N4008523B0028 Dwgs.pdf
PDF 2 MB Posted
- Attached to
- Roof Repairs Building 1323
- Solicitation number
- N4008525R2553
About this file
This document is a set of construction drawings and specifications for roof repairs to Building 1323 at Marine Corps Base Camp Lejeune in North Carolina. The project involves demolishing the existing roofing system down to the metal deck, making repairs as needed, and installing a new standing seam metal roof and modified bitumen roof system. Key details include:
The scope of work includes replacing the roof drains, coping, scuppers, and addressing various roof penetrations. The project requires utilizing a roofing contractor from the MACC contract at ROICC Camp Lejeune. The drawings provide detailed demolition plans, renovation plans, and installation details for the new roofing system components. The performance period is 31 October 2024. Environmental and safety requirements are also included. Overall, this document outlines the technical specifications and drawings for the roof repair project at Building 1323.
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Other files
| File | Type | Posted |
|---|---|---|
| Amend 0001.pdf | ||
| RFP 252553.pdf | ||
| N4008523B0028 Specs.pdf | ||
| 23-0028 SOW.pdf |
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1337D
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UIS RD
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OOD ST
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MARINE CORPS BASE, CAMP LEJEUNE, N.C.
LOCATION MAP
DRAWING INDEX
AREA MAP
23-0028
ROOF REPAIRS
BUILDING 1323LOCATION
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FINAL
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BUILDING
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ROICC OFFICE BLDG 1005
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FRENCH CREEK BORROW PIT
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MARINE CORPS BASE
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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CAMP LEJEUNE, NORTH CAROLINA
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DESIGN DIR.
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SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
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SPEC.
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SCALE:
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SATISFACTORY TO:
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APPROVED: PWO OR OICC:
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DR.
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OF
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NA
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NOTED
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TITLE SHEET
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ROOF REPAIRS BUILDING
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31 OCT. 2024
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31 OCT. 2024
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PWO OR OICC
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J.F. ORR
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MARK RAMSDELL
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KELLY ROOT
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MARK RAMSDELL
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MARK RAMSDELL
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FINAL 31 OCT. 2024
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SYM
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REVISIONS
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APPROVED
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SHEET #
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SHEET NAME
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TITLE SHEET AND AREA MAPS
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DEMO ROOF PLAN, NOTES
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RENO ROOF PLAN, NOTES
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ROOF DETAILS
AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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ROOF DEMO PLAN BUILDING 13231
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DEMO NOTES
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STAGING: COORDINATE LOCATION WITH CO
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AutoCAD SHX Text DEMOLISH ALL ITEMS FROM THE ROOFING MEMBRANE TO THE TOP OF THE METAL DECK. DO NOT DISTURB METAL DECK. REPLACE WITH NEW IF DAMAGED, ASSUME 10% (2,160S.F.) OF DECKING TO BE REPLACED FOR BIDDING PURPOSES.
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AutoCAD SHX Text COPING: DEMOLISH EXISTING METAL COPING, FLASHING, NAILER. PREPARE FOR INSTALLATION OF NEW COPING. SEE NEW PLAN.
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AutoCAD SHX Text ROOF DRAIN: REMOVE AS NECESSARY, CLEAN, REPLACE ANY COMPONENT IN NON-WORKING ORDER. PROTECT OPENING AS NECESSARY. REPLACE WITH NEW.
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AutoCAD SHX Text ROOF DRAIN: THIS DRAIN PREVIOUSLY COVERED WITH ROOFING MATERIALS. REMOVE AS NECESSARY, CLEAN, REPLACE ANY COMPONENT IN NON-WORKING ORDER. PROTECT OPENING AS NECESSARY. REPLACE WITH NEW.
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AutoCAD SHX Text SCUPPERS: REMOVE AND DEMOLISH. PREPARE OPENING FOR NEW SCUPPER. PROTECT WALL FROM WATER INTRUSION BETWEEN DEMO AND RENO.
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AutoCAD SHX Text MECHANICAL UNIT ON CURB: TO REMAIN OPERATIONAL AT ALL TIMES. DO NOT DISTURB, PROTECT AS NECESSARY. REMOVE AND DISCARD ALL FLASHING MATERIAL AND ROOFING MATERIAL WITHOUT AFFECTING THE EQUIPMENT OPERATION. REMOVE ALL CONDENSATE LINES AND PREPARE FOR INSTALLATION OF NEW TRAP PER DETAILS.
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AutoCAD SHX Text VENT: TO REMAIN, DO NOT DISTURB. REMOVE AND DISCARD BOOT FLASHING AND ROOFING COMPONENTS.
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AutoCAD SHX Text ROOF HATCH: DEMOLISH. REMOVE AND DISCARD ROOF CURB. PROTECT OPENING FROM WATER INTRUSION.
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ABANDONED STEAM PIPES: DEMOLISH TO BELOW ROOF DECK
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EXPANSION JOINT: DEMOLISH. PREPARE FOR NEW EXPANSION JOINT.
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AutoCAD SHX Text HEAT STACK: TO REMAIN, DO NOT DISTURB. REMOVE AND DISCARD BOOT FLASHING AND ROOFING COMPONENTS. TYPICAL ALL HEAT STACKS.
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AutoCAD SHX Text ELECTRICAL CONDUIT: TO REMAIN OPERATIONAL AT ALL TIMES, PROTECT AS NECESSARY. REMOVE AND DISCARD ALL FLASHING AND ROOFING COMPONENTS.
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WEATHER HEAD AND CONDUIT: DO NOT DISTURB. PROTECT AS REQUIRED.
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SHEET:
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MARINE CORPS BASE
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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CAMP LEJEUNE, NORTH CAROLINA
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DESIGN DIR.
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SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
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SPEC.
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SCALE:
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SATISFACTORY TO:
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APPROVED: PWO OR OICC:
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DR.
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DES.
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DATE:
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OF
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NA
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NOTED
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ROOF DEMO PLAN, NOTES
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ROOF REPAIRS BUILDING
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31 OCT. 2024
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31 OCT. 2024
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PWO OR OICC
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J.F. ORR
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MARK RAMSDELL
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KELLY ROOT
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MARK RAMSDELL
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MARK RAMSDELL
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FINAL 31 OCT. 2024
AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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AutoCAD SHX Text A101
AutoCAD SHX Text NOTE: ITEMS SHOWN ON PLAN TAKEN FROM RECORD DRAWINGS AND FIELD OBSERVATIONS. QUANTITY OF ROOF PENETRATIONS, MECHANICAL AND ELECTRICAL ITEMS MAY NOT BE ACCURATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL ITEMS ON ROOF PRIOR TO SUBMITTING A BID. ANY ITEMS NOT SHOWN ON PLAN AND NOT ADDRESSED IN A FORMAL PRE-BID INQUIRY IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR USING A MANUFACTURE RECOMMENDED AND GOVERNMENT APPROVED DETAIL.
AutoCAD SHX Text GENERAL NOTES/ENVIRONMENTAL NOTES: 1. THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL FIELD VERIFICATION THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIALS AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS AND CONDITIONS. 2. DIMENSIONS AND QUANTITIES PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS. DIMENSIONS AND QUANTITIES PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS. 3. STANDING SEAM METAL ROOF AND MODIFIED BITUMEN ROOF TO BE BY SAME MANUFACTURER FOR WARRANTY CONTINUITY. STANDING SEAM METAL ROOF AND MODIFIED BITUMEN ROOF TO BE BY SAME MANUFACTURER FOR WARRANTY CONTINUITY. 4. CLEAN ALL ITEMS AS NECESSARY TO RECEIVE NEW FINISHES. FILL ALL HOLES TO MATCH EXISTING CONDITIONS. CLEAN ALL ITEMS AS NECESSARY TO RECEIVE NEW FINISHES. FILL ALL HOLES TO MATCH EXISTING CONDITIONS. 5. SUBMITTALS SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL. SUBMITTALS SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL. 6. REMOVE ALL DAMAGED OR LOOSE ROOF COMPONENTS. REPLACE TO MATCH EXISTING CONDITIONS. REMOVE ALL DAMAGED OR LOOSE ROOF COMPONENTS. REPLACE TO MATCH EXISTING CONDITIONS. 7. COORDINATE STAGING AREA, SITE ACCESS WITH THE CONTRACTING OFFICER. COORDINATE STAGING AREA, SITE ACCESS WITH THE CONTRACTING OFFICER. 8. BATHROOM FACILITIES CANNOT BE USED BY THE CONTRACTOR. COORDINATE WITH CONTRACTING OFFICER THE LOCATION OF PORTABLE UNITS. BATHROOM FACILITIES CANNOT BE USED BY THE CONTRACTOR. COORDINATE WITH CONTRACTING OFFICER THE LOCATION OF PORTABLE UNITS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. 10. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, AND GOVERNMENT REQUIREMENTS. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, AND GOVERNMENT REQUIREMENTS. 11. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE AS SO0N AS PRACTICABLE. 12. CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCE AND STATUTES. 13. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER. 14. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND BUILDING OCCUPANTS. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND BUILDING OCCUPANTS. 15. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. 16. ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.
HAZARDOUS WASTE: 1. ALL HAZARDOUS WASTE GENERATED BY THIS PROJECT (FOR EXAMPLE: SAA MANAGEMENT; CONTAINER MANAGEMENT; MANIFEST REQUIREMENTS; STORAGE; AND SHIPMENT SHALL MEET ALL HAZARDOUS WASTE GENERATED BY THIS PROJECT (FOR EXAMPLE: SAA MANAGEMENT; CONTAINER MANAGEMENT; MANIFEST REQUIREMENTS; STORAGE; AND SHIPMENT SHALL MEET RCRA STANDARDS. 2. COORDINATE WITH ANTHONY L. RECOB, SUPERVISOR RESOURCE CONSERVATION & SECTION ENVIRONMENT PROTECTION SPECIALIST ENVIRONMENTAL MANAGEMENT DIVISION MARINE COORDINATE WITH ANTHONY L. RECOB, SUPERVISOR RESOURCE CONSERVATION & SECTION ENVIRONMENT PROTECTION SPECIALIST ENVIRONMENTAL MANAGEMENT DIVISION MARINE CORPS BASE CAMP LEJEUNE. TELEPHONE:910-451-5306. E-MAIL: Anthony.Recob@usmc.mil
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NORTH
ROOF RENO PLAN BUILDING 13231
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RENO NOTES
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STAGING: COORDINATE LOCATION WITH CO.
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AutoCAD SHX Text ROOFING AND INSULATION: INSTALL PER SPECIFICATION AND DETAILS. MATCH EXISTING INSULATION THICKNESS. MINIMUM SLOPE AT 1/2" PER FOOT
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AutoCAD SHX Text COPING: INSTALL NEW COPING AND FLASHING PER SPECS AND DETAILSINSTALL NEW COPING AND FLASHING PER SPECS AND DETAILS
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ROOF DRAIN: INSTALL NEW PER DETAILS. RE-CONNECT TO EXISTING PIPING.
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SCUPPERS: INSTALL NEW SCUPPERS PER SPECS AND DETAILS
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AutoCAD SHX Text MECHANICAL UNIT ON ROOF CURB: TO REMAIN OPERATIONAL AT ALL TIMES. DO NOT DISTURB, PROTECT AS NECESSARY. REMOVE CONDENSATION DISCHARGE AND DISCARD IF APPLICABLE, PREPARE EXISTING PIPING FOR THE INSTALLATION OF NEW TRAP. INSTALL NEW SPLIT FLASHING AND ROOFING MATERIAL PER SPECS AND DETAILS.
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VENT: TO REMAIN, DO NOT DISTURB. INSTALL NEW FLASHING PER SPECS AND DETAILS
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AutoCAD SHX Text ROOF HATCH: INSTALL NEW CURB AND FLASHING AS PER SPECS AND DETAILS. INSTALL NEW ROOF HATCH - PTD.
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AutoCAD SHX Text ABANDONED STEAM PIPES: INSTALL NEW METAL ROOF DECKING TO MATCH EXISTING AT AREA OF REMOVED PIPING.
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EXPANSION JOINT: INSTALL NEW EXPANSION JOINT AS PER SPECS AND DETAILS.
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AutoCAD SHX Text HEAT STACK: TO REMAIN, DO NOT DISTURB. INSTALL NEW FLASHING PER SPECS AND DETAILS. TYPICAL ALL HEAT STACKS.
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AutoCAD SHX Text ELECTRICAL CONDUIT: TO REMAIN OPERATIONAL AT ALL TIMES, PROTECT AS NECESSARY. INSTALL NEW FLASHING PER SPECS AND DETAILS
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WEATHER HEAD AND CONDUIT: DO NOT DISTURB. PROTECT AS REQUIRED.
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SHEET:
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MARINE CORPS BASE
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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CAMP LEJEUNE, NORTH CAROLINA
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DESIGN DIR.
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SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
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SPEC.
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SCALE:
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SATISFACTORY TO:
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APPROVED: PWO OR OICC:
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DR.
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DES.
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CHK.
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CONST. CONTR. NO.
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DATE:
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DATE:
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OF
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NA
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NOTED
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AutoCAD SHX Text 60041217
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ROOF RENO PLAN, NOTES
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ROOF REPAIRS BUILDING
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31 OCT. 2024
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31 OCT. 2024
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PWO OR OICC
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J.F. ORR
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MARK RAMSDELL
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KELLY ROOT
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MARK RAMSDELL
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MARK RAMSDELL
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FINAL 31 OCT. 2024
AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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AutoCAD SHX Text 3/32" = 1'-0"
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AutoCAD SHX Text A102
AutoCAD SHX Text NOTE: ITEMS SHOWN ON PLAN TAKEN FROM RECORD DRAWINGS AND FIELD OBSERVATIONS. QUANTITY OF ROOF PENETRATIONS, MECHANICAL AND ELECTRICAL ITEMS MAY NOT BE ACCURATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL ITEMS ON ROOF PRIOR TO SUBMITTING A BID. ANY ITEMS NOT SHOWN ON PLAN AND NOT ADDRESSED IN A FORMAL PRE-BID INQUIRY IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR USING A MANUFACTURE RECOMMENDED AND GOVERNMENT APPROVED DETAIL.
AutoCAD SHX Text ROUGH CARPENTRY 1. ALL WOOD AND PLYWOOD NEEDED TO REPAIR EXISTING CONDITIONS SHALL MEET THE FOLLOWING STANDARDS: ASTM INTERNATIONAL; AMERICAN WOOD COUNCIL (AWC); AMERICAN ALL WOOD AND PLYWOOD NEEDED TO REPAIR EXISTING CONDITIONS SHALL MEET THE FOLLOWING STANDARDS: ASTM INTERNATIONAL; AMERICAN WOOD COUNCIL (AWC); AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA); THE ENGINEERED WOOD ASSOCIATION (APA); INTERNATIONAL CODE COUNCIL (ICC); NATIONAL FIRE PROTECTION ASSOCIATION (NFPA); AND AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). 2. TREAT WOOD PRODUCTS WITH WATERBORNE WOOD PRESERVATIVES CONFORMING TO AWPA P5. PRESSURE TREATMENT OF WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS TREAT WOOD PRODUCTS WITH WATERBORNE WOOD PRESERVATIVES CONFORMING TO AWPA P5. PRESSURE TREATMENT OF WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS OF AWPA BOOK. USE CATEGORY SYSTEM STANDARDS U1 AND T1. 3. PRESSURE-TREATED WOOD PRODUCTS SHALL NOT CONTAIN ARSENIC, CHROMIUM, OR OTHER AGENTS CLASSIFIED AS CARCINOGENIC, PROBABLY CARCINOGENIC, OR POSSIBLY PRESSURE-TREATED WOOD PRODUCTS SHALL NOT CONTAIN ARSENIC, CHROMIUM, OR OTHER AGENTS CLASSIFIED AS CARCINOGENIC, PROBABLY CARCINOGENIC, OR POSSIBLY CARCINOGENIC TO HUMANS (COMPOUNDS IN GROUPS 1, 2A, OR 2B) BY THE INTERNATIONAL AGENCY FOR RESEARCH ON CANCER (IARC), LYON, FRANCE. 4. PRESSURE-TREATED WOOD PRODUCTS SHALL NOT EXCEED THE LIMITS OF THE U.S. EPA'S TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP), AND SHALL NOT BE CLASSIFIED AS PRESSURE-TREATED WOOD PRODUCTS SHALL NOT EXCEED THE LIMITS OF THE U.S. EPA'S TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP), AND SHALL NOT BE CLASSIFIED AS HAZARDOUS WASTE. SUBMIT CERTIFICATION FROM TREATING PLANT STATING CHEMICALS AND PROCESS USED AND NET AMOUNT OF PRESERVATIVES RETAINED ARE IN CONFORMANCE WITH SPECIFIED STANDARDS. 5. FOR ABOVE GROUND USE: 0.25 POUNDS PER CUBIC METER (PCF). FOR ABOVE GROUND USE: 0.25 POUNDS PER CUBIC METER (PCF). 6. FOR GROUND CONTACT AND FRESH WATER USE: 0.40 POUNDS PER CUBIC METER (PCF). FOR GROUND CONTACT AND FRESH WATER USE: 0.40 POUNDS PER CUBIC METER (PCF). 7. ALL WOOD SHALL BE AIR OR KILN DRIED AFTER TREATMENT. ALL WOOD SHALL BE AIR OR KILN DRIED AFTER TREATMENT. 8. SPECIFIC TREATMENTS SHALL BE VERIFIED BY THE REPORT OF AN APPROVED INDEPENDENT INSPECTION AGENCY, OR THE AWPA QUALITY MARK ON EACH PIECE. PRESERVATIVE-TYPE SPECIFIC TREATMENTS SHALL BE VERIFIED BY THE REPORT OF AN APPROVED INDEPENDENT INSPECTION AGENCY, OR THE AWPA QUALITY MARK ON EACH PIECE. PRESERVATIVE-TYPE PRESSURE TREATMENT SHALL HAVE A MINIMUM MOISTURE CONTENT OF 19 PERCENT AFTER PRESSURE TREATMENT AND SHALL BE PRESSURE TREATED USING AMMONIACAL COPPER QUATERNARY COMPOUND (ACQ). PRESERVATIVE SHALL PENETRATE A MINIMUM OF 3/8-INCH (9.5 MM) DEEP INTO WOOD. 9. FASTENERS AND CONNECTORS USED WITH PRESERVATIVE PRESSURE TREATED LUMBER SHALL BE G185 HOT DIP GALVANIZED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS FASTENERS AND CONNECTORS USED WITH PRESERVATIVE PRESSURE TREATED LUMBER SHALL BE G185 HOT DIP GALVANIZED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS STEEL.
MISCELLANEOUS ALUMINUM ITEMS: 1. ALL ALUMINUM REQUIRED IN ADDITION TO THE ROOF, GUTTERS, AND DOWNSPOUTS (FOR EXAMPLE: SIDING, SOFFITS, TRIM, ETC. SHALL BE MADE OF A 3105-TYPE ALUMINUM ALLOY ALL ALUMINUM REQUIRED IN ADDITION TO THE ROOF, GUTTERS, AND DOWNSPOUTS (FOR EXAMPLE: SIDING, SOFFITS, TRIM, ETC. SHALL BE MADE OF A 3105-TYPE ALUMINUM ALLOY SHEET PRODUCT WITH A MINIMUM TENSILE STRENGTH 29,000 PSI AND A NOMINAL THICKNESS OF 0.024”. . 2. DETAILING AND INSTALLATION SHALL BE PER MANUFACTURER'S STANDARD DESIGN. DETAILING AND INSTALLATION SHALL BE PER MANUFACTURER'S STANDARD DESIGN. 3. PROVIDE CLEANING PROCESS TO ASSURE MAXIMUM PAINT ADHESION COMPATIBLE WITH FINISH PRODUCT.PROVIDE CLEANING PROCESS TO ASSURE MAXIMUM PAINT ADHESION COMPATIBLE WITH FINISH PRODUCT.
6"= 1'-0"
TYPICAL ROOF SECTION1
ROOF DRAIN DETAIL2 ROOF CURB DETAIL3 ROOF PIPE PENTRATION DETAIL4
ROOF EXPANSION JOINT DETAIL5
SCUPPER DETAIL6
PARAPET AND COPING DETAIL7 ROOF HATCH DETAIL8
ROOF HATCH DETAIL9
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SBS-SIS MODIFIED MINERAL CAP SHEET WITH REFLECTIVE SURFACE
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MODIFIED TYPE III ASPHALT
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SBS MODIFIED BASE SHEET
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RECOVERY BOARD
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STAGGERED TAPERED INSULATION FASTENED TO DECK
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DECK
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MODIFIED TYPE III ASPHALT
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VAPOR BARRIER (ON CONCRETE DECK)
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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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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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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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PIPE THROUGH ROOF OR CONDUIT
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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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HPR MODIFIED MEMBRANE
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BASE FLASHING PLY 6" MIN.
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FLASHING PLY 9" MIN
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HPR MODIFIED MEMBRANE
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COUNTERFLASHING ANCHORED
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TO STRIPPING
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CEMENT AND PRIME PRIOR
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SET METAL FLANGE IN ROOF
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EXISTING FASCIA. DO NOT DISTURB
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POLYURETHANE SEALANT
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INSULATION STAGGER ALL JOINTS, FASTEN PER SPECIFICATION
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BASE PLY
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METAL DECK
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CANT STRIP
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INSULATION STAGGER ALL JOINTS, FASTEN PER SPECIFICATION
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BASE PLY
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METAL DECK
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24" MAX.
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BASE FLASHING PLY 6" MIN.
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HPR MODIFIED MEMBRANE FLASHING PLY
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HPR MODIFIED MEMBRANE
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ALL PLIES SET IN BITUMEN SEE SPECIFICATIONS FOR SURFACING
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SLOPE PER SPECIFICATION
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6" CONCEALED SPLICE PLATE @ EACH JOINT
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16 GA ANCHOR CHAIR
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(4) FASTENERS PER ANCHOR CHAIR
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CANT FASTENED TO NAILER
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INSULATION STAGGER ALL JOINTS, FASTEN PER SPECIFICATION
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HPR MODIFIED MEMBRANE
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BASE PLY
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METAL DECK
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ALL PLIES SET IN BITUMEN SEE SPECIFICATIONS FOR SURFACING
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EXTERIOR LOCK PROVISION
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INTERIOR HANDLE
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8" MIN.
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RUBBERIZED ASPHALT SEALANT
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TERMINATION BAR FASTENED 8" O.C.
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FASTENER WITH NEOPRENE WASHER
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ANCHORS BY OTHERS
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ROOF HATCH
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INTEGRAL CAP FLASHING
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CONTINUOUS BUTYL TAPE
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4" MIN.
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STRUCTURAL DECK
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HPR MODIFIED MEMBRANE
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BASE PLY
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TEMPERATURE APPROPRIATE ELASTOMERIC SEALANT
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LIGHT WEIGHT INSULATING CONCRETE
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RUBBERIZED ASPHALT SEALANT
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STORM COLLAR SET IN MASTIC, PRIME FLANGE
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UMBRELLA
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DRAWBAND OR WELD UMBRELLA TO STACK
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HEAT STACK
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NAILED BASE SHEET
AutoCAD SHX Text ALL PLIES SET IN BITUMEN SEE SPECIFICATIONS FOR SURFACING. SEAL UNDERSIDE OF DECK PENETRATIONS AS PER ROOFING MFR RECOMMENDATIONS.
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SHEET:
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MARINE CORPS BASE
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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CAMP LEJEUNE, NORTH CAROLINA
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DESIGN DIR.
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SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
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SPEC.
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SCALE:
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SATISFACTORY TO:
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APPROVED: PWO OR OICC:
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DR.
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DES.
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CHK.
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CONST. CONTR. NO.
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DATE:
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DATE:
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OF
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NA
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NOTED
AutoCAD SHX Text 23-0028
AutoCAD SHX Text 60041218
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ROOF DETAILS
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ROOF REPAIRS BUILDINGS
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31 OCT. 2024
AutoCAD SHX Text PWO or OICC
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31 OCT. 2024
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PWO OR OICC
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J.F. ORR
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MARK RAMSDELL
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KELLY ROOT
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MARK RAMSDELL
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MARK RAMSDELL
AutoCAD SHX Text A103
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FINAL 31 OCT. 2024
AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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AutoCAD SHX Text A103
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AutoCAD SHX Text A103
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AutoCAD SHX Text A103
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AutoCAD SHX Text A103
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text A103
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AutoCAD SHX Text A103
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text A103
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AutoCAD SHX Text A103
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A103
| Sheets and Views |
| 23-0028 Roof Repairs 1323-T1 |
| 23-0028 Roof Repairs 1323-A101 |
| 23-0028 Roof Repairs 1323-A102 |
| 23-0028 Roof Repairs 1323-A103 |
File details come from the government source that posted it. Updated .