17) Drawing Specifications 578-21-028.pdf

PDF 1 MB Posted Jul 19, 2021

Attached to: Z1DA--578-21-028 Replace Building 48 Roof System (VA-21-00077419)
Solicitation number: 36C25221B0025
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

About this file

Written by GovTribe AI · Dec 28, 2023

This document package contains drawings and specifications for replacing the roof system on Building 48 at the Edward Hines Jr. VA Medical Center in Hines, Illinois. The project involves removing the existing coal tar roof assembly and skylights, replacing scuppers, and installing a new roof assembly. Key requirements include a 120-day period of performance, pre-bid conference details in the forthcoming solicitation, and NAICS code 238160 for roofing contractors with a $16.5 million size standard. The solicitation will be posted on July 16th with a bid opening on August 17th. The award value is estimated between $500,000 and $1 million. The set-aside is for Service-Disabled Veteran-Owned Small Businesses. Drawings include site plans, demolition plans, installation plans, and roof details.

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Other files

File	Type	Posted
36C25221B0025 0003.docx	DOCX document	Aug 17, 2021
S06 - Att 01 - Wage Determination 08_13_2021.pdf	PDF	Aug 17, 2021
36C25221B0025 0002.docx	DOCX document	Aug 11, 2021
S06 - Att 02 - 22 14 00.pdf	PDF	Aug 11, 2021
S06 - Att 01 - Wage Determination 07_30_2021.pdf	PDF	Aug 11, 2021
S06 - Att 01 - STC-028211.pdf	PDF	Jul 30, 2021
S06 - Att 03 - BLDG 48 REEVALUATION 2010.pdf	PDF	Jul 30, 2021
36C25221B0025 0001.docx	DOCX document	Jul 30, 2021
S06 - Att 02 - Inspection Summary Report Bldg 48 - 2010.pdf	PDF	Jul 30, 2021
14) No Smoking Policy 10-1-19.pdf	PDF	Jul 19, 2021
16) Hines COVID-19 Guidelines.pdf	PDF	Jul 19, 2021
1) Hines VA Campus Site Plan.pdf	PDF	Jul 19, 2021
SOW 578-21-028 Replace Building 48 Roof System.pdf	PDF	Jul 19, 2021
11) Contractor Parking.pdf	PDF	Jul 19, 2021
4) Safety and Health During Construction Activities.pdf	PDF	Jul 19, 2021
10) Contractor PIV Instructions and Form.pdf	PDF	Jul 19, 2021
6) Above Ceiling Entry and Wall Construction Permits.pdf	PDF	Jul 19, 2021
15) Infection Control Barrier Sample.pdf	PDF	Jul 19, 2021
P07 Wage Determination.txt	TXT text file	Jul 19, 2021
Wage Determination 7-14-2021.pdf	PDF	Jul 19, 2021
12) OIT Horizontal Cable Requirements.pdf	PDF	Jul 19, 2021
36C25221B0025.docx	DOCX document	Jul 19, 2021
3) Pre-Construction Checklist.pdf	PDF	Jul 19, 2021
2) Hines Underground Utility Plan.pdf	PDF	Jul 19, 2021
13) Specifications Book.pdf	PDF	Jul 19, 2021
18) Pre-Existing Site Photos.pdf	PDF	Jul 19, 2021
8) Interim Life Safety Measures (ILSM).pdf	PDF	Jul 19, 2021
5) Cutting Welding and Other Hot Work.pdf	PDF	Jul 19, 2021
7) Pre-Construction Risk Assessment (PCRA).pdf	PDF	Jul 19, 2021
9) Infection Control Risk Assessment (ICRA).pdf	PDF	Jul 19, 2021

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Scale: 1/8"=1'-0"

U.S. Department of Veterans Affairs

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WEST 'G' STREET

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TO EDWARD HINES JR. VA MEDICAL CENTER

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FREEDOM'S PATH HOUSING

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REPLACE BUILDING 48

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ROOF SYSTEM

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SITE PLAN

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LAURICELLA

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PROJECT PLANNING

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AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE PRIOR TO FABRICATION. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE PRIOR TO FABRICATION. 2. S.O.W. AND SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT S.O.W. AND SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS, IN CASES OF DISCREPANCIES BETWEEN THE THREE, THE SOW SHALL GOVERN, FOLLOWED BY THE SPECIFICATIONS AND THEN THE DRAWINGS. 3. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 4. EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED ON THE DRAWINGS EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED ON THE DRAWINGS ARE PROVIDED FOR INFORMATION ONLY AND SHALL BE FIELD VERIFIED PRIOR TO THE START OF WORK. SUBMIT CONDITIONS THAT DIFFER FROM THAT INDICATED ON THE CONTRACT DOCUMENTS FOR REVIEW BY THE C.O.R. PRIOR TO THE START OF WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE WORK ON THE SITE. 6. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO THE DEMOLITION AND CONSTRUCTION OPERATIONS, AND WHERE EXISTING ELEMENTS ARE REMOVED, DAMAGED OR OTHERWISE AFFECTED BY THE NEW WORK, THEY ARE TO BE REPAIRED, REPLACED OR EXTENDED AS REQUIRED TO PROVIDE A COMPLETE OPERATIONAL SYSTEM. 7. DETAILS ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPES OF DETAILING DETAILS ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPES OF DETAILING REQUIRED FOR THE WORK. 8. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED, WHERE SPECIFIC DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED, WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE COR. 9. ALL DISSIMILAR METALS ARE TO BE EFFECTIVELY ISOLATED FROM EACH OTHER TO ALL DISSIMILAR METALS ARE TO BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR BREAKDOWN. 10. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WAS GRASS AT THE START ALL AREAS DISTURBED DURING CONSTRUCTION THAT WAS GRASS AT THE START OF CONSTRUCTION SHALL HAVE NEW SOD INSTALLED.

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SITE PLAN

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AREA OF WORK

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CANOPY TO COVER ENTRYWAY

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Scale: 1/8"=1'-0" of Veterans Affairs

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VA FORM 08-6231

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REPLACE BUILDING 48

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ROOF SYSTEM

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LAURICELLA

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ROOF DEMOLITION PLAN

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DEMOLISH COAL TAR ROOF ASSEMBLY DOWN TO DECK (TYP)

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REMOVE AND REPLACE EXISTING SCUPPERS

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DEMOLISH COAL TAR ROOF ASSEMBLY DOWN TO DECK (TYP)

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REMOVE AND REPLACE EXISTING SCUPPERS

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REMOVE EXISTING SKYLIGHT AND CURB.

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REMOVE COPING STONES AND FLASHING

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REMOVE COPING STONES AND FLASHING

DEMOLISH COAL TAR ROOF ASSEMBLY DOWN TO DECK (TYP)

of Veterans Affairs

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REPLACE BUILDING 48

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ROOF SYSTEM

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INSTALLATION PLANS

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LAURICELLA

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ROOF INSTALL PLAN

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AutoCAD SHX Text INSTALL NEW HOT RUBBERIZED ASPHALT ROOF ASSEMBLY, FLASHING, AND RE-INSTALL COPING STONES ALONG PERIMETER.

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FACTORY-APPLIED

FOAM GASKET

AT UNDERSIDE

OF ROOF CLIP

KINGSEAM ROOF PANEL

(SR) CLIP W/

" Ø TEK

FASTENERS W/O WASHER

PER PANEL AT EACH

SECONDARY SUPPORT

NOTE: DO NOT OVER-DRIVE FASTENERS. IF THE

METAL AT THE EDGE OF THE PANEL IS

DEFORMED OUT OF PLANE, THE ADJACENT

PANEL WILL BE DIFFICULT TO ENGAGE AND WILL

NOT SEAM. AFTER SR CLIP HAS BEEN INSTALLED

IN PLACE OVER MALE LEG OF STANDING SEAM

PANEL, PRE-CRIMP USING

" HAND CRIMPING

TOOL.

ROOF INSTALLATION DIRECTION

CONTINUOUS

BUTYL SEALANT

IN FEMALE JOINT

FIELD-APPLIED

" BEAD

OF BUTYL SEALANT ON

UNDERSIDE OF PANEL

CLIP

FIELD-APPLIED

" BEAD

OF NON-SKINNING BUTYL

SEALANT

" x 2" TEK _ FASTENERS

W/O WASHER PER CLIP

(CONTACT KINGSPAN TECHNICAL SERVICES FOR

PROJECT SPECIFIC FASTENING REQUIREMENTS)

U.S. Department of Veterans Affairs

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COLD FORMED METAL FRAMING MINIMUM 12" DEEP 16 GAGE JOIST 12" OC

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5" THICK 40" WIDE FOAM METAL PANEL VERTICAL ORIENTATION

AutoCAD SHX Text 20 GA PAINTED GALV SHEET METAL PROVIDE WEEP AT BOTTOM OF PANEL. HEM EDGES AND EXTEND A MINIMUM OF 1" BELOW TOP OF ROOFING INSULATION

AutoCAD SHX Text 2 LAYERS 3" THICK EXTRUDED POLYSTYRENE PANELS WITH 1" FACTORY APPLIED CONCRETE FACING. INSULATION TO COME WITH DRAINAGE CHANNELS. TOTAL 6"

AutoCAD SHX Text 215 MIL HOT RUBBERIZED ASPHALT MEMBRANE WITH FABRIC REINFORCING AND 60 MIL MODIFIED BITUMINOUS PROTECTION COURSE

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60 MIL UNCURED NEOPRENE FLASHING WITH CONT TERMINATION BAR

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12" EXTERIOR GRADE PLYWOOD OVER 1" EXTRUDED POLYSTYRENE INSULATION

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CLOSED CELL SPRAY FOAM A MINIMUM OF 2" THICK

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COLD FORMED METAL FRAMING 6", 16 GAGE METAL STUDS 12" OC MINIMUM

AutoCAD SHX Text 5" THICK 40" WIDE FOAM METAL PANEL ROOF PANEL WITH RIBS. SLOPE TOP OF PANEL " PER 1'-0"12" PER 1'-0"

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20 GA PAINTED GALV SHEET METAL. HEM EDGES

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CLOSED CELL FOAM CLOSURE

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MANUFACTURERS METAL PANEL CLIP

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CONT SEALANT BEADS (TYP)

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CLOSURE PANEL

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COLD FORMED SUB-GIRT

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COLD FORMED METAL FRAMING MINIMUM 12" DEEP 16 GAGE JOIST 12" OC

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5" THICK 40" WIDE FOAM METAL PANEL VERTICAL ORIENTATION

AutoCAD SHX Text 20 GA PAINTED GALV SHEET METAL PROVIDE WEEP AT BOTTOM OF PANEL. HEM EDGES AND EXTEND A MINIMUM OF 1" BELOW TOP OF ROOFING INSULATION

AutoCAD SHX Text 2 LAYERS 3" THICK EXTRUDED POLYSTYRENE PANELS WITH 1" FACTORY APPLIED CONCRETE FACING. INSULATION TO COME WITH DRAINAGE CHANNELS. TOTAL 6" THICK

AutoCAD SHX Text 215 MIL HOT RUBBERIZED ASPHALT MEMBRANE WITH FABRIC REINFORCING AND 60 MIL PROTECTION COURSE

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60 MIL UNCURED NEOPRENE FLASHING WITH CONT TERMINATION BAR

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12" EXTERIOR GRADE PLYWOOD OVER 1" EXTRUDED POLYSTYRENE INSULATION

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CLOSED CELL SPRAY FOAM A MINIMUM OF 2" THICK

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COLD FORMED METAL FRAMING 6", 16 GAGE METAL STUDS 12" OC MINIMUM

AutoCAD SHX Text 5" THICK 40" WIDE FOAM METAL PANEL ROOF PANEL WITH RIBS. SLOPE TOP OF PANEL " PER 1'-0"12" PER 1'-0"

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20 GA PAINTED GALV SHEET METAL. HEM EDGES

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CLOSED CELL FOAM CLOSURE

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MANUFACTURERS METAL PANEL CLIP

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CONT SEALANT BEADS (TYP)

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60 MIL UNCURED NEOPRENE FLASHING

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CONT 2 PIECE STAINLESS STEEL COUNTER FLASHING

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AutoCAD SHX Text NOTES: 1. REINFORCEMENT SHALL BE ONE SHEET OF 60 MIL UNCURED NEOPRENE EXTENDING A MINIMUM OF 6" REINFORCEMENT SHALL BE ONE SHEET OF 60 MIL UNCURED NEOPRENE EXTENDING A MINIMUM OF 6" BEYOND THE DRAIN FLANGE ON ALL SIDES AND SECURED IN CLAMPING RING AT DRAIN. 2. ALL DRAINS ARE REQUIRED TO HAVE FLASHING CLAMPING RING ASSEMBLIES. IF EXISTING DRAINS DO ALL DRAINS ARE REQUIRED TO HAVE FLASHING CLAMPING RING ASSEMBLIES. IF EXISTING DRAINS DO NOT HAVE CLAMPING RING THE CONTRACTOR SHALL SUPPLY A NEW CAST IRON CLAMPING RING AND CAST IRON DOME. 3. PROTECTION LAYER SHALL STOP A MIN. OF 4" AWAY FROM THE DRAIN.PROTECTION LAYER SHALL STOP A MIN. OF 4" AWAY FROM THE DRAIN.

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MIN.

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AutoCAD SHX Text NOTES: 1. PENETRATION MUST BE PROPERLY SECURED TO STRUCTURE TO PREVENT VERTICAL OR LATERAL PENETRATION MUST BE PROPERLY SECURED TO STRUCTURE TO PREVENT VERTICAL OR LATERAL MOVEMENT. EXPOSED DECK CLAMPS ARE NOT APPROPRIATE. 2. ALL PIPE MATERIALS (PVC, COPPER, BRASS) REQUIRE ROUGHENING/SANDING, IN ADDITION TO WIPING ALL PIPE MATERIALS (PVC, COPPER, BRASS) REQUIRE ROUGHENING/SANDING, IN ADDITION TO WIPING W/SURFACE CONDITIONER FOR PROPER ADHESION OF ROOF MEMBRANE. METAL PIPES MUST BE FREE OF ALL OIL AND RUST. 3. IN COVERED/BURIED CONDITIONS, THE FLASHING DETAIL SHOULD EXTENDED AS HIGH AS POSSIBLE. IN COVERED/BURIED CONDITIONS, THE FLASHING DETAIL SHOULD EXTENDED AS HIGH AS POSSIBLE. FLASHING MUST BE TERMINATED AT OVERBURDEN LEVEL AND NO LESS THAN 8" ABOVE SUBSTRATE.

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AutoCAD SHX Text NOTES: 1. ONE PIECE METAL SLEEVE WITH WELDED SEEMS TO MAINTAIN A WATERTIGHT DETAIL ONE PIECE METAL SLEEVE WITH WELDED SEEMS TO MAINTAIN A WATERTIGHT DETAIL INSIDE THE SCUPPER. 2. METAL SUBSTRATES REQUIRE ROUGHENING/SANDING AND MUST BE FREE OF OIL METAL SUBSTRATES REQUIRE ROUGHENING/SANDING AND MUST BE FREE OF OIL AND RUST IN ADDITION TO WIPING W/SURFACE CONDITIONER FOR PROPER ADHESION ROOF MEMBRANE. 3. SPLICE TAPE SHOULD BE USED AT EXPOSED LAPS OF CONSECUTIVE PIECES OF SPLICE TAPE SHOULD BE USED AT EXPOSED LAPS OF CONSECUTIVE PIECES OF UNCURED NEOPRENE

AutoCAD SHX Text 215 MIL HOT RUBBERIZED ASPHALT MEMBRANE WITH FABRIC REINFORCING AND 60 MIL MODIFIED BITUMINOUS PROTECTION COURSE

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60 MIL UNCURED NEOPRENE FLASHING WITH CONT TERMINATION BAR

AutoCAD SHX Text 2 LAYERS 3" THICK EXTRUDED POLYSTYRENE PANELS WITH 1" FACTORY APPLIED CONCRETE FACING. INSULATION TO COME WITH DRAINAGE CHANNELS. TOTAL 6" THICK

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60 MIL UNCURED NEOPRENE FLASHING

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EXISTING COPING STONE REMOVE AND REINSTALL OVER NEW ROOF MEMBRANE

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60 MIL UNCURED NEOPRENE FLASHING

AutoCAD SHX Text 215 MIL HOT RUBBERIZED ASPHALT MEMBRANE WITH FABRIC REINFORCING AND 60 MIL MODIFIED BITUMINOUS PROTECTION COURSE

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60 MIL UNCURED NEOPRENE FLASHING

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EXISTING COPING STONE REMOVE AND REINSTALL OVER NEW ROOF MEMBRANE

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18 GAGE STAINLESS STEEL SHEET METAL SCUPPER AND CLIPS

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MIN.

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BEYOND CURB DECK FLANGE

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60 MIL UNCURED NEOPRENE FLASHING

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REINSTALL EXISTING EQUIPMENT AND FLASHING

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CONT TERMINATION BAR

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 578-21-028

AutoCAD SHX Text

AutoCAD SHX Text Edward Hines VISN 12

AutoCAD SHX Text Hines

AutoCAD SHX Text

REPLACE BUILDING 48

AutoCAD SHX Text

ROOF SYSTEM

AutoCAD SHX Text

ROOF DETAIL

AutoCAD SHX Text A-102

AutoCAD SHX Text

LAURICELLA

AutoCAD SHX Text

AutoCAD SHX Text 12/10/20

AutoCAD SHX Text

PROJECT PLANNING

AutoCAD SHX Text

ROOF PANEL INSTALL DETAIL

AutoCAD SHX Text 1"=4'-0"

AutoCAD SHX Text

ROOF/WALL DETAIL

AutoCAD SHX Text 1"=4'-0"

AutoCAD SHX Text

SKYLIGHT PANEL DETAIL

AutoCAD SHX Text 1"=4'-0"

AutoCAD SHX Text

DRAIN DETAIL

AutoCAD SHX Text 1"=4'-0"

AutoCAD SHX Text

PIPE DETAIL

AutoCAD SHX Text 1"=4'-0"

AutoCAD SHX Text

COPING STONE DETAIL

AutoCAD SHX Text 1"=4'-0"

AutoCAD SHX Text

SCUPPER DETAIL

AutoCAD SHX Text 1"=4'-0"

AutoCAD SHX Text

CURB DETAIL

AutoCAD SHX Text 1"=4'-0"

Sheets and Views

HN-048-ROOF-1 SITE PLAN

HN-048-ROOF-2 DEMO

HN-048-ROOF-3 INSTALL

HN-048-ROOF-4 DETAIL

File details come from the government source that posted it. Updated Jul 19, 2021.