

VERT

AutoCAD SHX Text None

AutoCAD SHX Text

2272.00 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text Gross Area

AutoCAD SHX Text

85305.15 |

AutoCAD SHX Text Total Building Area

AutoCAD SHX Text

85305.15 |

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

DISCIPLINE

AutoCAD SHX Text

SHEET TYPE

AutoCAD SHX Text

SEQUENCE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

FILE NAME

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

GSA PM

AutoCAD SHX Text

SUB. DATE

AutoCAD SHX Text

SUBMISSION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TITLE

AutoCAD SHX Text BUILDING NOs.

AutoCAD SHX Text

OTHER

AutoCAD SHX Text

BUILDING NO.

AutoCAD SHX Text

CITY/ST./ZIP

AutoCAD SHX Text

STREET

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FLOOR NO.

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

GENERAL SERVICES ADMINISTRATION

AutoCAD SHX Text

PUBLIC BUILDINGS SERVICE

AutoCAD SHX Text

FIELD VERIFY ALL DIMENSIONS

AutoCAD SHX Text

CONS. WORK

AutoCAD SHX Text

A/E TASK NO.

AutoCAD SHX Text

CONSTR. CON.

AutoCAD SHX Text

CONTRACTORS

AutoCAD SHX Text

A/E CON. NO.

AutoCAD SHX Text

CONS. CONTR.

AutoCAD SHX Text

PRIME A/E

AutoCAD SHX Text

SUB A/E

AutoCAD SHX Text

PERFORMED BY

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AUDIT RECORD

AutoCAD SHX Text

ORIG. SURVEY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FACILITY NAME

AutoCAD SHX Text

SPACE LABEL KEY

AutoCAD SHX Text

LABEL CODES LEGEND

AutoCAD SHX Text

FACILITY CODE:

AutoCAD SHX Text

ALEX HAMILTON US CUST HOUSE

AutoCAD SHX Text

1 BOWLING GREEN

AutoCAD SHX Text

NEW YORK

AutoCAD SHX Text

NY 10004

AutoCAD SHX Text

NY0131

AutoCAD SHX Text Drawing request

AutoCAD SHX Text

SHEET SIZE:

AutoCAD SHX Text

QUERY DATE:

AutoCAD SHX Text 18_1211_NY0131_Aggregate_Plans

AutoCAD SHX Text B2

AutoCAD SHX Text 12/11/2018

AutoCAD SHX Text E

AutoCAD SHX Text

SHEET 1 OF 13

AutoCAD SHX Text One World Trade Ctr

AutoCAD SHX Text New York, NY 10007

AutoCAD SHX Text

NORTHEAST AND CARIBBEAN REGION

AutoCAD SHX Text 6'

AutoCAD SHX Text 0"

AutoCAD SHX Text 6'

AutoCAD SHX Text 12'

AutoCAD SHX Text 3/32" = 1'-0"

AutoCAD SHX Text 01133

AutoCAD SHX Text

SPACE ID

AutoCAD SHX Text

VERT. PEN.

AutoCAD SHX Text

ROOM NAME

AutoCAD SHX Text 21.38

AutoCAD SHX Text

USABLE AREA SQFT

AutoCAD SHX Text

CRV

AutoCAD SHX Text

SPACE TYPE (CODE)

AutoCAD SHX Text

VERT

AutoCAD SHX Text

AB CODE

AutoCAD SHX Text

ANY07889

AutoCAD SHX Text

ASA NUMBER

AutoCAD SHX Text ANSI/BOMA CATEGORIES 01 OFFICE OFFICE 03 FLOOR COMMON FLOOR COMMON 04 VERTICAL PENETRATION VERTICAL PENETRATION 05 PBS SPECIFICPBS SPECIFIC

AutoCAD SHX Text SPACE CATEGORIES 01 ASSIGNED ASSIGNED 02 BUILDING COMMON BUILDING COMMON 03 BUILDING JOINT USE BUILDING JOINT USE 10 UNMARKETABLEUNMARKETABLE

AutoCAD SHX Text SPACE TYPES CON CONSTRUCTION CONSTRUCTION CRH CIRCULATION - HORIZONTAL CIRCULATION - HORIZONTAL CRV CIRCULATION - VERTICAL CIRCULATION - VERTICAL INS LIGHT INDUSTRIAL LIGHT INDUSTRIAL MCH MECHANICAL MECHANICAL TFC TENANT FLOOR CUT TENANT FLOOR CUT TTO TOTAL OFFICETOTAL OFFICE

B1061

OPEN TO BELOW

1786.97 SqFt

CRV

VERT

B1063

VEHICLE RAMP

613.15 SqFt

CRV

VERT

B1009

STAIR

612.77 SqFt

CRV

VERT

B1083

STAIR C

571.51 SqFt

CRV

VERT

B1123

STAIR D

563.38 SqFt

CRV

VERT

B1109

STAIR F

389.40 SqFt

CRV

VERT

B1036

STAIR A

379.85 SqFt

CRV

VERT

B1039

STAIR E

372.77 SqFt

CRV

VERT

B1105

STAIR B

364.82 SqFt

CRV

VERT

B1080

FRT. ELEV.

152.08 SqFt

CRV

VERT

B1016

FRT. ELEV.

142.26 SqFt

CRV

VERT

B1085

ELEVATOR(S)

113.10 SqFt

CRV

VERT

B1040

VERT. PEN.

107.41 SqFt

CRV

VERT

B1008

ELEVATOR(S)

101.15 SqFt

CRV

VERT

B1108

ELEVATOR(S)

90.69 SqFt

CRV

VERT

B1106

ELEVATOR(S)

84.76 SqFt

CRV

VERT

B1079

VERT. PEN.

78.78 SqFt

CRV

VERT

B1046

ELEVATOR(S)

73.63 SqFt

CRV

VERT

B1044

ELEVATOR(S)

66.53 SqFt

CRV

VERT

B1107

ELEVATOR(S)

66.50 SqFt

CRV

VERT

B1007

VERT. PEN.

66.25 SqFt

CRV

VERT

B1101

VERT. PEN.

65.89 SqFt

CRV

VERT

B1047

VERT. PEN.

63.64 SqFt

CRV

VERT

B10173

VERT. PEN.

30.83 SqFt

CRV

VERT

B1084

VERT. PEN.

26.73 SqFt

CRV

VERT

B1017

VERT. PEN.

23.53 SqFt

CRV

VERT

B10172

VERT. PEN.

11.44 SqFt

CRV

VERT

B1131

PARKING

1686.50 SqFt

STP

PRKN

CB1

CONSTRUCTION

21388.37 SqFt

CON

CONS

CB1-3

CONSTRUCTION

350.96 SqFt

CON

CONS

CB1-4

CONSTRUCTION

348.40 SqFt

CON

CONS

CB1-5

CONSTRUCTION

336.09 SqFt

CON

CONS

CB1-1

CONSTRUCTION

205.74 SqFt

CON

CONS

B10150

CONSTRUCTION

112.63 SqFt

CON

CONS

B10151

CONSTRUCTION

110.62 SqFt

CON

CONS

CB1-2

CONSTRUCTION

107.34 SqFt

CON

CONS

B10164

CONSTRUCTION

74.57 SqFt

CON

CONS

B10146

CONSTRUCTION

72.62 SqFt

CON

CONS

B10135

CONSTRUCTION

71.40 SqFt

CON

CONS

B10154

CONSTRUCTION

67.48 SqFt

CON

CONS

B10168

CONSTRUCTION

52.79 SqFt

CON

CONS

B10165

CONSTRUCTION

47.86 SqFt

CON

CONS

B10162

CONSTRUCTION

47.14 SqFt

CON

CONS

B10163

CONSTRUCTION

47.14 SqFt

CON

CONS

B10134

CONSTRUCTION

46.82 SqFt

CON

CONS

B10166

CONSTRUCTION

45.63 SqFt

CON

CONS

B10133

CONSTRUCTION

45.62 SqFt

CON

CONS

B10167

CONSTRUCTION

45.62 SqFt

CON

CONS

B10132

CONSTRUCTION

45.62 SqFt

CON

CONS

B10148

CONSTRUCTION

45.00 SqFt

CON

CONS

B10149

CONSTRUCTION

45.00 SqFt

CON

CONS

B10152

CONSTRUCTION

45.00 SqFt

CON

CONS

B10153

CONSTRUCTION

45.00 SqFt

CON

CONS

B10155

CONSTRUCTION

44.86 SqFt

CON

CONS

B10145

CONSTRUCTION

44.56 SqFt

CON

CONS

B10156

CONSTRUCTION

43.13 SqFt

CON

CONS

B10138

CONSTRUCTION

43.12 SqFt

CON

CONS

B10139

CONSTRUCTION

43.12 SqFt

CON

CONS

B10140

CONSTRUCTION

43.12 SqFt

CON

CONS

B10141

CONSTRUCTION

43.12 SqFt

CON

CONS

B10157

CONSTRUCTION

43.12 SqFt

CON

CONS

B10158

CONSTRUCTION

43.12 SqFt

CON

CONS

B10159

CONSTRUCTION

43.12 SqFt

CON

CONS

B10160

CONSTRUCTION

43.12 SqFt

CON

CONS

B10161

CONSTRUCTION

43.12 SqFt

CON

CONS

B10136

CONSTRUCTION

43.11 SqFt

CON

CONS

B10137

CONSTRUCTION

43.11 SqFt

CON

CONS

B10142

CONSTRUCTION

43.11 SqFt

CON

CONS

B10143

CONSTRUCTION

43.11 SqFt

CON

CONS

B10144

CONSTRUCTION

43.11 SqFt

CON

CONS

B10147

CONSTRUCTION

41.33 SqFt

CON

CONS

B10169

CONSTRUCTION

41.33 SqFt

CON

CONS

B1113

LOBBY

2980.37 SqFt

CRH

BLDG

B1022

CORR.

1384.89 SqFt

CRH

BLDG

B1087

ELEV. LOBBY

1372.15 SqFt

CRH

BLDG

B1125

ELEV. LOBBY

787.67 SqFt

CRH

BLDG

B1049

ELEV. LOBBY

771.04 SqFt

CRH

BLDG

B10174

LOADING DOCK

452.63 SqFt

CRH

BLDG

B1002

CORR.

398.29 SqFt

CRH

BLDG

B1076

CORR.

391.75 SqFt

CRH

BLDG

B1051

CORR.

382.06 SqFt

CRH

BLDG

B1081

CORR.

217.44 SqFt

CRH

BLDG

B10171

VEST.

212.81 SqFt

CRH

BLDG

B1124

CORR.

201.72 SqFt

CRH

BLDG

B1111

CORR.

195.01 SqFt

CRH

BLDG

B1037

CORR.

184.14 SqFt

CRH

BLDG

B1056

VEST.

138.87 SqFt

CRH

BLDG

B1041

VEST.

100.49 SqFt

CRH

BLDG

B1103

VEST.

32.35 SqFt

CRH

BLDG

B1057

MEN

573.76 SqFt

TLT

BLDG

B1115

WOMEN

570.44 SqFt

TLT

BLDG

B1097

OFFICE

296.83 SqFt

MCH

BLDG

B1075

ELEC.

79.36 SqFt

MCH

BLDG

B1003

ELEC.

72.66 SqFt

MCH

BLDG

B1102

ELEC.

55.15 SqFt

MCH

BLDG

B1096

OFFICE

51.89 SqFt

MCH

BLDG

B1095

OFFICE

50.89 SqFt

MCH

BLDG

B1045

ELEC.

44.47 SqFt

MCH

BLDG

B1004

TELE.

41.96 SqFt

MCH

BLDG

B1074

TELE.

38.39 SqFt

MCH

BLDG

B1110

MECH.

35.35 SqFt

MCH

BLDG

B1038

MECH.

29.85 SqFt

MCH

BLDG

B1042

TELE.

26.16 SqFt

MCH

BLDG

B1104

TELE.

25.39 SqFt

MCH

BLDG

B1086

STORAGE

940.75 SqFt

CST

BLDG

B1064

CORR.

737.59 SqFt

CST

BLDG

B1062

STORAGE

629.08 SqFt

CST

BLDG

B1078

STORAGE

585.65 SqFt

CST

BLDG

B1014

CORR.

524.85 SqFt

CST

BLDG

B1013

BREAK

343.23 SqFt

CST

BLDG

B1067

SHOP

263.43 SqFt

CST

BLDG

B1065

OFFICE

254.74 SqFt

CST

BLDG

B1069

STORAGE

203.81 SqFt

CST

BLDG

B1070

STORAGE

203.61 SqFt

CST

BLDG

B1066

LOCKERS

172.20 SqFt

CST

BLDG

B1130

SHOP

114.23 SqFt

CST

BLDG

B1129

CUST.

104.03 SqFt

CST

BLDG

B1112

CLOSET

82.12 SqFt

CST

BLDG

B1018

STORAGE

81.38 SqFt

CST

BLDG

B1050

CLOSET

75.96 SqFt

CST

BLDG

B1127

STORAGE

74.96 SqFt

CST

BLDG

B1128

TOILET

73.10 SqFt

CST

BLDG

B1071

AUDITORIUM

5201.32 SqFt

TTO

JNTU

B1055

CONFERENCE

1214.04 SqFt

TTO

JNTU

B1121

CONFERENCE

1210.79 SqFt

TTO

JNTU

B1059

STORAGE

567.56 SqFt

TTO

JNTU

B1072

COMPUTER

240.06 SqFt

TTO

JNTU

B1098

LOBBY

221.81 SqFt

TTO

JNTU

B1060

STORAGE

210.23 SqFt

TTO

JNTU

B1126

CORR.

100.59 SqFt

TTO

JNTU

B1058

STORAGE

91.27 SqFt

TTO

JNTU

B1119

STORAGE

91.18 SqFt

TTO

JNTU

B1092

CORR.

61.85 SqFt

TTO

JNTU

B1091

ELEVATOR(S)

51.80 SqFt

TFC

JNTU

B1120

STORAGE

43.03 SqFt

INS

ANY10083

B1118

STORAGE

50.62 SqFt

INS

ANY10083

B1114

CORR.

392.96 SqFt

TTO

ANY10083

B1116

CONFERENCE

555.76 SqFt

TTO

ANY10083

B1117

CONFERENCE

471.10 SqFt

TTO

ANY10083

B1030

BREAK

285.23 SqFt

FDS

ANY02009

B1001

MECH.

4729.87 SqFt

TTO

ANY02009

B1073

MECH.

2627.12 SqFt

TTO

ANY02009

B1054

MECH.

1155.00 SqFt

TTO

ANY02009

B1094

STORAGE

821.79 SqFt

TTO

ANY02009

B1077

STORAGE

716.33 SqFt

TTO

ANY02009

B1027

STORAGE

667.07 SqFt

TTO

ANY02009

B1100

SUPPLY

510.09 SqFt

TTO

ANY02009

B1082

SUPPLY

470.18 SqFt

TTO

ANY02009

B1099

COMPUTER

451.78 SqFt

TTO

ANY02009

B1093

STORAGE

416.67 SqFt

TTO

ANY02009

B1090

SUPPLY

416.67 SqFt

TTO

ANY02009

B1021

CUST.

412.10 SqFt

TTO

ANY02009

B1035

OFFICE

411.50 SqFt

TTO

ANY02009

B1088

LOCKERS

401.35 SqFt

TTO

ANY02009

B1122

MECH.

336.29 SqFt

TTO

ANY02009

B1015

OFFICE

265.49 SqFt

TTO

ANY02009

B1020

SHOP

242.43 SqFt

TTO

ANY02009

B1032

LOCKERS

241.64 SqFt

TTO

ANY02009

B1024

LOCKERS

234.48 SqFt

TTO

ANY02009

B1025

LOCKERS

189.34 SqFt

TTO

ANY02009

B1010

OFFICE

175.62 SqFt

TTO

ANY02009

B1019

LOCKERS

140.81 SqFt

TTO

ANY02009

B1048

MECH.

117.70 SqFt

TTO

ANY02009

B1026

TOILET

109.39 SqFt

TTO

ANY02009

B1006

VEST.

108.49 SqFt

TTO

ANY02009

B1005

CORR.

106.79 SqFt

TTO

ANY02009

B1034

TOILET

104.45 SqFt

TTO

ANY02009

B1031

LOCKERS

102.97 SqFt

TTO

ANY02009

B1033

LOCKERS

88.16 SqFt

TTO

ANY02009

B1089

VEST.

51.10 SqFt

TTO

ANY02009

B1023

MECH.

42.21 SqFt

TTO

ANY02009

B1011

CLOSET

14.81 SqFt

TTO

ANY02009

B1012

CLOSET

14.09 SqFt

TTO

ANY02009

B1028

CLOSET

9.38 SqFt

TTO

ANY02009

B1029

CLOSET

9.21 SqFt

TTO

ANY02009

B1053

STORAGE

47.94 SqFt

INS

ANY02009

B1052

STORAGE

47.94 SqFt

INS

ANY02009

B1043

ELEVATOR(S)

58.44 SqFt

TFC

ANY09841

EXAMPLE

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy or return documents when no longer needed

NY0131 B1

AutoCAD SHX Text

ANY02009

AutoCAD SHX Text

AutoCAD SHX Text

ASSIGNED

AutoCAD SHX Text Surface

AutoCAD SHX Text

AutoCAD SHX Text

ANY02009

AutoCAD SHX Text

AutoCAD SHX Text

ASSIGNED

AutoCAD SHX Text Surface

AutoCAD SHX Text

AutoCAD SHX Text

ANY02721

AutoCAD SHX Text

AutoCAD SHX Text

ASSIGNED

AutoCAD SHX Text Surface

AutoCAD SHX Text

AutoCAD SHX Text

ANY02721

AutoCAD SHX Text

AutoCAD SHX Text

ASSIGNED

AutoCAD SHX Text Surface

AutoCAD SHX Text

AutoCAD SHX Text

ANY02721

AutoCAD SHX Text

AutoCAD SHX Text

ASSIGNED

AutoCAD SHX Text Surface

AutoCAD SHX Text

AutoCAD SHX Text

ANY07993

AutoCAD SHX Text

AutoCAD SHX Text

ASSIGNED

AutoCAD SHX Text Surface

AutoCAD SHX Text

AutoCAD SHX Text

ANY07993

AutoCAD SHX Text

AutoCAD SHX Text

ASSIGNED

AutoCAD SHX Text Surface

AutoCAD SHX Text

AutoCAD SHX Text

ANY02721

AutoCAD SHX Text

AutoCAD SHX Text

ASSIGNED

AutoCAD SHX Text Surface

AutoCAD SHX Text

AutoCAD SHX Text

UP

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

AutoCAD SHX Text

WHITEHALL STREET

AutoCAD SHX Text

STATE STREET

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

AutoCAD SHX Text B71

AutoCAD SHX Text B83

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

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DN

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DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

AutoCAD SHX Text B31

AutoCAD SHX Text

GB31

AutoCAD SHX Text B39

AutoCAD SHX Text B82

AutoCAD SHX Text B82

AutoCAD SHX Text B40

AutoCAD SHX Text B32A

AutoCAD SHX Text B41

AutoCAD SHX Text B52

AutoCAD SHX Text B70C

AutoCAD SHX Text B62B

AutoCAD SHX Text B62

AutoCAD SHX Text B42

AutoCAD SHX Text B52D

AutoCAD SHX Text B50A

AutoCAD SHX Text B50B

AutoCAD SHX Text

GB45

AutoCAD SHX Text B52C

AutoCAD SHX Text B52B

AutoCAD SHX Text B52

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text B32A

AutoCAD SHX Text B32C

AutoCAD SHX Text B32D

AutoCAD SHX Text

CONVECTOR

AutoCAD SHX Text

CONVECTOR

AutoCAD SHX Text

CONVECTOR

AutoCAD SHX Text

CONVECTOR

AutoCAD SHX Text

CONVECTOR

AutoCAD SHX Text

CONVECTOR

AutoCAD SHX Text

CONVECTOR

AutoCAD SHX Text

CONVECTOR

AutoCAD SHX Text

CONVECTOR

AutoCAD SHX Text

TRANSFORMER ROOM

AutoCAD SHX Text

SPRINKLER

AutoCAD SHX Text

SPRINKLER

AutoCAD SHX Text

AIR HANDLER

AutoCAD SHX Text

MUSEUM

AutoCAD SHX Text

LIGHT WELL

AutoCAD SHX Text

LIGHT WELL

AutoCAD SHX Text

SLOPED CEILING

AutoCAD SHX Text

CUSTODIAN

AutoCAD SHX Text

FACILITIES

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

COURT YARD

AutoCAD SHX Text

COURT YARD

AutoCAD SHX Text

COURT YARD

AutoCAD SHX Text

COURT YARD

AutoCAD SHX Text

SHAFT

AutoCAD SHX Text

EXHAUST

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

AIR HANDLER

AutoCAD SHX Text

PLANT SUPPLY

AutoCAD SHX Text

PLANT EMPLOYEE

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

PROJECTION ROOM

AutoCAD SHX Text

LIGHT WELL

AutoCAD SHX Text

LIGHT WELL

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

OPEN TO

AutoCAD SHX Text

BELOW

AutoCAD SHX Text

OPEN TO

AutoCAD SHX Text

BELOW

AutoCAD SHX Text

OPEN TO

AutoCAD SHX Text

BELOW

AutoCAD SHX Text

OPEN TO

AutoCAD SHX Text

BELOW

AutoCAD SHX Text

OPEN TO

AutoCAD SHX Text

BELOW

AutoCAD SHX Text

OPEN TO

AutoCAD SHX Text

BELOW

AutoCAD SHX Text

OPEN TO

AutoCAD SHX Text

BELOW

AutoCAD SHX Text

OPEN TO

AutoCAD SHX Text

BELOW

AutoCAD SHX Text

COVERED PASSAGE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

3300 2 SPACES

AutoCAD SHX Text

6918 3 SPACES

AutoCAD SHX Text

1016 2 SPACES

AutoCAD SHX Text

6918 1 SPACE

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

CHILLER PLANT

AutoCAD SHX Text

THEME

AutoCAD SHX Text

AGENCY NAME

AutoCAD SHX Text

AB CODE

AutoCAD SHX Text

ASA

AutoCAD SHX Text

SF

AutoCAD SHX Text

PARKING (ST, SU)

AutoCAD SHX Text Antenna

AutoCAD SHX Text

BANK JUD CTRMS/CHMBR

AutoCAD SHX Text

AutoCAD SHX Text

ANY09841

AutoCAD SHX Text

58.44 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

BNKRPTCY CLERK

AutoCAD SHX Text

AutoCAD SHX Text

ANY07993

AutoCAD SHX Text

0.00 |

AutoCAD SHX Text 0, 2 |

AutoCAD SHX Text None

AutoCAD SHX Text

SMITHSONIAN INST

AutoCAD SHX Text

AutoCAD SHX Text

ANY02009

AutoCAD SHX Text

17293.48 |

AutoCAD SHX Text 0, 2 |

AutoCAD SHX Text None

AutoCAD SHX Text

SMITHSONIAN INST

AutoCAD SHX Text

AutoCAD SHX Text

ANY10083

AutoCAD SHX Text

1513.47 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

DOT MOT CAR SFTY ADM

AutoCAD SHX Text

AutoCAD SHX Text

ANY02721

AutoCAD SHX Text

0.00 |

AutoCAD SHX Text 0, 4 |

AutoCAD SHX Text None

AutoCAD SHX Text

BUILDING JOINT USE

AutoCAD SHX Text

JNTU

AutoCAD SHX Text None

AutoCAD SHX Text

9262.50 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

BUILDING COMMON

AutoCAD SHX Text

BLDG

AutoCAD SHX Text None

AutoCAD SHX Text

17660.95 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

UNMARKETABLE

AutoCAD SHX Text

CONS

AutoCAD SHX Text None

AutoCAD SHX Text

24669.30 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

UNMARKETABLE

AutoCAD SHX Text

PRKN

AutoCAD SHX Text None

AutoCAD SHX Text

1686.50 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text

UNMARKETABLE

AutoCAD SHX Text

VERT

AutoCAD SHX Text None

AutoCAD SHX Text

7019.82 |

AutoCAD SHX Text None

AutoCAD SHX Text None

AutoCAD SHX Text Gross Area

AutoCAD SHX Text

79164.46 |

AutoCAD SHX Text Total Building Area

AutoCAD SHX Text

79164.46 |

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

DISCIPLINE

AutoCAD SHX Text

SHEET TYPE

AutoCAD SHX Text

SEQUENCE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

FILE NAME

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

GSA PM

AutoCAD SHX Text

SUB. DATE

AutoCAD SHX Text

SUBMISSION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

TITLE

AutoCAD SHX Text BUILDING NOs.

AutoCAD SHX Text

OTHER

AutoCAD SHX Text

BUILDING NO.

AutoCAD SHX Text

CITY/ST./ZIP

AutoCAD SHX Text

STREET

AutoCAD SHX Text

NAME

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FLOOR NO.

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

GENERAL SERVICES ADMINISTRATION

AutoCAD SHX Text

PUBLIC BUILDINGS SERVICE

AutoCAD SHX Text

FIELD VERIFY ALL DIMENSIONS

AutoCAD SHX Text

CONS. WORK

AutoCAD SHX Text

A/E TASK NO.

AutoCAD SHX Text

CONSTR. CON.

AutoCAD SHX Text

CONTRACTORS

AutoCAD SHX Text

A/E CON. NO.

AutoCAD SHX Text

CONS. CONTR.

AutoCAD SHX Text

PRIME A/E

AutoCAD SHX Text

SUB A/E

AutoCAD SHX Text

PERFORMED BY

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AUDIT RECORD

AutoCAD SHX Text

ORIG. SURVEY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FACILITY NAME

AutoCAD SHX Text

SPACE LABEL KEY

AutoCAD SHX Text

LABEL CODES LEGEND

AutoCAD SHX Text

FACILITY CODE:

AutoCAD SHX Text

ALEX HAMILTON US CUST HOUSE

AutoCAD SHX Text

1 BOWLING GREEN

AutoCAD SHX Text

NEW YORK

AutoCAD SHX Text

NY 10004

AutoCAD SHX Text

NY0131

AutoCAD SHX Text Drawing request

AutoCAD SHX Text

SHEET SIZE:

AutoCAD SHX Text

QUERY DATE:

AutoCAD SHX Text 18_1211_NY0131_Aggregate_Plans

AutoCAD SHX Text B1

AutoCAD SHX Text 12/11/2018

AutoCAD SHX Text E

AutoCAD SHX Text

SHEET 12 OF 13

AutoCAD SHX Text One World Trade Ctr

AutoCAD SHX Text New York, NY 10007

AutoCAD SHX Text

NORTHEAST AND CARIBBEAN REGION

AutoCAD SHX Text 6'

AutoCAD SHX Text 0"

AutoCAD SHX Text 6'

AutoCAD SHX Text 12'

AutoCAD SHX Text 3/32" = 1'-0"

AutoCAD SHX Text 01133

AutoCAD SHX Text

SPACE ID

AutoCAD SHX Text

VERT. PEN.

AutoCAD SHX Text

ROOM NAME

AutoCAD SHX Text 21.38

AutoCAD SHX Text

USABLE AREA SQFT

AutoCAD SHX Text

CRV

AutoCAD SHX Text

SPACE TYPE (CODE)

AutoCAD SHX Text

VERT

AutoCAD SHX Text

AB CODE

AutoCAD SHX Text

ANY07889

AutoCAD SHX Text

ASA NUMBER

AutoCAD SHX Text ANSI/BOMA CATEGORIES 01 OFFICE OFFICE 02 BUILDING COMMON BUILDING COMMON 03 FLOOR COMMON FLOOR COMMON 04 VERTICAL PENETRATION VERTICAL PENETRATION 05 PBS SPECIFICPBS SPECIFIC

AutoCAD SHX Text SPACE CATEGORIES 01 ASSIGNED ASSIGNED 02 BUILDING COMMON BUILDING COMMON 03 BUILDING JOINT USE BUILDING JOINT USE 10 UNMARKETABLEUNMARKETABLE

SPACE TYPES CON CONSTRUCTION CONSTRUCTION CRH CIRCULATION - HORIZONTAL CIRCULATION - HORIZONTAL CRV CIRCULATION - VERTICAL CIRCULATION - VERTICAL CST CUSTODIAL CUSTODIAL FDS FOOD SERVICE FOOD SERVICE INS LIGHT INDUSTRIAL LIGHT INDUSTRIAL MCH MECHANICAL MECHANICAL STP STRUCTURED PARKING SQFT STRUCTURED PARKING SQFT TFC TENANT FLOOR CUT TENANT FLOOR CUT TLT TOILET TOILET TTO TOTAL OFFICETOTAL OFFICE

01133

VERT. PEN.

21.38 SqFt

CRV

VERT

01009

VERT. PEN.

2001.62 SqFt

CRV

VERT

01006

STAIR

799.45 SqFt

CRV

VERT

01032

STAIR C

649.49 SqFt

CRV

VERT

01131

STAIR D

648.98 SqFt

CRV

VERT

01149

STAIR A

404.40 SqFt

CRV

VERT

01059

STAIR B

394.32 SqFt

CRV

VERT

01090

STAIR E

278.27 SqFt

CRV

VERT

01065

STAIR F

277.22 SqFt

CRV

VERT

01146

STAIR

271.41 SqFt

CRV

VERT

01014

VEHICLE RAMP

225.28 SqFt

CRV

VERT

01134

FRT. ELEV.

153.66 SqFt

CRV

VERT

01029

FRT. ELEV.

141.36 SqFt

CRV

VERT

01064

STAIR F

121.99 SqFt

CRV

VERT

01091

STAIR E

121.13 SqFt

CRV

VERT

01101

VERT. PEN.

114.29 SqFt

CRV

VERT

01028

VERT. PEN.

92.40 SqFt

CRV

VERT

01062

ELEVATOR(S)

81.19 SqFt

CRV

VERT

01060

ELEVATOR(S)

76.58 SqFt

CRV

VERT

01094

ELEVATOR(S)

74.39 SqFt

CRV

VERT

01136

VERT. PEN.

71.82 SqFt

CRV

VERT

01056

VERT. PEN.

67.69 SqFt

CRV

VERT

01095

ELEVATOR(S)

67.61 SqFt

CRV

VERT

01097

VERT. PEN.

63.73 SqFt

CRV

VERT

01061

ELEVATOR(S)

63.25 SqFt

CRV

VERT

01008

VERT. PEN.

49.82 SqFt

CRV

VERT

01010

VERT. PEN.

49.82 SqFt

CRV

VERT

010185

VERT. PEN.

38.80 SqFt

CRV

VERT

010186

VERT. PEN.

32.70 SqFt

CRV

VERT

01030

VERT. PEN.

24.81 SqFt

CRV

VERT

010180

CONSTRUCTION

20.56 SqFt

CON

CONS

C01

CONSTRUCTION

6930.00 SqFt

CON

CONS

010154

CONSTRUCTION

41.48 SqFt

CON

CONS

010166

CONSTRUCTION

41.43 SqFt

CON

CONS

010155

CONSTRUCTION

40.96 SqFt

CON

CONS

010181

CONSTRUCTION

37.55 SqFt

CON

CONS

010182

CONSTRUCTION

31.44…