Attachment 2 - 561A4-26-501 Replace Roof Building 143 Drawings.pdf
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- Solicitation number
- 36C24226R0071
About this file
This document contains architectural construction drawings for a roof replacement project at Building 143 of the VA Lyons Campus (V.A.M.C.) in New Jersey, prepared as a 35% submittal by the Architect/Engineer of Record. The project, identified as 561A4-22-106, is overseen by the U.S. Department of Veterans Affairs Office of Construction and Facilities Management.
The scope of work includes removal of existing roofing shingle materials and underlayment across the entire roof expanse, followed by visual inspection of roof deck sheathing for defects or moisture intrusion. New roofing installation requirements include 30-year architectural roof shingles over 15-pound roofing felt underlayment for pitched roof areas, replacement of low-slope roof areas with EPDM roof membrane over six inches minimum rigid insulation substrate with tapered and crickett details for proper drainage, installation of continuous ridge ventilation providing 14.8 square inches minimum of net free-air ventilation per linear foot, and installation of new eight-inch main roof drain and six-inch raised backup roof drain with associated drainage piping. Additional work includes replacement of existing metal gutters, installation of new prefinished aluminum downspouts and leader boxes, inspection and replacement of metal gutter segments as needed, installation of preformed metal thru-wall scuppers with overflow conductor heads, installation of prefinished metal dual rail roof-mounted snow guards, inspection of existing glass roof structures for damage and weather intrusion, and temporary relocation of operational mechanical, plumbing, and electrical equipment during construction. General contractor responsibilities include shutting off all operational equipment and supply lines prior to work commencement, coordinating with associated trades and building management, and preparing clean, dry roof surfaces free of loose substrate materials, membranes, and adhesives before new assembly installation.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C24226R0071 0002.docx | DOCX document | |
| 36C24226R0071 0001.docx | DOCX document | |
| 36C24226R0071_1.docx | DOCX document | |
| Attachment 1 - Wage Determination No. NJ20260042.docx | DOCX document | |
| Attachment 3 - 001121 Specification - Design-Build 561A4-26-501 Replace Roof B143.docx | DOCX document |
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Text version
ROOF PLAN GENERAL NOTES
1. CONTRACTOR TO SHUT-OFF ALL OPERTATIONAL MECHANICAL OR
PLUMBING EQUIPMENT AND SUPPLY LINES PRIOR TO COMMENCEMENT OF
STRIPPING OF ROOFING MATERIALS. COORDINATE WITH ALL ASSOCIATED
TRADES AS WELL AS BUILDING MANAGEMENT.
2. CONTRACTOR TO TEMPORARILY RELOCATE ALL CONTINUING OPEATION
ROOF MOUNTED MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT WHICH
WILL BE AFFECTED AT ROOF OPERATIONAL LEVELS. ALL CONNECTION LINES
NOT INTENDED TO REMAIN SHALL BE SAFELY TERIMINATED OR TEMPORARILY
CAPPED DURING ROOFING WORK.
3. CONTRACTOR TO STRIP ALL ROOF ASSEMBLY MATERIALS DOWN TO
CONCRETE ROOF DECK SLAB AND/OR TO ROOF WALL FINISHED SURFACES.
SEE LAYOUT FOR DETAILS.
4. ENSURE NO LOOSE OLD SUBSTRATE MATERIAL, MEMBRANES, OR ROOFING
ADHESIVES REMAINS ON ROOF DECK CONCRETE SLAB OR ROOF WALLS, FOR
FLAT, SMOOTH SURFACES THROUGHOUT.
5. REPAIR ALL ROOF DECK AND ROOF WALL PENETRATIONS AS NEEDED IN
ORDER TO INSTALL NEW WORK.
6. PREPARE A CLEAN, DRY ROOF DECK AND ROOF WALL SURFACES FOR
INSTALLATION OF NEW ROOFING ASSEMBLIES.
AE162
R2
R3
E4
E5
1/4 12 1/4±
(f.v.)
12 1/4±
(f.v.)
1/4
1/6± (f.v.)
1/6± (f.v.)
1/6± (f.v.)
1/4
1/4
1/4 12
1/4
1/6± (f.v.)
1/6± (f.v.)
121/4± (f.v.)
12 1/4± (f.v.)
121/4± (f.v.)
1/6± (f.v.)
1/6± (f.v.)
1/6± (f.v.)
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
AE162
D S
D S
D S
D S
D S
D S
D S
DS DS
DS DS DS DS
D S
E2
E1
R1
R1
R1
R1
E2
E1
E2
E1
R1
R1
R1 D
S
E2
E1R6
R11
D S
D S
DS DS
DS DS
D S
D S
D S
D S
D S
D S
D S
DSDS
D S
D S
D S
DSDS
R6
R5
R6
R11R4
AE162
BLDG 143
ROOF SCOPE KEYNOTES
REMOVE EXISTING ROOFING SHINGLE MATERIALS OVER ENTIRETY OF ROOF EXPANSE.
E1
REMOVE ANY ROOFING UNDERLAYMENT PAPER AND MEMBRANES OVER ENTIRETY OF ROOF EXPANSE.
VISUALLY INSPECT ROOF DECK SHEATHING FOR DEFECTS OR MOISTURE INTRUSION.E2
30 YEAR ARCHITECTURAL ROOF SHINGLES OVER 15# ROOFING FELT UNDERLAYMENT THROUGHOUT.
R1
REPLACE EXISTING ROOFING MATERIALS AT LOW-SLOPE ROOF AREAS WITH NEW EPDM ROOF MEMBRANE OVER 6" MIN RIGID INSULATION SUBSTRATE TAPERED AND CRICKETED TO EXISTING DRAINING LOCATIONS.
EXISTING METAL GUTTERS RECESSED AT ROOF PLANE BEHIND EDGE FASCIA. VISUALLY INSPECT GUTTER MATERIALS FOR DAMAGERS, EXCESSIVE WEAR AND REPLACE AND RE-SEAM SEGMENTS AS NEEDED.
REPLACE EXISTING METAL DOWNSPOUTS AND DECORATIVE LEADER BOX WITH NEW PREFINISHED ALUMINUM
DOWNSPOUTS AND LEADER BOXES. SEE ELEVATIONS.
CONTINUOUS RIDGE VENT, INSTALL PER MANUFACTURER INSTRUCTIONS.
TO PROVIDE 14.8 SQ IN MIN OF NET FREE-AIR VENTILATION PER LINEAR FT.
RIGID INSULATION BOARD AHDERED TO EXISTING ROOF CONCRETE SLAB OR SUBSTRATE. BOARDS TAPERED
AND CUT AS INDICATED TO SHED RAINWATER TO ROOF DRAINAGE.
PREFORMED METAL THRU-WALL SCUPPER WITH OVERFLOW CONDUCTOR HEAD. SEE ELEVATIONS.
E3
E4
E5
R2
R3
R4
R5
R6
R7
R8
TEMPORARILY RELOCATE EXISTING OPERATIONAL MECHANICAL OR PLUMBING EQUIPMENT AS NEEDED
EXISTING ROOFING REMOVAL AND INSPECTION
NEW ROOFING ASSEMBLY INSTALLATIONS
EXISTING GLASS ROOF STRUCTURE. VISUALLY INSPECT FOR DAMAGES, WEAR, AND WEATHER INTRUSION.R9
NEW 8" MAIN ROOF DRAIN AND LEADER CONNECTS TO EXISTING DRAINAGE PIPE IN ROOF CAVITY.
NEW 6" RAISED BACKUP ROOF DRAIN AND NEW DRAIN PIPE IN ROOF CAVITY TERMINATES AT WALL FASCIA.
REMOVE EXISTING EPDM ROOFING OVER ENTIRETY OF ROOF EXPANSE.
CLEAN STRUCTURAL ROOF DECK OF ALL DEMOLITION DEBRIS AND PREPARE FOR NEW SUBSTRATE.
VISUALLY INSPECT GUTTER MATERIALS FOR DAMAGERS, EXCESSIVE WEAR AND REPLACE AND RE-SEAM
SEGMENTS AS NEEDED.
R10
PREFINISHED METAL DUAL RAIL ROOF-MOUNTED SNOW GUARDR11
TRUE
NORTH
PLAN
NORTH
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
Date:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
590 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMP
STE. 200
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
35% SUBMITTAL
SS DA
REPLACE ROOFS AT VA LYONS CAMPUS 561A4-22-106
V.A.M.C., NEW JERSEY
01-22-2024
BUILDING 143 ROOF PLAN - EXISTING CONDITIONS AND NEW
SCOPE PLANS
AE161
1/16" = 1'-0"AE161
1 ROOF VIEW PLAN - BLDG 143
SCALE:
0' 8' 16' 32' 48'
1/16" = 1' - 0"
1st Floor Level (Bldg 143) - 291.0'
2nd Floor Level (Bldg 143) - 305.17''
9'
0"
3rd Floor Level (Bldg 143) - 319.17''
Roof Bearing Level (Bldg 143) - 328.17''
2 5 2 4
3 3
44 5
NOTE: BUILDING FACADE ELEMENTS NOT NOTED
INTENDED FOR CONCEPTUAL REPRESENTATION
OF EXISTING CONDITIONS ONLY.
1st Floor Level (Bldg 143) - 291.0'
2nd Floor Level (Bldg 143) - 305.17''
3rd Floor Level (Bldg 143) - 319.17''
Roof Bearing Level (Bldg 143) - 328.17''
9'
0"
5 4
22 4
6 56
BLDG 143
ELEVATION KEYNOTES
(NOT USED)
NEW 30 YEAR ARCHITECTURAL ROOF SHINGLES
REPLACE EXISTING METAL DOWNSPOUTS AND DECORATIVE LEADER BOX WITH NEW PREFINISHED ALUMINUM DOWNSPOUTS AND LEADER BOXES. FIELD VERIFY EXISTING LOCATIONS. MATCH PREVIOUS METAL COLOR FINISH.
REPLACE EXISTING METAL GUTTER AS NEEDED DEPENDING ON CURRENT MATERIAL SURFACE QUALITY.
CONTINUOUS RIDGE VENT, INSTALL PER MANUFACTURER INSTRUCTIONS.
TO PROVIDE 14.8 SQ IN MIN OF NET FREE-AIR VENTILATION PER LINEAR FT.
PREFINISHED METAL DUAL RAIL ROOF-MOUNTED SNOW GUARD
REPLACE EXISTING WALL MOUNTED METAL ROOF DRAIN LEADER DOWNSPOUTS WITH NEW PREFINISHED ALUMINUM
ROOF DRAIN LEADER AND INTEGRATED OVERFLOW CONDUCTOR HEADAND AND DOWNSPOUTS.
FIELD VERIFY EXISTING LOCATIONS. MATCH PREVIOUS METAL COLOR FINISH.
7 REPLACE EXISTING METAL DOWNSPOUTS WITH NEW PREFINISHED ALUMINUM DOWNSPOUTS, 3"X4" TYPICAL.
FIELD VERIFY EXISTING LOCATIONS. MATCH PREVIOUS METAL COLOR FINISH.
1st Floor Level (Bldg 143) - 291.0'
2nd Floor Level (Bldg 143) - 305.17''
3rd Floor Level (Bldg 143) - 319.17''
Roof Bearing Level (Bldg 143) - 328.17''
9'
0"
VA FORM 08-6231
1 2 3 4 5 6 7 8 9
Date:
Drawing Title:
Approved Project Director
Project Title:
1 2 3 4 5 6 7 8 9
590 MEANS ST NW
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMP
STE. 200
ATLANTA, GA 30318
ARCHITECT/ENGINEER OF RECORDCONSULTANT
A
B
C
D
E
F
U.S. Department of Veterans Affairs
Office of Construction and
Facilities Management
Drawn
35% SUBMITTAL
SS DA
REPLACE ROOFS AT VA LYONS CAMPUS 561A4-22-106
V.A.M.C., NEW JERSEY
01-22-2024
BUILDING 143 ROOF PLAN AND EXTERIOR ELEVATIONS -
EXISTING CONDITIONS AND NEW SCOPE PLANS
AE162
1/16" = 1'-0"AE162
1 BLDG 143 - FRONT ELEVATION (SOUTH)
1/16" = 1'-0"AE162
2 BLDG 143 - SIDE ELEVATION (WEST), EAST SIDE ELEVATION MIRRORED
SITE KEY PLAN
1/16" = 1'-0"AE162
4 BLDG 143 - REAR ELEVATION (NORTH)
SCALE:
0' 8' 16' 32' 48'
1/16" = 1' - 0"
| Sheets |
| AE101 - BUILDING 19, 25, AND 26 ROOF PLAN. EXISTING CONDITIONS AND NEW SCOPE PLANS |
| AE111 - BUILDING 19 EXTERIOR ELEVATIONS - EXISTING CONDITIONS AND NEW SCOPE |
| AE121 - BUILDING 25 EXTERIOR ELEVATIONS - EXISTING CONDITIONS AND NEW SCOPE |
| AE131 - BUILDING 26 EXTERIOR ELEVATIONS - EXISTING CONDITIONS AND NEW SCOPE |
| AE141 - BUILDING 53 ROOF PLAN - EXISTING CONDITIONS AND NEW SCOPE PLANS |
| AE142 - BUILDING 53 - EXTERIOR ELEVATIONS - EXISTING CONDITIONS AND NEW SCOPE |
| AE151 - BUILDING 54 ROOF PLAN - EXISTING CONDITIONS AND NEW SCOPE PLANS |
| AE152 - BUILDING 54 EXTERIOR ELEVATIONS - EXISTING CONDITIONS AND NEW SCOPE |
| AE161 - BUILDING 143 ROOF PLAN - EXISTING CONDITIONS AND NEW SCOPE PLANS |
| AE162 - BUILDING 143 ROOF PLAN AND EXTERIOR ELEVATIONS - EXISTING CONDITIONS AND NEW SCOPE PLANS |
| AE171 - BUILDING 14 ROOF PLAN - EXISTING CONDITIONS AND NEW SCOPE |
| AE172 - BUILDING 14 EXTERIOR ELEVATIONS - EXISTING CONDITIONS AND NEW SCOPE |
| AE181 - BUILDING 141 ROOF AND ELEVATION VIEWS - EXISTING CONDITIONS AND NEW SCOPE |
| AE191 - BUILDING 13 ROOF PLAN - EXISTING CONDITIONS AND NEW SCOPE PLAN |
| AE192 - BUILDING 13 EXTERIOR ELEVATIONS - EXISTING CONDITIONS AND NEW SCOPE |
| AE201 - BUILDING 135 ROOF PLAN - EXISTING CONDITIONS AND NEW SCOPE PLANS |
| AE202 - BUILDING 135 EXTERIOR ELEVATIONS - EXISTING CONDITIONS AND NEW SCOPE |
| AE501 - WALL SECTIONS AND ENLARGED DETAILS |
| AS101 - PROJECT SITE PLAN |
| GI000 - COVER SHEET |
| GI002 - NOTES, ABBREVIATIONS AND LEGENDS |
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