26-0422 1771 ROOF REPLACEMENT - SOW.pdf
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- Attached to
- 1771 Roofing Replacement
- Solicitation number
- n4008526r9067
About this file
1771 Roof Replacement Project Summary
This document is a construction specification and detailed drawings for a roof replacement project at Building 1771, located at Camp Lejeune, North Carolina on Gum Street and Louis Road. The project involves the complete demolition of the existing roofing system and installation of a new three-ply modified bitumen roof membrane system with ridged insulation. The contractor must provide all materials, labor, equipment, and supervision necessary to accomplish the work, and is responsible for field measurements, material verification, and scheduling approval with the Contracting Officer's Representative at the DJCC office. Access to the building must be arranged through the DJCC office and the tenant.
The contractor must submit electronic copies of all submittals including shop drawings, installation drawings, product specifications, and manufacturer technical data sheets for approval prior to material ordering and installation. Key requirements include obtaining a written permit from the Fire Division before performing hot work (welding, cutting), maintaining four 20-pound 4A20 BC rated extinguishers for hot work activities, registering the contract via e-mail with the base landfill, and submitting a schedule detailing any subconsultants working on the project. The contractor must provide a two-year workmanship warranty and a 30-year manufacturer warranty covering all roofing components and including a 10-year finish warranty on the roof coating. The manufacturer must respond within 72 hours to leak calls or emergency repairs and conduct onsite quality assurance inspections three times per week based on a five-day work week. The roof must be designed and installed to accommodate 130 mph winds, with annual inspections required for the roof system's life. All work-related debris and damage to landscaping must be removed from the worksite with no landscaping restoration cost to the government.
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GUM ST
LO
UIS RD
CAMP LEJEUNE, N.C.
LOCATION MAP AREA MAP
ROOF REPLACEMENTLOCATION
MAP
BUILDING
AREA MAP
VICINITY MAP
DRAWING INDEX
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LYMAN RD
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OLD BEAR CREEK RD
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PINEY GREEN RD
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HOLCOMB BLVD
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STONE ST
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FRENCH
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MAIN SERVICE RD
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LEJEUNE RAILROAD
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SETH
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WALLACE
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FRENCH
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MAGAZINE
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BERKELEY
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HOPE ROAD
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ROAD
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SPARROW
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LANDFILL
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ROICC OFFICE BLDG 1005
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FRENCH CREEK BORROW PIT
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S1772 HAZ WASTE STRG AREA VIC 1771
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GRAPHIC SCALE IN MILES
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1771 ROOF REPLACEMENT
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PROJECT #26M076CN
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MACC #26-0422
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DWG: DANA WHITMORE
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USMC CAMP LEJEUNE
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GENERAL NOTES
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ELEVATION PLAN
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AutoCAD SHX Text SCOPE OF WORK: The contractor shall provide all material, labor, equipment, and : The contractor shall provide all material, labor, equipment, and supervision required to accomplish the following: General description - This scope of work is to be accomplished at 1771 located on Gum - This scope of work is to be accomplished at 1771 located on Gum This scope of work is to be accomplished at 1771 located on Gum St. at Camp Lejeune, North Carolina. This project will consist of demo approx. 15,300. Complete Modified Bitumen Roof Membrane roofing system. Contractor to provide new complete roofing system. All new metal cap, flashing, pitch pockets, lead vent covers, drain system, drain covers, ect. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own : The contractor shall take his own field measurements in determining required materials and costs for the following. SPECIAL SCHEDULING AND ACCESS: Access and scheduling to the work area shall be Access and scheduling to the work area shall be arranged through Contracting Officer"s Representative for the OICC office and the tenant of the building. Point of Contact for access to building. NOTES: 1. The measurements and quantities furnished here are for reference only. The The measurements and quantities furnished here are for reference only. The contractor is responsible for actual field verification prior to bidding, ordering material and during every step of construction for existing surfaces, dimensions and conditions. 2. Repair, refinish all areas damaged or disturbed by new work to be provided Repair, refinish all areas damaged or disturbed by new work to be provided under this contract. 3. Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal of asbestos containing materials, building products with tightly adhered lead containing paint, non-contaminated clean dirt and clean gravel. the hours of operations are 0730-1530 Monday- Thursday and 0730-1430 on Friday. delivery of acceptable materials (identified above) shall be by appointment only. Appointment made by phone at 1-910-457-5011 or 1-910-451-2946. 4. All other contractor generated material shall be weighed through the Base All other contractor generated material shall be weighed through the Base Landfill scales before being removed from the Base. Contractor utilizing the base scale will require Contracting Officers assisted per-registration with the Landfill manager. 5. The Contracting officer will register the contract via E-mail, with the base The Contracting officer will register the contract via E-mail, with the base landfill. All haul vehicles will maintain a secure vehicle placed as a condition to utilize the scale. E-mail the contractors information to the Landfill Clerk, include the name on the Prime contractor, contract number, job name / description, completion date and whether or not any above material will be delivered to the Landfill. 6. Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other flame -producing spark producing devices, a written permit shall be requested from the Fire Division. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. The contractor will provide at least two (2) twenty (20) pound 4A:20 BC rated extinguishers for normal "HOT WORK". All extinguishers shall be current inspection tagged, approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "HOT WORK" done at this activity. The Fire watch shall be trained in accordance with NFPA 51B and remain on site for a minimum of sixty (60) minutes after work is completed. 7. Contractor is to be aware of all rules, regulation and codes required for Contractor is to be aware of all rules, regulation and codes required for successful completion of project.
AutoCAD SHX Text SUBMITTALS: 1. Contractor shall make electronic copies of all submittals, include the approved Contractor shall make electronic copies of all submittals, include the approved transmittal sheets and provide two (2) CD/DVD's containing all submittals for project. The CD/DVD's shall be marked "Complete Submittal package - "26-0422 1771 ROOF REPLACEMENT" with Contract # as issued by Contracting Officer. 2. AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, specifications for selection and approval prior to the ordering and installation of said materials. 3. The contractor is required to submit a schedule detailing when they and or The contractor is required to submit a schedule detailing when they and or any subcontractor will be working. The schedule must be approved by Government before beginning work. 4. The contractor shall submit to the Contracting Officer, the manufacture's The contractor shall submit to the Contracting Officer, the manufacture's product specifications, complete with technical products data for all of the material being used in this process. The product specification shall as a minimum, provide the technical details on the following items. 5. Submit: Submit: A. SHOP DRAWINGS. SHOP DRAWINGS. B. INSTALLATION DRAWINGS /shop drawings INSTALLATION DRAWINGS /shop drawings C. PRODUCT DATA PRODUCT DATA C.A. Manufactures technical data Sheet Manufactures technical data Sheet C.B. Material Safety Data Sheets (MADA) Material Safety Data Sheets (MADA) C.C. Maintenance Data Maintenance Data D. WARRANTY ( 10 year Commercial Limited Warranty) WARRANTY ( 10 year Commercial Limited Warranty) E. READ LINE DRAWINGS READ LINE DRAWINGS 6. Qualifications: Qualifications: 6.1. Fabricator Qualifications: Minimum of three years documented experience in m Fabricator Qualifications: Minimum of three years documented experience in m similar in scope and complexity to this Project. Current certified by manufacturer as acceptable fabricator. 6.2. Installer Qualifications: minimum of three years documented installation Installer Qualifications: minimum of three years documented installation experience for project similar in scope and complexity to this project and currently certified by manufacturer as an acceptable installer.
ROOF INSTALLATION NOTES: 1. CONTRACTOR TO INSPECT DECK FOR DAMAGE AND REPAIR/REPLACE AS REQUIRED. INSTALL CONTRACTOR TO INSPECT DECK FOR DAMAGE AND REPAIR/REPLACE AS REQUIRED. INSTALL NEW WOOD NAILERS AS NEEDED TO MATCH INSULATION THICKNESS AND CANTS. 2. INSTALL CRICKETS AS NEEDED TO ENSURE POSITIVE DRAINAGE. INSTALL CRICKETS AS NEEDED TO ENSURE POSITIVE DRAINAGE. 3. ROOF MUST BE SECURED WITH NIGHTLY TIE-INS AS SPECIFIED. ROOF MUST BE SECURED WITH NIGHTLY TIE-INS AS SPECIFIED. 4. ALL WORK RELATED DEBRIS MUST BE REMOVED FROM WORKSITE AND ANY DAMAGE ALL WORK RELATED DEBRIS MUST BE REMOVED FROM WORKSITE AND ANY DAMAGE TO LANDSCAPING WILL BE REPAIRED AS REQUESTED BY THE R.I.O.C.C. 5. REFERENCE MANUFACTURER TECHNICAL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS. REFERENCE MANUFACTURER TECHNICAL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS. 6. PROVIDE A 2 YEAR CONTRACTOR WORKMANSHIP WARRANTY AND A 30 YEAR PROVIDE A 2 YEAR CONTRACTOR WORKMANSHIP WARRANTY AND A 30 YEAR MANUFACTURE WARRANTY THAT INCLUDES ALL ROOFING COMPONENTS. IN ADDITION THE MANUFACTURE WILL PROVIDE A 10 YEAR FINISH WARRANTY ON THE ROOF COATING. THE WARRANTY SHALL RUN DIRECTLY TO THE GOVERNMENT AND COVER LEAKS. THE ROOF SHOULD BE DESIGNED AND INSTALLED TO ACCOMMODATE 130 MPH WINDS. MANUFACTURER MUST RESPOND WITHIN 72 HOURS OF A LEAK CALL OR EMERGENCY REPAIRS BY ANOTHER CONTRACTOR WILL NOT VOID THE WARRANTY, THE MANUFACTURER SHALL PROVIDE ONSITE QUALITY ASSURANCE INSPECTIONS, 3 TIMES PER WEEK BASED ON A 5 DAY WORK WEEK, DURING ROOF REPLACEMENT. THE MANUFACTURE MUST INSPECT THE MANUFACTURE MUST INSPECT THE ROOF SYSTEM ANNUALLY AND AFTER ANY MAJOR STORM FOR THE LIFE OF THE ROOF SYSTEM. THESE ITEMS SHALL BE DONE AT NO ADDITIONAL COST TO THE GOVERNMENT. 7. REFERENCE 07 52 00REFERENCE 07 52 00
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1771 ROOF REPLACEMENT
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PROJECT #26M076CN
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MACC #26-0422
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1771 ROOF REPLACEMENT
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PROJECT #26M076CN
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MACC #26-0422
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DEMO ROOF PLAN
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AutoCAD SHX Text DEMOLISH AND REMOVE EXISTING BUILT-UP ROOF SYSTEM. REMOVE THE EXISTING ROOF SYSTEM DOWN TO THE EXISTING METAL DECK. CONTRACTOR TO ENSURE DECK IS DRY AND FREE OF DEBRIS PRIOR TO NEW ROOF INSTALLATION. SEE SHEET A-7, A-8 FOR DETAIL. DEMOLISH AND REMOVE EXISTING ROOF MOUNTED EXHAUST FAN. SEE MECHANICAL DRAWINGS. DEMOLISH AND REMOVE EXISTING AIR INTAKE HOOD. SEE MECHANICAL DRAWINGS. DEMOLISH AND REMOVE ROOF DRAINS, (TO INCLUDE CLAMPING RING, BOWL AND STRAINER). SEE SHEET A-8 FOR NEW WORK. EXISTING ROOF ACCESS LADDER AND GUARD DEMO EXISTING ROOF BOOTS. BOILER STACKS BOOTS DEMOLISH AND REMOVE EXISTING VENT BOOTS
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RENOVATION
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ROOF PLAN
AutoCAD SHX Text PROVIDE NEW (3) PLY MODIFIED BITUMEN ROOF MEMBRANE SYSTEM. SEE SHEET A-6 FOR DETAILS. ROOF MOUNTED EXHAUST FAN. SEE DETAIL A-7. AIR INTAKE HOOD SEE DETAIL A-6. SEE MECHANICAL DRAWINGS. INSTALL NEW VENT AND LADDER BOOTS, ROOF DRAINS (TO INCLUDE CLAMPING RING, BOWL AND STRAINER). REPLACE ALL METAL DETAILS WITH .040 ALUMINUM, COLOR TO MATCH EXISTING UNLESS OTHERWISE SPECIFIED BY R.O.I.C.C. SEE DETAIL A-7
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PROJECT #26M076CN
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MACC #26-0422
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DWG: DANA WHITMORE
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USMC CAMP LEJEUNE
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SHEET OF OF OF
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BLDG. 1771
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WALL
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SECTION
AutoCAD SHX Text PROVIDE NEW (3) PLY MODIFIED BITUMEN ROOF MEMBRANE SYSTEM: SEE ROOF DEMOLITION/CONSTRUCTION DETAILS A-4, A-5.
AutoCAD SHX Text General Notes:
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STEEL DECK TO REMAIN
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NEW BUILT UP ROOF OVER NEW RIDGED INSULATION.
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STEEL DECK TO REMAIN
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NEW BUILT UP ROOF OVER NEW RIDGED INSULATION.
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STEEL DECK TO REMAIN
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NEW BUILT UP ROOF OVER NEW RIDGED INSULATION.
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WALL SECTION
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1-1/2" = 1'-0"
EXISTING MECHANICAL EQUIPMENT TO BE REMOVED AND REINSTALLED
AutoCAD SHX Text REMOVE EXISTING MEMBRANE ROOFING SYSTEM DOWN TO EXISTING METAL DECK, INCLUDING ALL MEMBRANE PILES, ASPHALT LAYERS, BALLAST AND INSULATION LAYERS.
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EXISTING ROOF DECK TO REMAIN
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REMOVE EXISTING TREATED WOOD BLOCKING, TYP.
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PROVIDE NEW PRESERVATIVE TREATED 2X BLOCKING. TYPICAL.
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PROVIDE NEW ASPHALT GLASS FIBER PLY SHEET
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PROVIDE NEW MULTIPLE PLY MEMBRANE BASE FLASHING.
AutoCAD SHX Text PROVIDE NEW (3) PLY MODIFIED BITUMEN ROOF MEMBRANE SYSTEM: MINERAL SURFACED CAP SHEET.
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REINSTALLED EXHAUST HOOD TRIM
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PROVIDE NEW ASPHALT BASE SHEET
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PROVIDE NEW RECOVERY BOARD: 3/4" PERLITE
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MECHANICAL EQUIPMENT REMOVED AND REINSTALLED
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PRESUMED LOCATION OF EXISTING EXPANSION JOINT IN ROOF SLAB
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COMPRESSIBLE INSULATION
AutoCAD SHX Text SEE DETAIL A/A-9 FOR TYPICAL 3 PLY MODIFIED BITUMEN MEMBRANE AND INSULATION INSTALLATION
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GASKETED FASTENERS
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EXTEND MEMBRANE FLASHING PLIES OVER TOP OF BLOCKING
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FASTENERS APPROXIMATELY 8" O.C.
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FLEXIBLE WEATHERPROOF MEMBRANE CLOSURE
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FLEXIBLE VAPOR RETARDED TO ACT AS INSULATION RETAINER: ATTACH TO TOP OF BLOCKING
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SHEET METAL EXPANSION JOINT COVER: SLOPE TO ONE SIDE
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CONSTRUCTION
AutoCAD SHX Text PROVIDE NEW PRESERVATIVE TREATED 2X BLOCKING AS SHOWN TO PROVIDE NEW STABLE CURB AT EACH SIDE OF EXPANSION JOINT LOCATION
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COMPRESSIBLE INSULATION
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PRESUMED LOCATION OF EXISTING EXPANSION JOINT
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MEMBRANE SHEET CLOSURE SECURED AND ATTACHED TO WALL
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EXTEND MEMBRANE FLASHING PLIES OVER TOP OF BLOCKING
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REMOVABLE SHEET METAL COUNTER FLASHING WITH FASTENERS
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SHEET METAL REGLET WITH RECEIVER FOR COUNTER FLASHING
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REMOVE MINERAL SURFACE ROOFING, CONT. NAIL 8" O.C.
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REMOVE CONT. HOOK STRIP NAIL 6" O.C.
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REMOVE 2" X 12" WD. CURB
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REMOVE 3 FELTS, 1 CAP SHEET
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REMOVE METAL CAP
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REMOVE CONT. METAL EXPANS. CLIP NAIL 6' O.C.
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REMOVE CONT. CANT STRIP
AutoCAD SHX Text 2" x 6" CONT. WD. NAILERS, BOLTED W/ 12" ANCHOR BOLTS
AutoCAD SHX Text REMOVE EXISTING MEMBRANE ROOFING SYSTEM DOWN TO EXISTING METAL DECKING, INCLUDING ALL MEMBRANE PILES, ASPHALT LAYERS, BALLAST AND INSULATION LAYERS.
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DEMOLITION
AutoCAD SHX Text ROOFING INSULATION: PROVIDE 2" OF BASE INSULATION PRIOR TO INSTALLATION OF TAPERED INSULATION
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1771 ROOF REPLACEMENT
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PROJECT #26M076CN
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MACC #26-0422
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DWG: DANA WHITMORE
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USMC CAMP LEJEUNE
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SHEET OF OF OF
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BLDG. 1771
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ELECTRICAL
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DETAIL
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ROOFING DETAIL
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1" = 1'-0"
8"
PROVIDE NEW METAL PARAPET COPING OVER EXISTING BLOCKING AND SECURE WITH CONTINUOUS CLEATS EACH SIDE, FASTENED AT MAXIMUM 8" O.C.
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PROVIDE NEW MULTIPLE PLY
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PROVIDE NEW (3) PLY MODIFIED
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BITUMEN ROOF MEMBRANE SYSTEM:
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MINERAL SURFACED CAP SHEET
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PROVIDE NEW ASPHALT GLASS
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PROVIDE NEW ASPHALT BASE SHEET
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PROVIDE NEW RECOVERY BOARD:
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MIN. ABOVE ROOF
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PROVIDE NEW ROOF CEMENT OR SEALANT AT PENETRATION TO MEMBRANE JUNCTURE
AutoCAD SHX Text PROVIDE NEW SOFT METAL PIPE FLASHING: TOP OF FLASHING CAPPED OR ROLLED INTO EXISTING PIPE APPROXIMATELY 1"
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EXISTING PIPE PENETRATION
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REMOVE CONT. METAL LOCKING STRIP
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REMOVE METAL FASCIA AND CAP FLASHING
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REMOVE METAL COUNTER FLASHING, CONT.
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REMOVE BUILT UP BASE FLASHING
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REMOVE CANT STRIP
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MEMBRANE BASE FLASHING
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CONSTRUCTION
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DEMOLITION
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EXISTING METAL DECK TO REMAIN
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EXISTING STRUCTURE TO REMAIN
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EXISTING PRE-FINISHED METAL SIDING TO RECEIVE (2) COATS OF PAINT
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EXISTING METAL DECK TO REMAIN
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REMOVE BUILT UP ROOF
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REMOVE RIDGE INSUL.
AutoCAD SHX Text REMOVE EXISTING MEMBRANE ROOFING SYSTEM DOWN TO EXISTING METAL DECKING, INCLUDING ALL MEMBRANE PILES, ASPHALT LAYERS, BALLAST AND INSULATION LAYERS.
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EXISTING PIPE PENETRATION
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CONSTRUCTION
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DEMOLITION
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FIBER PLY SHEET
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3/4" PERLITE
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EXISTING METAL DECK TO REMAIN
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PROVIDE NEW RECOVERY BOARD: 3/4" PERLITE
AutoCAD SHX Text PROVIDE NEW (3) PLY MODIFIED BITUMEN ROOF MEMBRANE SYSTEM: MINERAL SURFACED CAP SHEET
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PROVIDE NEW MULTIPLE PLY MEMBRANE BASE FLASHING
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PROVIDE NEW ASPHALT GLASS FIBER PLY SHEET
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PROVIDE NEW ASPHALT BASE SHEET
AutoCAD SHX Text TREATED WOOD 6x6 BLOCKING TO REMAIN
AutoCAD SHX Text TREATED WOOD 4x8 NAILER TO REMAIN
AutoCAD SHX Text ROOFING INSULATION: PROVIDE 2" OF BASE INSULATION PRIOR TO INSTALLATION OF TAPERED INSULATION
AutoCAD SHX Text ROOFING INSULATION: PROVIDE 2" OF BASE INSULATION PRIOR TO INSTALLATION OF TAPERED INSULATION
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1771 ROOF REPLACEMENT
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PROJECT #26M076CN
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MACC #26-0422
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DWG: DANA WHITMORE
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USMC CAMP LEJEUNE
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SHEET OF OF OF
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BLDG. 1771
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ELECTRICAL
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DETAIL
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ROOFING DETAIL
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24" METAL SUMP PAN
REMOVE LARGE DOME STRAINER
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REMOVE CLAMP RING
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HEAVY COATING PLASTIC CEMENT
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DECK CLAMP
AutoCAD SHX Text PROVIDE NEW MEMBRANE FIELD PLIES - METAL FLASHING AND STRIPPING PLIES ALL EXTEND UNDER CLAMPING RING
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EXISTING DECK CLAMP
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PROVIDE NEW TAPERED INSULATION
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EXISTING ROOF DECK
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PROVIDE NEW CLAMPING RING
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PROVIDE NEW DOME STRAINER
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PROVIDE NEW MULTIPLE MEMBRANE STRIPPING PLIES FEATHERED AT FIELD OF ROOF
AutoCAD SHX Text PROVIDE NEW 30'' SQUARE MINIMUM, 2 1/2 LB. TO 4 LB., LEAD OR 16 OZ. SOFT COPPER FLASHING, SET ON FINISHED ROOF IN COMPATIBLE ROOF CEMENT, PRIME TOP SURFACE BEFORE STRIPPING.
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PROVIDE NEW MULTIPLE-PLY BUILT-UP ROOF MEMBRANE
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REMOVE LEAD FLASHING AND GRAVEL STOP
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PLASTIC CEMENT
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COATED BASE SHEET
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REMOVE 10" & 12" FELT STRIPPING
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REMOVE NAILS 3" O.C.
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REMOVE INSULATION
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REMOVE TREATED WOOD NAILER WITH 12" ANCHOR BOLT @ 18" O.C.
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PROVIDE NEW METAL COUNTER FLASHING INSTALLED WITH FLASHING RECEIVER
AutoCAD SHX Text PROVIDE NEW HIGH DOMED, CAPPED, GASKETED FASTENERS AT 18" O.C., SECURING REMOVABLE FLASHING IN RECEIVER: FASTENERS AT 24" O.C. MAXIMUM
AutoCAD SHX Text PROVIDE NEW INSTALLATION OF VAPOR RETARDED PRIOR TO INSTALLATION OF INSULATION LAYERS
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REMOVE METAL COUNTER FLASHING, CONT.
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REMOVE BUILT UP BASE FLASHING
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REMOVE CANT STRIP
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PRE- FINISHED RIBBED ALUMINUM SIDING WITH METAL CLOSURE TO FIT CONTOUR OF SIDING
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INSULATION BACKING TO REMAIN
AutoCAD SHX Text REMOVE EXISTING MEMBRANE ROOFING SYSTEM DOWN TO EXISTING STEEL JOIST, INCLUDING ALL MEMBRANE PILES, ASPHALT LAYERS, BALLAST AND INSULATION LAYERS.
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EXISTING ROOF DECK TO REMAIN
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PROVIDE NEW REMOVABLE SHEET METAL COUNTER FLASHING
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CONSTRUCTION
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DEMOLITION
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CONSTRUCTION
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DEMOLITION
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PROVIDE NEW (3) PLY MODIFIED
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BITUMEN ROOF MEMBRANE SYSTEM:
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MINERAL SURFACED CAP SHEET
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PROVIDE NEW ASPHALT GLASS
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PROVIDE NEW ASPHALT BASE SHEET
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PROVIDE NEW RECOVERY BOARD:
AutoCAD SHX Text ROOFING INSULATION: PROVIDE 2" OF BASE INSULATION PRIOR TO INSTALLATION OF TAPERED INSULATION
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FIBER PLY SHEET
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3/4" PERLITE
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REMOVE ROOF DRAIN BOWL
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PROVIDE NEW ROOF DRAIN BOWL
AutoCAD SHX Text PRE- FINISHED RIBBED ALUMINUM SIDING WITH METAL CLOSURE TO FIT CONTOUR OF SIDING TO RECEIVE (2) COATS OF PAINT
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ROOF DRAIN ASSEMBLY SHOWN IS BASED UPON ZURN #Z121-DP-E
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1771 ROOF REPLACEMENT
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PROJECT #26M076CN
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MACC #26-0422
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DWG: DANA WHITMORE
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USMC CAMP LEJEUNE
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SHEET OF OF OF
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BLDG. 1771
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ELECTRICAL
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DETAIL
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ROOFING DETAIL
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AutoCAD SHX Text 6"
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RIGID INSULATION
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1-1/2" TK., 3 LB. DENSITY
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WOOD NAILER
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INSULATION
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CURB BY MECH. CONTR.
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PRE-FAB ROOF
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FLASHING BY GEN. CONTR.
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BY MECH. CONTR.
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COUNTER FLASHING
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8" MIN.
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DAMPER
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BACKDRAFT
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BIRDSCREEN
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BRACKET
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MOUNTING
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8" MIN.
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1" MIN. CLEARANCE
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DUCT
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DETAIL 7/M6
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ROOF CURB, SEE
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MTD. & WIRED)
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SWITCH (FACTORY
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MANUAL DISCONNECT
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CONDUIT
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ELECTRICAL
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VIB. ISOLATORS
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RUBBER "IN-SHEAR"
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EXHAUST FAN
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1" MIN. CLEARANCE
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ROOF HOOD
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EXPANDED METAL
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EXISTING EQUIPMENT
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FLASHING RECEIVER
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FASTENERS 8" O.C.
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COUNTERFLASHING
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EXIST. FLASHINGFLASHING
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FLASHING PLY 9" MIN. ON FIELD
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UNIT MOUNTING CURB
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SBS-SIS MODIFIED MINERAL CAP SHEET
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INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECIFICATIONS
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CANT-FASTENED TO NAILER
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SBS MODIFIED BASE SHEET
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EXISTING ROOF CURB
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BASE FLASHING PLY 6" MIN. ON FIELD
AutoCAD SHX Text NOTE: DETAIL DEPICTS CONDITION AT RELOCATED EXISTING OR DETAIL DEPICTS CONDITION AT RELOCATED EXISTING OR RE-INSTALLED EQUIPMENT. IF APPLICABLE, FOR EQUIPMENT TO REMAIN IN PLACE, INSTALL ROOFING SYSTEM MEMBRANE, BASE FLASHING AND COUNTERFLASHING AS HIGH AS POSSIBLE UNDER EXISTING CURB FLASHING (SPLIT FLASHING SYSTEM)
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STRUCTURAL DECK
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VAPOR BARRIER
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CLAMPING RING
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STRAINER
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BASE FLASHING PLY 40" MIN. ON FIELD
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SBS-SIS MODIFIED MINERAL CAP SHEET
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BASE SHEET
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FLASHING PLY MIN. 48" ON FIELD
AutoCAD SHX Text TAPER INSULATION 24" MIN. FROM CENTER OF DRAIN, STAGGER ALL JOINTS, FASTEN PER SPECIFICATION
AutoCAD SHX Text LEAD FLASHING 30" SQ. MIN. SET IN MASTIC, WRAPPED DOWN 2" MIN. , PRIME TOP SURFACE BEFORE FLASHING
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STRUCTURAL DECK
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DECK CLAMP
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VAPOR BARRIER
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8" MIN.
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BASE SHEET
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INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECIFICATIONS
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CANT-FASTENED TO NAILER
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PREMANUFACTURED EXPANSION JOINT COVER
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FLEXIBLE WATER PROOF MEMBRANE CLOSURE
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COMPRESSIBLE INSULATION
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CHAMFER EACH SIDE OF WOOD CURB TO DRAIN
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METAL CAP SECURED APPROX. 12" O.C. W/ FASTENERS & NEOPRENE WASHERS
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FLASHING PLY 9" MIN. ON FIELD
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BASE FLASHING PLY 6" MIN. ON FIELD
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FLASHING FASTENED 8" O.C.
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DECK
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FLEXIBLE VAPOR RETARDER TO SERVE AS INSULATION RETAINER ATTACH TO TOP OF CURB
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SBS-SIS MODIFIED MINERAL CAP SHEET
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4" MIN.
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DECK
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HPR MODIFIED MEMBRANE FLASHING PLY 9" MIN. ON FIELD
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BASE FLASHING PLY 6" MIN. ON FIELD
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SHEET METAL PITCH PAN SOLDERED/WELDED WATERTIGHT 4" MIN HEIGHT
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OPT: WOOD NAILERS; VARIES DEPENDING UPON SIZE OF PENETRATION
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POLYURETHANE SEALANT
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POURABLE SEALANT, 2 PART
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INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECIFICATION
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NON-SHRINK GROUT
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PRIME PROJECTION
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ALL PLIES SET IN BITUMEN SEE SPECIFICATIONS FOR SURFACING
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4" MIN.
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DECK
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FLASHING PLY 9" MIN. ON FIELD
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BASE FLASHING PLY 6" MIN. ON FIELD
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SBS-SIS MODIFIED MINERAL CAP SHEET
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SBS MODIFIED BASE SHEET
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SHEET METAL PITCH PAN SOLDERED/WELDED WATERTIGHT 4" MIN HEIGHT
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OPT: WOOD NAILERS; VARIES DEPENDING UPON SIZE OF PENETRATION
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POLYURETHANE SEALANT
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POURABLE SEALANT, 2 PART
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INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECIFICATION
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NON-SHRINK GROUT
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WATERTIGHT SHEET METAL RAIN COLLAR OVERLAPPING PENETRATION POCKET
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DRAWBAND
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POLYURETHANE SEALANT
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ALL PLIES SET IN BITUMEN SEE SPECIFICATIONS FOR SURFACING
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SBS-SIS MODIFIED MINERAL CAP SHEET
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SBS MODIFIED BASE SHEET
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1771 ROOF REPLACEMENT
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PROJECT #26M076CN
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MACC #26-0422
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DWG: DANA WHITMORE
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USMC CAMP LEJEUNE
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SHEET OF OF OF
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BLDG. 1771
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ROOF
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CURB DETAIL
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ROOF DETAIL
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AutoCAD SHX Text A9
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AutoCAD SHX Text 5'
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
1/8" = 1'-0"
| Sheets and Views |
| 2026 1771 ROOF REPLACEMENT-Title Page |
| 2026 1771 ROOF REPLACEMENT-GENERAL NOTES A1 |
| 2026 1771 ROOF REPLACEMENT-ELEVATION PLAN A2 |
| 2026 1771 ROOF REPLACEMENT-DEMO ROOF PLAN A3 |
| 2026 1771 ROOF REPLACEMENT-RENOVATED ROOF PLAN A4 |
| 2026 1771 ROOF REPLACEMENT-WALL SECTION A5 |
| 2026 1771 ROOF REPLACEMENT-ROOF DETAIL A6 |
| 2026 1771 ROOF REPLACEMENT-ROOF DETAIL A7 |
| 2026 1771 ROOF REPLACEMENT-ROOF DETAIL A8 |
| 2026 1771 ROOF REPLACEMENT-ROOF DETAIL A9 |
File details come from the government source that posted it. Updated .