Drawing - Plan and Keynotes.pdf
PDF 218 KB Posted
- Attached to
- B571 Nautilus Museum Partial Roof Replacement
- Solicitation number
- N40085-22-B-2500
About this file
This document contains a federal solicitation and related drawings for a partial roof replacement project. The solicitation is for a firm-fixed price contract to furnish all labor, materials, equipment and services necessary to fully replace one roof section and repair other areas of an existing roof at the Nautilus Museum and Library located at the Naval Submarine Base New London in Groton, Connecticut. Key aspects of the project include cleaning the existing roof, removing the existing ballasted and non-ballasted EPDM roofing system, inspecting the roof condition using infrared scanning, repairing any damaged or deteriorated insulation and sheathing, installing new gypsum sheathing, insulation and a fully adhered EPDM roofing system, replacing all copings, and applying a fluid applied coating to extend the life of roof areas identified for repair. The solicitation number is N40085-22-B-2500 and responses are due by the date specified. The project is reserved for women-owned small businesses. The North American Industry Classification System code is 236220 and the size standard is $39.5 million.
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Other files
| File | Type | Posted |
|---|---|---|
| 22B2500 Abstract.pdf | ||
| Amendment 007.pdf | ||
| Scope of Work V3.pdf | ||
| Drawing A103 Plan Keynotes w Library Note.pdf | ||
| Amendment 006.pdf | ||
| Amendment 005.pdf | ||
| Amendment 004.pdf | ||
| Amendment 003.pdf | ||
| Laydown Image.pdf | ||
| Amendment 002.pdf | ||
| Final RFI Responses.pdf | ||
| Floor plans and RCPs.pdf | ||
| Price Proposal Form V2.pdf | ||
| Drawing A103 Plan and Keynotes V2.pdf | ||
| Scope of Work V2.pdf | ||
| RFI Responses Part I.pdf | ||
| Specifications V2.pdf | ||
| Amendment 001.pdf | ||
| Site Visit Attendees.xlsx | XLSX spreadsheet | |
| Drawing - Building Sections.pdf | ||
| B571-035.details.pdf | ||
| Drawing - Roof Details.pdf | ||
| Drawing -Original Plan.pdf | ||
| Photo Sketches.pdf | ||
| HAZMAT Report.pdf | ||
| Specifications.pdf | ||
| Price Proposal Form.pdf | ||
| Drawing -Building Sections.pdf | ||
| HAZ Waste Mgmt Plan.pdf | ||
| NEPA.pdf | ||
| Scope of Work.pdf | ||
| N4008522B2500.pdf |
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Text version
EPDM ROOF
EPDM ROOF
EPDM ROOF
BALLASTED EPDM ROOF
BALLASTED EPDM ROOF
ROOF
EPDM ROOF
BALLASTED EPDM ROOF
EPDM ROOF
EPDM ROOF
EPDM ROOFEPDM ROOF
EPDM ROOF
GENERAL SHEET NOTES
GRAPHIC SCALE
DEMOLITION & CONSTRUCTION KEYNOTES
1. NO HAZARDOUS MATERIAL WAS DETECTED ON THE
ROOF. REFER TO THE TEST REPORT DATED APRIL 2021.
2. REFER TO INFRA-RED SCAN RESULTS TO IDENTIFY
WET/DETERIORATED AREAS OF THE ROOF.
3. ALL ROOFS ARE ACCESSIBLE WITH LADDERS. EXCEPT
FIVE SMALL ROOFS ALONG THE RIVER. THOSE ROOFS
DO NOT HAVE ANY ACCESS.
4. CLEAN ROOF OF ALL DEBRIS. REMOVE ALL
ABANDONED POWER CONDUITS.
REMOVE EXISTING BALLASTED AND NON-BALLASTED EPDM
ROOFING SYSTEM DOWN TO METAL ROOF DECK AND
REPLACE WITH NEW FULLY ADHERED EPDM ROOFING
SYSTEM.
REPLACE ALL COPING AROUND ALL ROOF SYSTEM. USE .050
GALVANIZED ALUM FOR ALL NEW COPING.
ASSESS ROOFING CONDITION USING INFRARED SCANNING
IDENTIFY ANY DAMAGED, DETERIORATED AND WET ROOF
AREAS. REPAIR ALL DETERIORATED AND WET INSULATION
AND SHEATHING. INSTALL NEW GYPSUM SHEATHING,
INSULATION AND EPDM ROOFING TO MATCH LEVEL AND
SLOPE OF EXISTING ROOFING.
CLEAN THE ROOF. RE-SEAL ALL THE SEAMS, PENETRATIONS
AND FLASHING AREAS TO EXTEND THE LIFE OF THE ROOF.
ADD OPTION: CLEAN THE ROOF. APPLY 2 COATS OF FLUID
APPLIED COATING OVER ALL EXISTING EPDM ROOFING TO
REMAIN (IDENTIFIED ABOVE IN NOTE 2 AND 3. FOLLOW
RESTORATION COATING MANUFACTURER'S
RECOMMENDATIONS FOR THE ENTIRE PROCESS STARTING
FROM ASSESSMENT OF ROOF.
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A103
ROOF PLAN
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TYPICAL
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3" ROOF DRAINS
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ELEVATOR OVERRIDE
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TOWER
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PITCH TO DRAINS (TYP)
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TAPER INSULATION TO
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NEW THROUGH WALL SCUPPER, TYP.
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MECHANICAL EQUIPMENT BAY
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EXISTING ROOF
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4"X3" SCUPPER (TYP).
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NEW
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4"X3" SCUPPER
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NEW
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NEW THROUGH WALL SCUPPER
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NEW THROUGH WALL SCUPPER, TYP.
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9"X4" SCUPPER
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NEW
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9"X4" SCUPPER
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NEW
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2"RD
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9"X4" SCUPPER
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OVERFLOW
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NEW 3"RD
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3"RD
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3"RD
AutoCAD SHX Text 4550 S.F.
AutoCAD SHX Text 1577 S.F.
AutoCAD SHX Text 315 S.F.
AutoCAD SHX Text 623 S.F.
AutoCAD SHX Text 2305 S.F.
AutoCAD SHX Text 1854 S.F.
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INSTALL PT WOOD BLOCKING TO SECURE COPING OVER EIFS WALL AND INSTALL NEW COPING.
AutoCAD SHX Text REPLACE ALL COPINGS AROUND ALL BALLASTED ROOF AND MECHANICAL WELLS TALL PERAPET WALLS. PLACE EPDM OVER THE ENTIRE HORIZONTAL SURFACE, SECURE ONE END WITH 3" SEAM TAPE AND SECURE IT ON THE OTHER SIDE. COVER THE SECURED EDGE WITH CONT. HEAVY GAUGE METAL CLEAT (.050 ALUM) AND UNCURED EPDM.
AutoCAD SHX Text REPAIR/SEAL ALL REST OF THE EXISTING COPING AT ALL FULLY ADHERED EPDM ROOF OVER CAP JOINTS AND JOINT LAPS AND AT ALL TRANSITIONS ALONG ALL FULLY ADHERED EPDM ROOFING. USE UNCURED EPDM TO SEAL THE JOINTS. TERMINATE EPDM AT THE OUTER EDGE OF HORIZONTAL PLANE OF COPING. SECURE ALL OUTER VERTICAL JOINTS USING SILICON SEALANT.
AutoCAD SHX Text INSTALL NEW 2-PIECE STAINLESS STEEL RECEIVER APRON OVER NEW T-BAR. SECURE ALL COPINGS WITH CAP SHEET, FASTENED WITH CONTINUOUS CLEAT AND A DRIP EDGE. NEW SEALANTS AT METAL PANEL JOINTS ABOVE EXISTING SURFACE APPLIED VERTICAL FLASHING (TYPICAL AT ALL EXISTING SURFACE APPLIED FLASHING).
AutoCAD SHX Text INSTALL NEW COPING/EDGE METAL TO CAP TOP AREA ABOVE GLASS ENTRY WAY. SPLICE EPDM TO EXTEND OVER METAL PANELS. PROVIDE NEW MULTI-TIERED METAL FASCIA AND RECEIVER FOR FUTURE ACCESS TO GLAZING CONNECTION. INSTALL NEW CONT. CLEAT, APPRON AND BACKER ROD AND CAULK JOINT AT THE BASE.
AutoCAD SHX Text REPAIR/SEAL ALL REST OF THE EXISTING COPING AT ALL FULLY ADHERED EPDM ROOF OVER CAP JOINTS AND JOINT LAPS AND AT ALL TRANSITIONS ALONG ALL FULLY ADHERED EPDM ROOFING. USE UNCURED EPDM TO SEAL THE JOINTS. TERMINATE EPDM AT THE OUTER EDGE OF HORIZONTAL PLANE OF COPING. SECURE ALL OUTER VERTICAL JOINTS USING SILICON SEALANT. (TYP)
AutoCAD SHX Text REPLACE ALL THROUGH WALL SCUPPERS WITH STAINLESS STEEL THROUGH WALL SCUPPERS.. SECURE ALL EDGES WITH CONTINUOUS CAULKING. (TYPICAL).
AutoCAD SHX Text 3/32"=1'-0"
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NAVAL SUBMARINE BASE NEW LONDON
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GROTON, CT
AutoCAD SHX Text 1655760
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KB
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BID DOC SUBMISSION
AutoCAD SHX Text 03/22/2021
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NORTHEAST IPT
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NAVAL STATION - NORFOLK, VIRGINIA
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<<PM/DM>>
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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DEPARTMENT OF THE NAVY
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SCALE:
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING COMMAND
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DES
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DRW
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DRAWFORM REVISION: 10 MARCH 2009
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CHK
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
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OF
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EPROJECT NO.:
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AS NOTED
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CDS
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SCALE:
AutoCAD SHX Text 3/32"=1'-0"
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APPROX. NORTH
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