Amendment_0015.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

3PQCP

See attached.

3PQCP

General Services Administration 100 S Independence Mall West Philadelphia, PA 19106

General Services Administration 100 S Independence Mall West Philadelphia, PA 19106

GS-03-P-17-AZ-C-0014

1 13

01/08/2018

05/26/2017

Amendment 0015 Solicitation GS-03-P-17-AZ-C-0014

Block 14 continuation:

a) This amendment hereby:

1. issues clarifications to the government’s requirement, as attached to this amendment;

2. incorporates L102, L103, L104, and A400, as attached to this amendment.

3. incorporates the Proposal Form, dated January 8, 2018, as attached to this amendment in

Excel format;

i) the burden of accuracy with regard to formulas shall be on the offeror.

4. incorporates a staffing plan format, as attached to this amendment in Excel format, to be completed by the offeror and submitted with revised proposals;

i) the burden of accuracy with regard to formulas shall be on the offeror;

ii) offerors shall coordinate the staffing plan format with proposal form and management approach;

5. incorporates a revised SF1442 for utilization for the revised proposal submissions, as attached to this amendment;

6. removes the Proposal Form, issued under Amendment 0015;

7. removes the SF1442, issued under Amendment 0015;

8. removes L102, L103, L104, and A400, issued under Amendment 0015;

9. increases the page limitation for the Management Approach by 5 pages.

b) Offerors shall note that the cutoff for questions has passed and no additional questions will be responded to by the government.

c) Offerors within the Competitive Range are asked to submit a revised proposal based on these documents, as well areas from discussions, due no later than January 17, 2018 at 12:00 PM

EST.

1. Offerors are requested to specifically highlight any changes made within the technical proposal, if applicable. Offerors are cautioned that the government will only review items that have been highlighted, indicating a change to the technical proposal;

2. Offerors shall submit one (1) original and six (6) copies of their revised technical (if applicable) and price proposals. The proposals are to be submitted unbound and secured with a binder clip. The package shall also include a CD or thumb drive of the proposals.

Amendment 0015 Solicitation GS-03-P-17-AZ-C-0014

d) Revised proposals shall be sent to Nadya L. Popil, Contracting Officer, at 100 S.

Independence Mall West, Philadelphia, PA 19106.

1. Offers sent by commercial package delivery and hand delivery shall be deemed received as of the date and time of delivery to the office designated for receipt of offers;

2. Offers sent by United States Mail shall be deemed timely if delivered to the address of the office designated for receipt of offers on or before the date established for receipt of offers.

e) All other solicitation provisions shall remain unchanged.

Clarification Drawing/Spec Reference Drawing/Spec Reference 2 Submitted Question Government Response

1 Specification 084400

Please confirm that standard commercial warranties are to be provided in lieu of the specified 20 year warranty for curtainwall systems and glazing as shown in specification 084400.

The listed manufacturer’s warranties are the values that are typically specified for components (including 20 years for silicone sealant and 20 years for metal finishes) and would not expect the glazing contractors to take exception.

2 A-204 Detail 31 Please clarify in the detail where Louver 2A (with full blank-off) ends and where Louver Type 2B on top of it begins.

Detail 31 on A204 calls for LVR-2A and LVR-2B. Assume 600sf of louver sqft to be active (not requiring any blankoff).

Top of LVR-2A extends 1'-8 1/2" above Level-R1.

3 12/A312

Detail 12/A312 calls out AVB-1 behind INS-3 for the foundation at the north, west, and east podium window sills. Please confirm that along these sides of the podium, AVB-1 is to be installed at window sill foundation locations only, and not the entire length of the podium wall.

Detail 12/A312 calls out AVB-1 behind INS-3 for the foundation at the north, west, and east podium window sills. The insulation should be called out as INS-5, foil-faced insulation. AVB-1 is not required here.

4 20/A305, 10/A306

Please confirm that the entire length of the dotted lines starting at the superfins represent AVB-1. Refer to details 20/A305 and 10/A306. If yes, please provide the height of the building to which AVB-1 runs.

Assuming the question is about annotations on detail 10 (not 20) on sheet A305, AVB-1 (on sheathing, on cold-form framing) is only on the wall located at the slab-edge at the open-end (in plan) of the precast "superfin". On detail 10/A305, that is the north slab-edge. At non-superfin precast, along the west-elevation, the dotted line represents INS-5, foil-faced insulation.

On detail 20/A306, the same. AVB-1 is only at open-end (in plan) of precast "super-fin"; the south slab-edge.

Assume AVB-1 will run to 1'-8 1/2" above Level-R1.

5 41/A304, 42/A304

Details 41 and 42 on drawing A304 do not call out AVB behind the GRFC on the west podium. Confirm whether or not AVB is to be installed behind the GFRC of the west and east podiums, and if so what type of

AVB.

Insulation shown in detail 41 and 42 on drawing A304 should be tagged INS-3. AVB-1 should also be tagged. It is behind INS-3, applied over sheathing and MBP-1 (where indicated,) on cold-form metal framing. This is typical behind the GFRC-2 and MP- 1B.

6 Responsibility Matrix Specification 280000

The responsibility matrix in Specifications Appendix A states that the PLC detention locking system is to be furnished and installed by the CMc. However Specification Section 280000 says that the PLC detention monitoring and control system is to be provided by the GSA Detention Controls Contractor.

Please confirm that this system is to be provided by the GSA Detention Controls Contractor.

PLC detention control locking system should be provided by the CMc.

7 Responsibility Matrix Specification 280000

Specification section 280000 states that the GSA Security Contractor is responsible for all security system devices. The responsibility matrix in Specifications Appendix A states the the X-ray screening, magnetometer, and lobby turnstiles are to be provided by the CMc. Please clarify if the CMc is to provide the magnetometer, turnstiles, and x-ray systems. If so, please provide specifications for this equipment.

Lobby turnstiles to be provided by the CMc. X-ray machine and magnetometer procurement need to be verified with the USMS.

8 ES201

Drawing ES201 is labeled as work that is NIC to be performed by PPL. However, several of the notes on the drawings call for work to be done by the Electrical Contractor. Please clarify if the work labeled ‘by electrical contractor’ on this drawing is to be included in the CMc scope of work.

The work labeled “by electrical contractor” on ES201 is not required to be performed by the electrical contractor in-so-far as it relates to the scope of work documented on ES201. The entire drawing is issued for information related to perimeter service relocations only.

9 E051

Drawing E051 says to refer to the landscape drawings for site lighting, however there is no site lighting plan in the landscape drawings. Please provide the site lighting plan.

Refer to updated sheets L102, L103, L104 for inclusion of Site Lighting (sheets issued on December 18, 2018 are replaced with sheets issued on January 8, 2018). See additional information included in the original 12/13/2017 submission: Lighting Fixture Cuts in Vol. 2B Specifications immediately following section 26

56 00 SITE LIGHTING.

10 Responsibility Matrix Amendment 11 RFI Responses

Amendment 11 RFI response number 93 states that “structured cabling is not a requirement under this project”. However, the Responsibility Matrix states that the CMc is to furnish and install the Vertical Riser low voltage IT cabling. Please clarify if the CMc is to provide the vertical riser cabling.

Refer to Responsibility Matrix.

11 PBS-P100

Chapter 7 of the PBS-P100 calls for atrium smoke control systems to be installed per IBC requirements.

Please confirm if atrium smoke control needs to be provided in the Level 1 lobby space.

PBS P-100 section 7.11.4 requires that “Atriums must be designed in accordance with the requirements in the IBC.”

The lobby space is not an “atrium,” it is a “two-story opening” that complies with IBC section 712.1.9. Smoke control is not required by IBC section 712.1.9.

12 A400 Provide the following Partition Types which are shown on the drawings but are not detailed in the Partition Schedule: B10, B20, C20, E26, E30, E36.

Refer to updated sheet A400 to include partition types; B10, B20, C20, E26, E30, E36, and F00* (sheets issued on December 18, 2018 are replaced with sheets issued on January 8, 2018).

13 G006 Provide wall finish SWM-1 which is shown on the drawings but is not noted in the Interior Material Index.

SWM-1 was unintentionally omitted from the Interior Materials Index. Refer to 20/A-495 for additional information. This is a secure wire mesh for the holding cells. Description will be added to the Material Index in future submissions.

14 A410

Finish schedule for rooms P1.04 and P1.05 calls out for Terrazzo flooring and PMP-1 base and wall finishes. This appears to be in error. Please verity what finishes are required in these rooms.

The Finish Schedule for rooms P1.04 and P1.05 is in error. The following updates apply to both rooms. Floor: FAF-3 | Base: RB- 1 | Ceiling: - | Wall: PT-1.1/PT-1.3

15 G006 Provide the reveal layout and details for wall finish PT- 1.1.

Wall reveal locations and detail to be developed. Assume 5/8" depth and 1/2" width at reveals.

16 A411 A452 Finish schedule for rooms 01.01, 01.02, and 01.03 refer to A-452 for details, but sheet A-452 is for the Bankruptcy courtroom. Please provide details.

Finish schedule for rooms 01.01, 01.02, and 01.03 refer to A-452 for details. Note has been changed to 'SEE A420' for correct interior elevations.

17 Amendment 11 RFI Response #117

S001, 210548, 220548, 230548

RFI #117 in Amendment 11 asked whether seismic restraint was required for fire suppression, plumbing, and HVAC, as the project is seismic design category A.

The response to this RFI stated that "seismic restraints are not required at this time for plumbing and fire protection piping." Please confirm if seismic restraint is to be included for HVAC.

Seismic restraint is not required for HVAC.

18 P-111

The Level 8 plumbing plan on P-111 has a note to provide pipe lagging for all domestic water, reclaimed water, sanitary, and storm piping. Previously, this keynote was included only on the Level 10 plumbing plan. Please confirm if pipe lagging is only to be provided where indicated on the Level 8 plumbing plan. If not, please provide additional locations where pipe lagging is required.

Where indicated by Note 1 – for this floor the courtroom areas - Note 1 requires pipe lagging in the Courtroom for defined piping systems the run within the courtroom.

19 U.S. Courts Design Guide

Chapter 15 of the U.S. Courts Design Guide calls for a handicapped-accessible emergency shower with floor drain and polyethylene holiding tanks and a handicapped-accessible wash sink in mail rooms. This is not shown in the mailroom on Level GF plumbing plan P-102. Please confirm if the emergency shower and wash sink are to be provided.

The Mail Room has not yet been developed but shall comply with all requirements listed in the the US Courts Design Guide.

20 A104 A411 Finish Schedule A411 calls out PL-1 in room 01.C07 Vending, but nothing is shown on the floor plans.

Please confirm there is no millwork in this room.

Correct, there is NO PL-1 in room 01.C07 Vending.

21 A104 A430, A411

Finish Schedule A411 calls out WD-1 in room 01.C05 Jury Assembly. Elevations on A430 appear to show just PMP-1 panels. Please confirm there are no WD-1 wall panels in this room.

Correct, there is NO WD-1 in room 01.C05 Jury Assembly.

22 A104 A411, A431 Finish Schedule A411 calls out WV-1 in room 01.E01 Hearing. Elevations on A431 show AWP-2 paneling.

Please confirm there is no WV-1 paneling in this room.

Drawing 12/A431 calls for “WV-1” for the spectator rail in room E01.E01 Hearing.

23 A106 A411, A431 Finish Schedule A411 calls out WV-1 in 02.A09 Hearing, but none is shown on the elevations on A431.

Please confirm there is no WV-1 in this room.

Correct, there is no WV-1 in room 02.A09 Hearing.

24 A106 A411, A422 Finish Schedule A411 calls out AWP-2 in 02.01 Elev.

Lobby, but the elevations show PMP-1, with no AWP-

2. Please confirm there is no AWP-2 in this lobby.

Correct, there is NO AWP-2 in 02.01 Elev. Lobby.

25 Specification 012400 3.1-B

Please clarify the award date of Option 2. The proposal form identifies award date as July 30, 2018.

Spec Section 012400-3.1-B identifies award date as October 30, 2018.

Option 2 award date is July 30, 2018.

24 Proposal Form Option 3 Does GSA have ability to award only Option 3A portion of Option 3?

Yes, GSA has ability to only award only Option 3A. Refer to proposal form dated 1.8.18.

HARDSCAPE LEGEND

LAWN

GROUND COVER PLANTINGS

PRECAST MODULAR CONCRETE PAVING,

CONCRETE SIDEWALK

PLANTED BIOFILTRATION AREA

ASPHALT PARKING AREA

RE. L501/1, HANOVER PLANKSTONE 27

8"X 231

2 "X 4"

GRASSCRETE SURFACE

SOFTSCAPE LEGEND

GRASSCRETE SURFACE

'-7

'-9

WATER COLLECTION AND TREATMENT PLANTING

AREA, CONNECTED TO UNDERGROUND

COLLECTION TANK, REFER TO ENG. DWG.

ASPHALT PARKING AREA

NATIVE FREEDOM

LAWN

HARRIS ST.

N 7T

H

ST

W

AL

LA

CE

S T.

TRANSFORMERS

PADS

RETAIN WALLACE ST.

EXISTING CURBS IN GOOD

CONDITIONS

RETAIN N7TH ST.

EXISTING CURBS IN

GOOD CONDITIONS

'-0

A

D

A

V

N

A

N

2'-DEEP

STORMWATER

RETENTION

TRENCH

IMPASSE II SECURITY

FENCING

RETAINING WALL

PAVED AREA

FOR GENERATOR

CONCRETE BENCH,

RE. L301/2

CO

NC

RE

TE

B

EN

CH

'-8

SB-2

SECURITY VEHICLE

ROLL GATE

CONCRETE

STAIRCASE

341 +

+ 344

+ 340.5

+ 338

+ 340

+ 337

+ 336

+ 340

+ 340.5

+ 340.1

340.5 +

340.5 +

341 +

340.9 +

+ 340.5

+ 340.5

+ 339

+ 336

+ 338

+ 340

+ 337

+ 339

+ 336

+ 335

+ 342

341 +

7'-0"

76'-8"

5'-0"

IN

FI

LT

RA

TI

ON

T

RE

NC

H

3,773 SQFT

RAIN

GARDEN

BACK SWALE

BA

CK

S W

AL

E

BA

CK

S W

AL

E

BA

CK

S W

AL

E

BA

CK

S W

AL

E

23,167 SQFT

COURTHOUSE

PARK

CONCRETE PATH

CONCRETE PATH

CO

NC

RE

TE

P

AT

H

CO

NC

RE

TE

P

AT

H

CO

NC

RE

TE

P

AT

H

CONCRETE PATH

1,908 SQFT

RAIN

GARDEN

36 PARKNIG SPOTS

PARKING

LOT

667 SQFT

RAIN

GARDEN

'-0

'-1

'-9

'-1

2'-DEEP

STORMWATER

RETENTION

TRENCH

2'-DEEP

STORMWATER

RETENTION

TRENCH

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CO

NC

RE

TE

B

EN

CH

SB-3

SECURITY PERSON SWING

GATE. OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-1

SECURITY FENCE OPTION SCOPE

ONLY, REFER TO VOL. 3

SB-1

SECURITY FENCE

OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-1

SECURITY FENCE

OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-1

SECURITY FENCE

OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-2

SECURITY VEHICLE

ROLL GATE

RETAIN N7TH ST.

EXISTING CURBS IN

GOOD CONDITIONS

342 +

L1

L1

L1

L1

L1

L1

L1

L1 L1

L1

L7(4)

E1

E1

E1

E1

E2

E2

L2

L2

L2

L2

L2

L2

'-7

'-9

WATER COLLECTION AND TREATMENT PLANTING

AREA, CONNECTED TO UNDERGROUND

COLLECTION TANK, REFER TO ENG. DWG.

ASPHALT PARKING AREA

NATIVE FREEDOM

LAWN

HARRIS ST.

N 7T

H

ST

W

AL

LA

CE

S T.

TRANSFORMERS

PADS

RETAIN WALLACE ST.

EXISTING CURBS IN GOOD

CONDITIONS

RETAIN N7TH ST.

EXISTING CURBS IN

GOOD CONDITIONS

'-0

A

N

A

N

2'-DEEP

STORMWATER

RETENTION

TRENCH

IMPASSE II SECURITY

FENCING

RETAINING WALL

PAVED AREA

FOR GENERATOR

CONCRETE BENCH,

RE. L301/2

CO

NC

RE

TE

B

EN

CH

'-8

SB-2

SECURITY VEHICLE

ROLL GATE

CONCRETE

STAIRCASE

341 +

+ 344

+ 340.5

+ 338

+ 340

+ 337

+ 336

+ 340

+ 340.5

+ 340.1

340.5 +

340.5 +

341 +

340.9 +

+ 340.5

+ 340.5

+ 339

+ 336

+ 338

+ 340

+ 337

+ 339

+ 336

+ 335

+ 342

341 +

7'-0"

76'-8"

5'-0"

IN

FI

LT

RA

TI

ON

T

RE

NC

H

3,773 SQFT

RAIN

GARDEN

BACK SWALE

BA

CK

S W

AL

E

BA

CK

S W

AL

E

BA

CK

S W

AL

E

BA

CK

S W

AL

E

23,167 SQFT

COURTHOUSE

PARK

CONCRETE PATH

CONCRETE PATH

CO

NC

RE

TE

P

AT

H

CO

NC

RE

TE

P

AT

H

CO

NC

RE

TE

P

AT

H

CONCRETE PATH

1,908 SQFT

RAIN

GARDEN

36 PARKNIG SPOTS

PARKING

LOT

667 SQFT

RAIN

GARDEN

'-0

'-1

'-9

'-1

2'-DEEP

STORMWATER

RETENTION

TRENCH

2'-DEEP

STORMWATER

RETENTION

TRENCH

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CO

NC

RE

TE

B

EN

CH

SB-3

SECURITY PERSON SWING

GATE. OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-1

SECURITY FENCE OPTION SCOPE

ONLY, REFER TO VOL. 3

SB-1

SECURITY FENCE

OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-1

SECURITY FENCE

OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-1

SECURITY FENCE

OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-2

SECURITY VEHICLE

ROLL GATE

RETAIN N7TH ST.

EXISTING CURBS IN

GOOD CONDITIONS

342 +

L1

L1

L1

L1

L1

L1

L1

L1 L1

L1

L7(4)

E1

E1

E1

E1

E2

E2

L2

L2

L2

L2

L2

L2

1+2

L-202

L-202

Harrisburg Federal Courthouse

GS-03-P-17-AZ-C-0008

PA0784ZZ

Harrisburg Federal Courthouse

8' 16'

1/8"=1'-0"

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY - DO NOT REMOVE THIS NOTICE - PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

U.S. General Services Administration

Mid-Atlantic Region

Public Buildings Service

The DOW Building

100 South Independance Mall West

Philadelphia, PA 19106-2320

Arch E (36 X 48)

Zimmerman, G

Ennead Architects, LLP

Sarko, M

320 West 13th Street

New York NY

MC,SH

JGC

100% DESIGN DEVELOPMENT - 12/13/2017

HARRIS ST.

REILY ST.

N 7T

H

ST

N 6 T

H

ST

W

AL

LA

CE

S T.

BOYD ST.

GROUND FLOOR LAYOUT AND

GRADING PLAN

L-102

GROUND FLOOR LAYOUT AND GRADING PLAN

SCALE: 1/8" = 1'

07/28/2017SOUTH SIDEWALK AND

SLOPE MODIFICATION

12/13/2017100% DD Submission

AutoCAD SHX Text

SU-40

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

SU-40

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

SU-40

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

SU-40

AutoCAD SHX Text

AASHTO 2011 (US)

UPUP

3' x 1'-6" DEPHT BACK SWALE ZONE

80% SAND AND SOIL

PRECAST CONC. CURVED

SEATING / RETAINING WALL, RE.

L401/3

CONCRETE BENCH

CUSTOM CONCRETE

PLANTER

REILY ST.

BOYD ST.BIKE RACKS

CAPACITY 48 BICYCLES

BACK SWALE

TRANSFORMERS

PADS

5'-4" x 65'-8" AIR EXHAUST

GRATING FROM MECHANICAL

ROOM

RAIN GARDEN

BOLLARDS AT 5'

SPACING ON CENTER

T.O.W TO BE MAX 30"

ABOVE TOPOGRAPHY

S.STEEL

GUARDRAIL

WATER VAULT UNDER,

REFER TO ENG.

DRAWINGS.

CONCRETE

STAIRCASE

7'-0"

5'-0"

CONC.

BENCH

4,480 SQFT

GREEN ROOF

GARDEN

18,579 SQFT

TOPO LAWN

8,674 SQFT

ENTRY PLAZA

3,947 SQFT

TERRACED

GARDEN

BACK SW

ALE

BACK SWALE BACK SWALEBACK SWALE

BACK SWALE

CONCRETE BENCH

CONCRETE BENCH

CONCRETE BENCH

CONCRETE BENCH

CONCRETE BENCH

CONCRETE BENCH

389 SQFT

RAIN

GARDEN

1,450 SQFT

RAIN

GARDEN

7,604 SQFT

HEMLOCK

TERRACE

2%

RAM

P

RETAINING BENCH W

ALL

RETAINING W

ALL

RETAINING BENCH W

ALL

3,123 SQFT

TOPO GARDEN

AT GRADE

T.O.W TO BE MAX 30"

ABOVE TOPOGRAPHY

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE BENCH

CURVED CONCRETE WALL

+ T.O.W 359'-8"

CURVED CONCRETE WALL

CUSTOM CONCRETE

STAIRS

695 SQFT

CONCRETE

PLANTER

L1L1

L1

L1

L1

L1

L1

L1

L1 L1

L1

L1

L8

L8

L8

L8

L8

L8

L5

L4

L4

L4

L4

L4

L4

L4

L4

L4

L7(4)

L1

L1

L1

UPUP

3' x 1'-6" DEPHT BACK SWALE ZONE

80% SAND AND SOIL

PRECAST CONC. CURVED

SEATING / RETAINING WALL, RE.

L401/3

CONCRETE BENCH

CUSTOM CONCRETE

PLANTER

REILY ST.

BOYD ST.BIKE RACKS

CAPACITY 48 BICYCLES

BACK SWALE

TRANSFORMERS

PADS

5'-4" x 65'-8" AIR EXHAUST

GRATING FROM MECHANICAL

ROOM

RAIN GARDEN

BOLLARDS AT 5'

SPACING ON CENTER

T.O.W TO BE MAX 30"

ABOVE TOPOGRAPHY

S.STEEL

GUARDRAIL

WATER VAULT UNDER,

REFER TO ENG.

DRAWINGS.

CONCRETE

STAIRCASE

7'-0"

5'-0"

CONC.

BENCH

4,480 SQFT

GREEN ROOF

GARDEN

18,579 SQFT

TOPO LAWN

8,674 SQFT

ENTRY PLAZA

3,947 SQFT

TERRACED

GARDEN

BACK SW

ALE

BACK SWALE BACK SWALEBACK SWALE

BACK SWALE

CONCRETE BENCH

CONCRETE BENCH

CONCRETE BENCH

CONCRETE BENCH

CONCRETE BENCH

CONCRETE BENCH

389 SQFT

RAIN

GARDEN

1,450 SQFT

RAIN

GARDEN

7,604 SQFT

HEMLOCK

TERRACE

2%

RAM

P

RETAINING BENCH W

ALL

RETAINING W

ALL

RETAINING BENCH W

ALL

3,123 SQFT

TOPO GARDEN

AT GRADE

T.O.W TO BE MAX 30"

ABOVE TOPOGRAPHY

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE BENCH

CURVED CONCRETE WALL

+ T.O.W 359'-8"

CURVED CONCRETE WALL

CUSTOM CONCRETE

STAIRS

695 SQFT

CONCRETE

PLANTER

L1L1

L1

L1

L1

L1

L1

L1

L1 L1

L1

L1

L8

L8

L8

L8

L8

L8

L5

L4

L4

L4

L4

L4

L4

L4

L4

L4

L7(4)

L1

L1

L1

L

L

L

L-204

HARDSCAPE LEGEND

LAWN

GROUND COVER PLANTINGS

PRECAST MODULAR CONCRETE PAVING,

CONCRETE SIDEWALK

PLANTED BIOFILTRATION AREA

ASPHALT PARKING AREA

RE. L501/1, HANOVER PLANKSTONE 27

8"X 231

2 "X 4"

GRASSCRETE SURFACE

SOFTSCAPE LEGEND

GRASSCRETE SURFACE

Harrisburg Federal Courthouse

GS-03-P-17-AZ-C-0008

PA0784ZZ

Harrisburg Federal Courthouse

8' 16'

1/8"=1'-0"

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY - DO NOT REMOVE THIS NOTICE - PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

U.S. General Services Administration

Mid-Atlantic Region

Public Buildings Service

The DOW Building

100 South Independance Mall West

Philadelphia, PA 19106-2320

Arch E (36 X 48)

Zimmerman, G

Ennead Architects, LLP

Sarko, M

320 West 13th Street

New York NY

MC,SH

JGC

100% DESIGN DEVELOPMENT - 12/13/2017

HARRIS ST.

REILY ST.

N 7T

H

ST

N 6 T

H

ST

W

AL

LA

CE

S T.

BOYD ST.

L01 WEST LAYOUT AND

GRADING PLAN

L-103

L01 WEST LAYOUT AND GRADING PLAN

SCALE: 1/8" = 1'

07/28/2017SOUTH SIDEWALK AND

SLOPE MODIFICATION

12/13/2017100% DD Submission

UPUPUPUPUPUP

CLERESTORY ABOVE

'-7

CONCRETE

SIDEWALK

CONCRETE BENCH,

RE. L301/2

TRANSFORMERS

PADS

RETAIN REILY ST.

EXISTING CURBS IN

GOOD CONDITIONS

RETAIN N7TH ST.

EXISTING CURBS IN

GOOD CONDITIONS

INFILTRATION TRENCH METAL

EDGE, REFER TO SECTION

RETAIN EXTG TREES

ON SIDEWALK

RETAINING WALL

'-8

CONCRETE

STAIRCASE

341 +

+ 348

+ 346

+ 344

+ 350

341 +

340.9 +

+ 342

7'-0"

76'-8"

5'-0"

BACK SWALE

INFILTRATION TRENCH

INFIL

TR

ATIO

N TR

EN

CH

IN

FI

LT

RA

TI

ON

T

RE

NC

H

IN

FI

LT

RA

TI

ON

T

RE

NC

H

CONCRETE BENCH

CONCRETE BENCH

667 SQFT

RAIN

GARDEN

18,579 SQFT

TOPO GARDEN

6,210 SQFT

EAST TOPO

GARDEN

1,419 SQFT

GREEN ROOF

GARDEN

CONCRETE

SIDEWALK

SB-3

SECURITY PERSON SWING

GATE. OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-1

SECURITY FENCE

OPTION SCOPE ONLY,

REFER TO VOL. 3

342 +

L1

L1

L1 L1

L1

L1

L7(4)

L3

L3

L3

L3

E1

E1

E1

E2

UPUPUPUPUPUP

CLERESTORY ABOVE

'-7

CONCRETE

SIDEWALK

CONCRETE BENCH,

RE. L301/2

TRANSFORMERS

PADS

RETAIN REILY ST.

EXISTING CURBS IN

GOOD CONDITIONS

RETAIN N7TH ST.

EXISTING CURBS IN

GOOD CONDITIONS

INFILTRATION TRENCH METAL

EDGE, REFER TO SECTION

RETAIN EXTG TREES

ON SIDEWALK

RETAINING WALL

'-8

CONCRETE

STAIRCASE

341 +

+ 348

+ 346

+ 344

+ 350

341 +

340.9 +

+ 342

7'-0"

76'-8"

5'-0"

BACK SWALE

INFILTRATION TRENCH

INFIL

TR

ATIO

N TR

EN

CH

IN

FI

LT

RA

TI

ON

T

RE

NC

H

IN

FI

LT

RA

TI

ON

T

RE

NC

H

CONCRETE BENCH

CONCRETE BENCH

667 SQFT

RAIN

GARDEN

18,579 SQFT

TOPO GARDEN

6,210 SQFT

EAST TOPO

GARDEN

1,419 SQFT

GREEN ROOF

GARDEN

CONCRETE

SIDEWALK

SB-3

SECURITY PERSON SWING

GATE. OPTION SCOPE ONLY,

REFER TO VOL. 3

SB-1

SECURITY FENCE

OPTION SCOPE ONLY,

REFER TO VOL. 3

342 +

L1

L1

L1 L1

L1

L1

L7(4)

L3

L3

L3

L3

E1

E1

E1

E2

L-202

HARDSCAPE LEGEND

LAWN

GROUND COVER PLANTINGS

PRECAST MODULAR CONCRETE PAVING,

CONCRETE SIDEWALK

PLANTED BIOFILTRATION AREA

ASPHALT PARKING AREA

RE. L501/1, HANOVER PLANKSTONE 27

8"X 231

2 "X 4"

GRASSCRETE SURFACE

SOFTSCAPE LEGEND

GRASSCRETE SURFACE

Harrisburg Federal Courthouse

GS-03-P-17-AZ-C-0008

PA0784ZZ

Harrisburg Federal Courthouse

8' 16'

1/8"=1'-0"

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY - DO NOT REMOVE THIS NOTICE - PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

U.S. General Services Administration

Mid-Atlantic Region

Public Buildings Service

The DOW Building

100 South Independance Mall West

Philadelphia, PA 19106-2320

Arch E (36 X 48)

Zimmerman, G

Ennead Architects, LLP

Sarko, M

320 West 13th Street

New York NY

MC,SH

JGC

100% DESIGN DEVELOPMENT - 12/13/2017

HARRIS ST.

REILY ST.

N 7T

H

ST

N 6 T

H

ST

W

AL

LA

CE

S T.

BOYD ST.

L01 EAST LAYOUT AND

GRADING PLAN

L-104

L01 EAST LAYOUT AND GRADING PLAN

SCALE: 1/8" = 1'

07/28/2017SOUTH SIDEWALK AND

SLOPE MODIFICATION

12/13/2017100% DD Submission

AutoCAD SHX Text

SU-40

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

SU-40

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

SU-40

AutoCAD SHX Text

AASHTO 2011 (US)

AutoCAD SHX Text

SU-40

AutoCAD SHX Text

AASHTO 2011 (US)

LINE OF CEILING. SEE FINISH SCHEDULE

HORIZONTAL JOINT REINFORCING AT

BOTTOM COURSE, TOP COURSE AND

16" O.C. VERTICALLY

T.O. SLAB

HEAD SEAL. SEE PARTITION DETAILSLINE OF CEILING. SEE FINISH SCHEDULE

ADDITIONAL LAYERS OF GWB

WHERE SCHEDULED

SOUND ATTENUATION BLANKET

WHERE SCHEDULED

EDGE TRIM TYPICAL WHERE VISIBLE

UNDERSIDE OF STRUCTURE,SEE NOTE 2

SEE STRUCTURAL DRAWINGS FOR BOND

BEAM AND REINFORCING REQUIREMENTS

T.O. SLAB

5/8" GYPSUM WALL BOARD (TYP.)

METAL STUDS (SEE SCHEDULE BELOW)

LINE OF CEILING. SEE FINISH SCHEDULE

EDGE TRIM TYPICAL WHERE VISIBLE

ADDITIONAL LAYER OF GWB

WHERE SCHEDULED

SOUND ATTENUATION BLANKET

WHERE SCHEDULED

T.O. SLAB

5/8" GYPSUM WALL BOARD (TYP.)

METAL STUDS (SEE SCHEDULE BELOW)

2 1/2" METAL STUDS @ 4'-0" O.C. VERTICAL

LINE OF CEILING. SEE FINISH SCHEDULE

EDGE TRIM TYPICAL WHERE VISIBLE

SOUND ATTENUATION BLANKET

WHERE SCHEDULED

T.O. SLAB

5/8" GYPSUM WALL BOARD (TYP.)

METAL C-H STUD U.O.N (SEE SCHEDULE

BELOW)

1" THICK LINER BOARD

5/8"

5/8"

5/8"

5/8"

SHIM

SPACE

VARIES 5/8"

VARIES 5/8"

LINE OF CEILING. SEE FINISH SCHEDULE

UNDERSIDE OF STRUCTURE, SEE NOTE 2

EDGE TRIM TYPICAL WHERE VISIBLE

ADDITIONAL LAYER OF GWB

WHERE SCHEDULED

SOUND ATTENUATION

BLANKET

WHERE SCHEDULED

T.O. SLAB

5/8" GYPSUM WALL BOARD (TYP.)

METAL STUDS (SEE SCHEDULE BELOW) HORIZONTAL

BRIDGING AT 48" O.C.

SHIM

SPACE

UNDERSIDE OF STRUCTURE

EDGE TRIM TYPICAL WHERE VISIBLE

ADDITIONAL LAYER OF

GWB

WHERE SCHEDULED

T.O. SLAB

5/8" GYPSUM WALL BOARD (TYP.)

SHIM SPACE. SIZE AS REQ'D TO

ENSURE

PLUMBNESS OF GWB.

METAL CHANNELS (SEE SCHEDULE BELOW)

5/8"VARIES

PERIMETER APPLICATION OF

CONT. BEAD OF SEALANT.

CONT. FIRE RETARDANT BLOCKING.

CONT. FIRE RETARDANT BLOCKING.

PERIMETER APPLICATION OF

CONT. BEAD OF SEALANT.

L-3"x3 1/4‚", 6" LONG, ALTERNATE AT 4'O.C. EACH SIDE

5/8"

F

APPLIED FURRING

SCALE: 1 1/2" = 1'-0"

FURRING WALL

E

SCALE: 1 1/2" = 1'-0"

SHAFT WALL

D

SCALE: 1 1/2" = 1'-0"

CHASE WALL

C

SCALE: 1 1/2" = 1'-0"

STUD WALL

B

SCALE: 1 1/2" = 1'-0"

CMU WALL

A

SCALE: 1 1/2" = 1'-0"

HOLLOW CMU UNITS FOR EACH

THICKNESS AND RATING.

SEE SCHEDULE BELOW

FILLED CORES AT REINFORCING AND

WHERE SCHEDULED BELOW

WIDTH

MAX.

HEIGHT

MIN.

GAUGE

FIRE

RATING REMARKSINSUL.

STC

RATING

NOMINAL

SIZE

ACTUAL

SIZE

6"

5 5/8"

5 5/8"

18'-0"

N/A N/A N/A

NONE NON-LOAD BEARING

WIDTH

MAX.

HEIGHT

MIN.

GAUGE /

MIL.

FIRE

RATING REMARKSINSUL.

STC

RATING

STUD

SIZE

SPACING

WIDTH

MAX.

HEIGHT

MIN.

GAUGE /

MIL.

FIRE

RATING REMARKSINSUL.

STC

RATING

STUD

SIZE

STUD

SIZE

SPACINGSPACING

16" O.C.

20/33

NONE

N/A

16'-5"

16" O.C.

20/33 47

16" O.C.

5 1/2"

20/33 50

16" O.C.

6 1/8"

20/33 53

N/A 16" O.C.

20/33

NONE

N/A47

16" O.C.

20/33

1 HR

16" O.C.

20/33 53

6" 18'-0"

N/A N/A U906

NONE NON-LOAD BEARING2 HOUR

MEA/BSA

16" O.C.16"O.C.

VARIES-24"MAX

16'-5"

20/33 57

16" O.C.16"O.C.

VARIES-24"MAX

24'-6" --

NONE

N/A

3 1/2"

16'-5" 3 1/2"

16'-5" 3 1/2"

1 HOUR

1 HR

OSU

T3240

17'-3" 3 1/2" 2 HOUR

6"

6"

7 7/8"

6"

8 1/2"

24'-6" 5 1/2"

24'-6"

24'-6"

5 1/2"

5 1/2"

OSU

T3240

2 HOUR

2 HOUR

UL

U420

UL

U420

2 HOUR

5720/33

WIDTH

MAX.

HEIGHT

FIRE

RATING REMARKSINSUL.

STC

RATING

STUD

SIZE

SPACING

24" O.C.

2 1/2"

20/33

2 1/2 "

UL

U438

ADDITIONAL LAYERS OF GWB

WHERE SCHEDULED

3 3/4"

2 HOUR

24" O.C.

4 5/8"

20/33 52

1 HOUR

UL

U469

24" O.C.

5 1/4"

20/33

2 HOUR

UL

U467

24" O.C.

20/33 UL

U438 7 1/4"

2 HOUR

4" 3 1/2"

4"

3 1/2"

5 1/2"6"

WIDTH

MAX.

HEIGHT

FIRE

RATING REMARKSINSUL.

STC

RATING

STUD

SIZE

SPACING

VARIES

N/A 16" O.C.

3 5/8" 16'-3"

20/33

NONE

N/A

NONE

N/A

GWB TO 6" ABOVE

CEILING

VARIES

N/A 16" O.C.

N/A

NONE

N/A

3 1/2" --24'-1"

20/33

6"

WIDTH

MAX.

HEIGHT

MIN.

GAUGE

FIRE

RATING REMARKSINSUL.

STC

RATINGSPACING

LINE OF CEILING. SEE FINISH SCHEDULE

STUD

SIZE

VARIES

N/A 24" O.C.

7/8"

N/A

N/A

N/A

N/A

N/A

TEST

DESIGN

TEST

DESIGN

TEST

DESIGN

TEST

DESIGN

TEST

DESIGN

TEST

DESIGN

MEA/BSAMEA/BSAMEA/BSAMEA/BSAMEA/BSAMEA/BSA

UL

U419

MEA 81-98-M

UL

U419

MEA 81-98-M

UL

U419

MEA 81-98-M

BSA 354-78-SM

BSA 339-81-SM

BSA 354-78-SM

BSA 354-78-SM

BSA 173-77-SM

BSA 173-77-SM

N/A

METAL RUNNER

METAL RUNNER

CONT. BEAD OF SEALANT (1 BEAD

@ EACH LAYER GWB TYPICAL).

METAL RUNNER

METAL RUNNER

CONT. BEAD OF SEALANT (1 BEAD @

EACH LAYER GWB TYPICAL).

METAL RUNNER

METAL RUNNER

CONT. BEAD OF SEALANT (1 BEAD @

EACH LAYER GWB TYPICAL).

15'-3"

17'-6"

18'-2"

25'-1"

**VENT SHAFTS

*ELEV. CORES

**VENT SHAFTS

*ELEV. CORES

**VENT SHAFTS

*ELEV. CORES

**VENT SHAFTS

*ELEV. CORES

**10'-7" *12'-1"

**12'-2" *13'-11"

**12'-7" *14'-5"

**17'-5" *19'-11"

METAL RUNNER FASTENED

SHIM SPACE

METAL RUNNER

BEADS OF SEALANT

(1 BEAD @ EACH LAYER GWB TYPICAL).

TYPE

BASE

PLAN

HEAD

BASE

PLAN

HEAD

BASE

PLAN

HEAD

BASE

PLAN

HEAD

BASE

PLAN

HEAD HEAD

PLAN

BASE

A10

A14

TYPE

B12

B14

B16

B18

B22

B26

B28

TYPE

C14

C24

TYPE

D04

D10

D12

D24

TYPE

E20

E34

TYPE

F00 3 5/8" 3 5/8"

5/8" 5/8"

5/8" 5/8" 6" 6"

4 7/8"

3 5/8" 5/8" 5/8"

4 7/8"

3 5/8" 5/8" 5/8"

5/8"5/8" 3 5/8"

5/8" 5/8" 3 5/8"

5/8" 5/8"

7 1/4"

5/8" 5/8"

5/8" 5/8"

5 5/8"

5 5/8"

GENERAL NOTES

1. SEE PROJECT SPECIFICATIONS FOR PERFORMANCE

CRITERIA FOR ALL STUD AND MASONRY PARTITIONS. LIMITING

HEIGHTS ARE BASED ON L/240, DEFLECTION TYPICAL.

PARTITION WITH APPLIED TILE OR PLASTER FINISHES ARE TO

BE LIMITED TO L/360 DEFLECTION.

2. PROVIDE U.L. 2709 COMPLIANT DYNAMIC HEAD JOINTS AT ALL

RATED PARTITIONS. SEE TYPICAL PARTITION DETAILS. FOR

FIRE RATED AND NON-RATED PARTITION HEAD DETAILS.

3. INSTALL 16 GA STUDS AT ALL LOCATIONS WHERE BACKING

PLATES ARE INDICATED.

4. INSTALL TILE BACKER BOARD IN LIEU OF GYPSUM WALL

BOARD AT LOCATIONS INDICATED TO RECEIVE WALL TILE.

INSTALL TYPE "X" BACKER BOARD AT RATED PARTITIONS.

5. INSTALL WATER RESISTANT GYPSUM WALL BOARD AT

EXTERIOR WALL FURRING AND ALL SURFACES IN TOILET

ROOMS, JANITORS CLOSETS AND SIMILAR WET AREAS NOT

INDICATED TO RECEIVE WALL TILE.

6. INSTALL TYPE "X" FIRE RATED GWB AT ALL FIRE RATED

PARTITIONS.

7. INSTALL "BLUEBOARD" GYPSUM WALL BOARD AT PARTITIONS

INDICATED TO RECEIVE VENEER PLASTER.

8. SEE FINISH SCHEDULE FOR LOCATIONS TO RECEIVE IMPACT

RESISTANT GYPSUM WALL BOARD.

9. STC RATINGS PROVIDE ONLY A GENERAL INDICATION OF

ACOUSTIC PERFORMANCE UNDER LABORATORY TEST

CONDITIONS. CONSTRUCTION DETAILS DESCRIBED IN THE

DRAWINGS AND SPECIFICATIONS DEFINE THE SPECIFIC

REQUIREMENTS FOR THE WORK.

10. EXTRA LAYER OF GYPSUM WALL BOARD AT ASYMMETRICAL

PARTITIONS IS TO BE INSTALLED ON SIDE OF PARTITION WHICH

TYPE KEY IS SHOWN.

11. SEE ACOUSTICAL REPORT FOR REQUIRED STC RATINGS OF

PARTITIONS.

12. SEE LIFE SAFETY DRAWINGS FOR FIRE RATING

REQUIREMENTS OF PARTITIONS.

UNDERSIDE OF STRUCTURE,SEE NOTE 2 UNDERSIDE OF STRUCTURE,SEE NOTE 2 UNDERSIDE OF STRUCTURE,SEE NOTE 2

MIN.

GAUGE /

MIL.

MIN.

GAUGE /

MIL.

(2) 3 1/2"

(2) 5 1/2"

HEAD SEAL, SEE PARTITION DETAILS HEAD SEAL, SEE PARTITION DETAILS HEAD SEAL, SEE PARTITION DETAILS HEAD SEAL, SEE PARTITION DETAILS

5/8"

16" O.C.

20/33 50

16" O.C.

20/33 53

6"

7 7/8"

6"

8 1/2"

24'-6"

24'-6"

5 1/2"

5 1/2"

OSU

T3240

UL

U419

MEA 81-98-M

B25

B27

5/8" 5/8"

5/8" 5/8"

5/8" 5/8"

NONE

NONE

16" O.C.

5 1/2"

20/33 50

16" O.C.

6 1/8"

20/33 53

16'-5" 3 1/2"

OSU

T3240

17'-3" 3 1/2"

UL

U419

MEA 81-98-M

B15

B17

5/8"5/8" 3 5/8"

5/8" 5/8"

3 5/8" NONE

NONE

VARIES 5/8"

VARIES

N/A 16" O.C.

N/A

NONE

N/A

3 1/2" --24'-1"

20/33

6" E36

VARIES 5/8"

VARIES

N/A 16" O.C.

24'-1"

20/33

3 1/2"

N/A

NONE

N/A

GWB TO 6" ABOVE

CEILING6"

E30

VARIES 5/8"

VARIES

N/A 16" O.C.

N/A

NONE

N/A

3 1/2" --24'-1"

20/33

3 5/8" E26

N/A 16" O.C.16"O.C.

6" 6"

VARIES-24"MAX

24'-6"

20/33 52

NONE

N/A

C20

5/8"5/8"

(2) 5 1/2"

N/A

3 5/8"

16" O.C.

4 7/8"

20/33

NONE NONE

N/A

16'-5"

N/A

GWB TO 6" ABOVE

CEILING

B10

5/8"5/8"

N/A 16" O.C.

7 1/4"

20/33

NONE NONE

N/A

6" 24'-6"

N/A

GWB TO 6" ABOVE

CEILING

B20

5/8" 5/8"

5/8"

N/A

N/A

N/A

N/A

N/A

N/A

GWB ONLY

F00*

0 8' 16' 1/8"=1'-0"

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY - DO NOT REMOVE THIS NOTICE - PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

U.S. General Services Administration Mid-Atlantic Region Public Buildings Service The DOW Building 100 South Independance Mall West Philadelphia, PA 19106-2320

Arch E (36 X 48)

GR

AP

HI

C

SC

AL

E

CO

NT

RA

CT

AR

CH

ITE

CT

/E

NG

IN

EE

R

BU

ILD

IN

G

PR

OJ

EC

T

DR

AW

IN

G

A/E

CONSTRUCT.

PRIME A/E

PRIME A/E

PROJ. MGR.

SUB A/E

SUB A/E

NAME

ADDRESS

BLDG. NO.

ADD'L FACILITY

ADD'L FAC. NO.

TITLE

DESCRIPTION

SUBMISSION

GSA

PROJ. MGR.

PROJ. NO.

DRAWN BY

CKD BY

FILE NAME

FLOOR NO.

TITLE

NUMBER

ADDRESS

ADDRESS

ADDRESS

DATE CKD

DT. DRAWN

SUB. DATE

STATE

CITY

STREET

ZIP CODE

CITY

STREET

CITY

STREET

STATE

STATE

STATECITY

STREET

Zimmerman, G

DISCIPLINE SHEET TYPE SEQUENCE

CAD FILE INFORMATION

KEY PLAN

Ennead Architects, LLP

Sarko, M

320 West 13th Street New York NY

Architect Court Planning Ricci Greene Associates 158 West 27th Street New York, NY 10001

212.563.9154 tel 212.279.1037 fax www.riccigreene.com

ENNEAD ARCHITECTS, LLP

320 West 13th Street New York, NY 10014-1278

212.807.7171 tel 212.807.5917 fax www.ennead.com

Civil / Geotechnical HVAC, Electrical, & Sustainability R.G. Vanderweil Engineers 274 Summer Street Boston, MA 02210

617.423.7423 tel 617.423.7401 fax

Dawood Engineering 2020 Good Hope Road Enola, PA 17025

717.732.8576 tel

Landscape Architecture Plumbing & Fire Protection Thomas Polise Consulting Engineer PC 133 West 19th Street New York, NY 10011

212.645.1002 tel 212.645.3905 fax

Balmori Associates 584 Broadway, Suite 1201 New York, NY 10012

212.431.9191 tel 212.431.8616 fax

Structure & Blast Protection Life Safety Jensen Hughes 3610 Commerce Drive, Suite 817 Baltimore, MD 21227

410.737.8677 tel

Thornton Tomasetti 40 Wall Street New York, NY 10005

212.367.3000 tel 212.497.2374 fax

Structure - Foundations Lighting SBLD Studio 132 West 36th Street, 10th Fl New York, NY 10018

212.391.4230 tel 212.391.4231 fax

Woods - Peacock Halifax Office Park, Suite 420 5250 Cherokee Avenue Alexandria, VA 22312

703.658.4400 tel

Urban Planning Acoustic & Audio Visual Cerami & Associates 404 5th Avenue New York, NY 10018

212.370.1776 tel

Office of Planning and Architecture 234 Liberty Street Harrisburg, PA 17101

717.230.9660 tel 717.230.9664 fax

N 6th Street & Reilly Street Harrisburg

PA

17102

N

1/ 5/

1:

:4

AM

A400

Harrisburg Federal Courthouse

EPGS03P17AZC0008

WALL TYPES & PARTITION DETAILS

12/13/2017Design Development

GS-03-P-17-AZ-C-0014

GS-03-P-17-AZ-C-0008

PA0784ZZ

Harrisburg Federal Courthouse

A-400.dwg

1 1/2" = 1'-0"10 PARTITION TYPES

REVISION NUMBER REVISION DESCRIPTION REVISION DATE

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

GS-03-P-17-AZ-C-0014

GSA CONTRACTS OPS BRANCH - PA NJ & DE SECTION

100 S. INDEPENDENCE MALL WEST

PHILADELPHIA, PA 19106

Construction Manager as Contractor (CMc) Solicitation for the New United States Courthouse in Harrisburg, Pennsylvania

3PQCP

GSA CONTRACTS OPS BRANCH - PA NJ & DE SECTION

100 S. INDEPENDENCE MALL WEST

PHILADELPHIA, PA 19106

3PQCP

Nadya Popil (215) 446-5810

1 25/26/2017

01/17/2018

12:00 PM (EST)

14 Days of GMP Exercise

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

3PQCP

GSA CONTRACTS OPS BRANCH - PA NJ & DE SECTION

100 S. INDEPENDENCE MALL WEST

PHILADELPHIA, PA 19106

Nadya L. Popil