Struct Drawing.pdf

PDF 496 KB Posted Dec 16, 2020

Attached to: Y1DA--Relocate & Upgrade ANGIO Suite Federal contract opportunity
Solicitation number: 36C24221B0010
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal construction contract solicitation and the related opportunity. The solicitation is for Project Number 561-CSI-181 to relocate and upgrade the ANGIO suite at the VA New Jersey Health Care System facility in East Orange, New Jersey. Scope of work includes general construction, structural alterations, asbestos abatement, HVAC, plumbing and electrical work to renovate and prepare areas on the first floor for the new ANGIO suite. The estimated cost range is between $2-5 million and the project completion deadline is 365 calendar days. The solicitation will be released on December 4, 2020 via SAM.gov and responses are due in hard copy per the solicitation instructions. This is a Service-Disabled Veteran Owned Small Business set-aside requiring registration at SAM.gov and VIP.vetbiz.gov to be eligible for award. The contracting agency is the Department of Veterans Affairs Veterans Health Administration VISN 2.

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Other files for this federal contract opportunity

Other files attached to Y1DA--Relocate & Upgrade ANGIO Suite, newest first.
File	Type	Posted
36C24221B0010 0004.docx	DOCX document	Jan 29, 2021
36C24221B0010 0003.docx	DOCX document	Jan 28, 2021
Site Visit Sign-in Sheet.pdf	PDF	Jan 21, 2021
RFI-3_ST9 1ST FLOOR FRAMING (WINGS).pdf	PDF	Jan 21, 2021
RFI-13_A34 LONGITUDINAL SECTION X-X.pdf	PDF	Jan 21, 2021
Rev.1 _ Scope Clarification.pdf	PDF	Jan 21, 2021
RFI-3_A-6 RED CLINIC A-LEVEL.pdf	PDF	Jan 21, 2021
Interior Signage Standard.pdf	PDF	Jan 21, 2021
Physicist Recommendations.pdf	PDF	Jan 21, 2021
36C24221B0010 0002.docx	DOCX document	Jan 21, 2021
Door Hardware Specs.pdf	PDF	Jan 21, 2021
36C24221B0010 0001.docx	DOCX document	Dec 17, 2020
PLUMB Drawing.pdf	PDF	Dec 16, 2020
FP Drawing.pdf	PDF	Dec 16, 2020
ISSUE FOR BID Spec.pdf	PDF	Dec 16, 2020
Arch-Abate Drawing.pdf	PDF	Dec 16, 2020
ELEC Drawing.pdf	PDF	Dec 16, 2020
MECH Drawing.pdf	PDF	Dec 16, 2020
36C24221B0010_1.docx	DOCX document	Dec 16, 2020

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270 271

272 251

232 233

214 215

PLAN - UNISTRUT FRAMING

SS100

SCALE: 1/4"=1'-0"

(E)W16x64

W x

9'-10"

I S

O S

C E

N T

E R

ISOSCENTER

270 271

272 251

232 233

214 215

PLAN - FIRST FLOOR FRAMING

SS100

SCALE: 1/4"=1'-0"

9'-10"

I S

O S

C E

N T

E R

ISOSCENTER

D B

INDICATES

HANGER

LOCATION

P C

2'-4"2'-4"2'-11"

270 271

272 251

232 233

214 215

PLAN - UPPER SUPPORT FRAMING

SS100

SCALE: 1/4"=1'-0"

9'-10"

I S

O S

C E

N T

E R

ISOSCENTER

INDICATES

HANGER

LOCATION

(DOWN)

2'-4"2'-4"2'-11"

NOTES:

1. (E)-INDICATES EXISTING BEAM

2. B.O. STRUT EL. IS 9'-6" A.F.F.

3. (X'-X") B.O. STEEL ELEVATION REFERENCED

FROM B.O. STRUT ELEVATION.

4. D.B.1 INDICATES P1000 DIAGONAL BRACE

5. H.B.1 INDICATES P1000 HORIZONTAL BRACE

D.B.1D.B.1

H.B.1

D.B.1D.B.1

H.B.1

D.B.1D.B.1

H.B.1

D.B.1D.B.1

H.B.1

D.B.1D.B.1

H.B.1

SS100

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS W/ EQUIPMENT MANUFACTURER PRIOR

TO ORDERING OR FABRICATING MATERIALS.

2. REFER TO EQUIPMENT DRAWINGS FOR CONNECTIONS OF WALL MOUNTED EQUIPMENT

AND FLOOR MOUNTED EQUIPMENT.

3. ALL STRUT FRAMING AND ACCESSORIES SHALL BE MANUFACTURED BY "UNI-STRUT

CORPORATION" OR APPROVED EQUAL.

4. ALL BOLTING OF STRUT TO BE MADE WITH

"Ø BOLTS AND P1010 CHANNEL NUTS

UNLESS NOTED OTHERWISE

STEEL

1. ALL PLATE STEEL, CHANNELS AND ANGLES TO BE A.S.T.M. A-36 FY=36KSI.

2. ALL BOLTING SHALL BE ACCOMPLISHED BY USING A.S.T.M. A-325, 3/4 INCH DIAMETER

HIGH-STRENGTH BEARING-TYPE BOLTS WITH HARDENED WASHERS, UNLESS OTHERWISE

NOTED.

3. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS USING TYPE E70XX ELECTRODES

AND SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY.

4. ALL STRUT FRAMING AND ACCESSORIES SHALL BE MANUFACTURED BY "UNISTRUT

CORPORATION" OR APPROVED EQUAL.

(E)W16x50

(E)W16x58

(E)W16x64

(E)W16x58

(E)W16x50

W x

(E)W16x40

(E)W14x43

(E)W16x40

W x

(E)W16x40

(E)W14x38

W x

(E)W16x40

C x

SS100

C x

2'-0"

SS100

TABLE BASE

C-ARM BASE

COORD. W/

MANUF.

(2)-C5x6.7

FIN. FLR. ELEV.

SECTION - TYPICAL CEILING SUPPORT

SCALE: 1"=1'-0"

SS100

B.O. CEILING

ELEV. 9'-6" A.F.F.

P5001 UNISTRUT

EXISTING SLAB

TOPPING SLAB

EXISTING CONCRETE

ENCASED BEAM

P1000 VERTICAL SUPPORT

P2346 TOP & BOT.

P1000 DIAGONAL BRACE

UNISTRUT P1546 CLIP, 1/2" DIA. BOLTS &

CHANNEL NUTS TYP.

P1186

P1026 W/

"Ø HILTI KWICK

BOLT TZ, 3

" EMBED. TOP &

BOT.

FIN. FLR. ELEV.

B.O. CEILING

ELEV. 9'-6" A.F.F.

SECTION - TYPICAL CEILING SUPPORT

SCALE: 1"=1'-0"

SS100

P5001

P1186 W/

"Ø HILTI KWICK

BOLT TZ, 2

" EMBED.

P1000 DIAGONAL BRACE

P1186

P1000

P1000 HORIZONTAL BRACE

P1047 @ EA. END

FIN. FLR. ELEV.

SECTION - TYPICAL FLOOR SUPPORT

SCALE: 1"=1'-0"

SS100

EXISTING SLAB

TOPPING SLAB

EXISTING CONCRETE

ENCASED BEAM

L3"x3"x

"x0'-6" W/

"Ø HILTI

KWICK BOLT TZ, 3

" EMBED.

FLOOR PLATE

"x3"x3" ⅊ WASHER

SHIM AS REQ'D TO PROVIDE

BEARING

M20 THROUGH BOLTS

WT4x15.5 W/ (2)-

"Ø HILTI KWIK

BOLT TZ, 4

" EMBED., 5" BOLT

GAGE

"x1'-8"x2'-4" PLATE. PROVIDE

HOLES TO MATCH EQUIPMENT

MOUNTING PLATE ABOVE

USE EPOXY ANCHORS PER EQUIPMENT

MANUF. REQUIREMENTS WHERE BOLTS

ARE NOT OVER PLATE

THROUGH BOLTS TO

PLATE BELOW

IF BOLTS OCCUR OVER BEAM FLANGE

REMOVE CONCRETE AS REQ'D TO WELD

THREADED STUD TO BEAM FLANGE

SECTION - TYPICAL FLOOR SUPPORT

SCALE: 1"=1'-0"

SS100

FIN. FLR. ELEV.

"x1'-8"x2'-4" PLATE. PROVIDE

HOLES TO MATCH EQUIPMENT

MOUNTING PLATE ABOVE

OPENING FOR ELECTRICAL CONDUIT

SEE PLAN FOR BEAM SIZE

TOPPING SLAB

THROUGH BOLTS TO

PLATE BELOW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

ISSUED FOR BID

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architectural Design Consultant:

Project Director

9 OCT 2020Revisions: Date:

561-CSI-181

386 TREMONT AVENUE, EAST ORANGE, NJ

RELOCATE & RENOVATE ANGIO SUITE

1ST FLOOR

THINKFORM DESIGN ARCHITECT LLC

38 EAST BROAD STREET

HOPEWELL, NJ 08525

T:855.821.0274 F:609.644.4397

MICHAEL AVRAMIDES ARCHITECT

319 E 50TH STREET, STUDIO E

NEW YORK, NY 10022

T:917.855.8111 Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

ENGINEERING LLP

FE PROJECT NO: 20-282

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735 www.fellp.com

CONSULTANT CONSULTANT

70 South Franklin Street, Wilkes-Barre, PA 18701

570 | 824-6340 info@edpons.com edpons.com

1-SS100

STRUCTURAL FLOOR PLAN

AutoCAD SHX Text

VINCENT A. GRIFFIN, P.E.

AutoCAD SHX Text

NJ PROFESSIONAL ENGINEER NO. GE55470

Sheets and Views

SS100

	E.D. Pons Associates, P.C.
2020-10-09T09:20:03-0400
Vincent A Griffin
I am approving this document

File details come from the government source that posted it. Updated Dec 16, 2020.