20M059CN Building HP275-HP285-HP295 Roof Repairs SOW.pdf

MARINE CORPS BASE, CAMP LEJEUNE, N.C.

ROOF REPAIRS -

HP275, HP285, HP295

AREA MAP

VICINTY MAP

LOCATION

MAP

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US 17

AutoCAD SHX Text Beulaville

AutoCAD SHX Text Burgaw

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AutoCAD SHX Text Warsaw

AutoCAD SHX Text Magnolia

AutoCAD SHX Text Rosehill

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US 117

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US 421

AutoCAD SHX Text Wallace

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AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text Scott Hill

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US 17

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NEW RIVER

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AutoCAD SHX Text Dixon

AutoCAD SHX Text Jacksonville

AutoCAD SHX Text Verona

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AutoCAD SHX Text Pink

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US 70

AutoCAD SHX Text New Bern

AutoCAD SHX Text Havelock

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NEUSE

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AutoCAD SHX Text Trenton

AutoCAD SHX Text Comfort

AutoCAD SHX Text Kinston

AutoCAD SHX Text Dover

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%%UOAK GROVE

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AutoCAD SHX Text Maysville

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%%UCHERRY POINT

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US 70

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RIVER

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AutoCAD SHX Text Beaufort

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DRAWING INDEX

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TITLE SHEET AND AREA MAPS

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NOTES AND SPECIFICATIONS

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DTL1

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HP275 DETAILS

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DTL2

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HP285 DETAILS

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DTL3

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HP295 DETAILS

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DTL4

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ROOF DETAILS

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DTL5

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ROOF DETAILS

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DTL6

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ROOF DETAILS

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DTL7

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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 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 THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE 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 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 REPAIRS - HP275, HP285, HP295

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MACC NUMBER:

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PROJECT NUMBER: 20M059CN

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CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE MULTIPLE

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SHEET OF OF OF

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TITLE SHEET AND AREA MAPS

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DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE 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 THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE 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 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.

AutoCAD SHX Text GENERAL NOTES/ENVIRONMENTAL NOTES: 1. TO ACCESS SITE CONTACT MCBL CONSTRUCTION MANAGER. TO ACCESS SITE CONTACT MCBL CONSTRUCTION MANAGER. 2. THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. CONTRACTOR SHALL BE 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. NUMBER OF ITEMS AND LOCATIONS SHOWN ARE APPROXIMATE, CONTRACTOR MUST VERIFY ALL CONDITIONS AND INCLUDE IN SCOPE OF WORK ACCORDINGLY. 3. CONSTRUCTION MATERIALS INDICATED ARE GENERAL IN NATURE AND ARE NOT INTENDED TO FULLY DESCRIBE THE EXISTING CONSTRUCTION CONSTRUCTION MATERIALS INDICATED ARE GENERAL IN NATURE AND ARE NOT INTENDED TO FULLY DESCRIBE THE EXISTING CONSTRUCTION PRESENT. 4. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. 5. DIMENSIONS PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR TO UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY DIMENSIONS PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR TO UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS. 6. 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. 7. CONTRACTOR SHALL INSURE THAT THE BUILDING REMAINS WATERTIGHT THROUGH OUT THE CONSTRUCTION OPERATIONS AND AT THE END OF CONTRACTOR SHALL INSURE THAT THE BUILDING REMAINS WATERTIGHT THROUGH OUT THE CONSTRUCTION OPERATIONS AND AT THE END OF EACH DAY. 8. SUBMITTALS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER CONTRACTING REPRESENTATIVE FOR APPROVAL. SUBMITTALS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER CONTRACTING REPRESENTATIVE FOR APPROVAL. 9. REMOVE ALL DAMAGED OR LOOSE BUILDING COMPONENTS, PATCH TO MATCH EXISTING, PREPARE TO RECEIVE NEW FINISHES. REMOVE ALL DAMAGED OR LOOSE BUILDING COMPONENTS, PATCH TO MATCH EXISTING, PREPARE TO RECEIVE NEW FINISHES. 10. METHOD OF REMOVAL OF ANY BUILDING COMPONENT SHALL BE APPROVED BY THE CO CONTRACTING REPRESENTATIVE. THE CONTRACTOR METHOD OF REMOVAL OF ANY BUILDING COMPONENT SHALL BE APPROVED BY THE CO CONTRACTING REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT REMOVAL OF EXISTING COMPONENTS DOES NOT AFFECT ADJACENT OCCUPIED AREAS. 11. THIS AREA OF WORK IS LOCATED WITHIN RESTRICTED AREAS. ACCESS TO THIS AREA SHALL BE COORDINATED WITH THE CONTRACTING THIS AREA OF WORK IS LOCATED WITHIN RESTRICTED AREAS. ACCESS TO THIS AREA SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. 12. THE NOTATION (TYP) INDICATES THAT THE CONDITION OCCURS IN MORE THAN ONE PLACE INCLUDING ALL SIMILAR CONDITIONS NOT THE NOTATION (TYP) INDICATES THAT THE CONDITION OCCURS IN MORE THAN ONE PLACE INCLUDING ALL SIMILAR CONDITIONS NOT INDIVIDUALLY NOTED. 13. COORDINATE STAGING AREA, SITE ACCESS, AND TOILET USE WITH THE CO CONTRACTING REPRESENTATIVE. COORDINATE STAGING AREA, SITE ACCESS, AND TOILET USE WITH THE CO CONTRACTING REPRESENTATIVE. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. 15. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND GOVERNMENT REQUIREMENTS. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND GOVERNMENT REQUIREMENTS. 16. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR 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. 17. CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE RESPONSIBLE FOR 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. 18. 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. 19. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND BUILDING OCCUPANTS. 20. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. 21. ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. 22. IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL ACTIVITIES, IMMEDIATELY STOP WORK. CALL 911 AND CONTACT EMD AT IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL ACTIVITIES, IMMEDIATELY STOP WORK. CALL 911 AND CONTACT EMD AT (910) 451-9017 FOR INSTRUCTIONS. 23. CONTRACTOR SHALL REVIEW ASBESTOS INSPECTION SURVEY BEFORE COMMENCING WORK.CONTRACTOR SHALL REVIEW ASBESTOS INSPECTION SURVEY BEFORE COMMENCING WORK.

AutoCAD SHX Text GENERAL NOTES - ROOFING: 1. REFERENCE MANUFACTURER'S TECHNICAL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS. REFERENCE MANUFACTURER'S TECHNICAL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS. 2. UNLESS OTHERWISE NOTED, ALL ROOF PENETRATIONS AND PLUMBING VENTS CURRENTLY LOCATED ON THE ROOF ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED, ALL ROOF PENETRATIONS AND PLUMBING VENTS CURRENTLY LOCATED ON THE ROOF ARE TO REMAIN IN PLACE SUBSEQUENT TO NEW ROOF INSTALLATION. REMOVE AND REPLACE ALL EXISTING FLASHING ELEMENTS AT ALL PENETRATIONS PRIOR TO NEW ROOFING SYSTEM INSTALLATION. 3. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS (PLUMBING, ELECTRICAL, HVAC, ETC.) WITH DEMOLITION AND RENOVATION THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS (PLUMBING, ELECTRICAL, HVAC, ETC.) WITH DEMOLITION AND RENOVATION PHASING. COORDINATE ALL SHUTDOWNS AND/OR MODIFICATIONS OF EXISTING SYSTEMS WITH THE CONSTRUCTION MANAGER. 4. THE CONTRACTOR SHALL DE-ENERGIZE ALL ELECTRIC CIRCUITS PRIOR TO DEMOLITION OF AFFECTED EQUIPMENT, RE-CONNECT, AND THE CONTRACTOR SHALL DE-ENERGIZE ALL ELECTRIC CIRCUITS PRIOR TO DEMOLITION OF AFFECTED EQUIPMENT, RE-CONNECT, AND RE-ENERGIZE ALL AFFECTED EQUIPMENT AND ELECTRICAL DEVICES AS NECESSARY TO RETURN THEM TO WORKING CONDITIONS. 5. FOR BIDDING PURPOSES, THE ROOFING CONTRACTOR SHALL INCLUDE IN THEIR BID THE REPLACEMENT OF A MINIMUM OF 5% OF THE FOR BIDDING PURPOSES, THE ROOFING CONTRACTOR SHALL INCLUDE IN THEIR BID THE REPLACEMENT OF A MINIMUM OF 5% OF THE EXISTING PLYWOOD WOOD DECK SUBSTRATE. THE NEW SUBSTRATE MUST MATCH EXISTING CONDITIONS (WOOD TYPE, WIDTH AND THICKNESS) AND MAINTAIN A SMOOTH AND EVEN TRANSITION. 6. PROPERLY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT UTILIZE THE DUMPSTER PROVIDED BY CAMP PROPERLY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT UTILIZE THE DUMPSTER PROVIDED BY CAMP LEJEUNE FOR THE OCCUPANTS OF THE BUILDINGS. 7. THE CONTRACTORS MAY ONLY USE THE CAMP LEJEUNE LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS AND BUILDING THE CONTRACTORS MAY ONLY USE THE CAMP LEJEUNE LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS AND BUILDING PRODUCTS WITH TIGHTLY ADHERED LEAD CONTAINING PAINT. THE HOURS OF OPERATION ARE 0730-1530. DELIVERY OF ACCEPTABLE MATERIALS (LEAD AND ASBESTOS) SHALL BE BY APPOINTMENT ONLY. APPOINTMENTS MADE BY PHONE AT 910-451-5011 OR 910-451-2946. 8. NON-CONTAMINATED MATERIALS: ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES NON-CONTAMINATED MATERIALS: ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES BEFORE BEING REMOVED FROM THE BASE. CONTRACTORS UTILIZING THE BASE SCALES WILL REQUIRE CONTRACTING OFFICER ASSISTED PRE-REGISTRATION WITH THE LANDFILL MANAGER. THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE LANDFILL. ALL HAUL VEHICLES WILL MAINTAIN A SECURE VEHICLE PLACARD AS A CONDITION TO UTILIZE THE SCALE. E-MAIL THE CONTRACT INFORMATION TO THE LANDFILL CLERK, INCLUDING THE NAME ON THE PRIME CONTRACTOR, CONTRACT NUMBER, JOB NAME/DESCRIPTION, COMPLETION DATE AND WHETHER OR NOT ANY OF THE ABOVE MATERIALS WILL BE DELIVERED TO THE LANDFILL. HAULING AND OFF-BASE LANDFILL COSTS SHALL BE INCLUDED IN THE CONTRACT.

AutoCAD SHX Text SUBMITTALS: 1. MATERIAL SELECTION AND COLORS FOR STANDING SEAM METAL MATERIAL SELECTION AND COLORS FOR STANDING SEAM METAL ROOF SYSTEM, UNDERLAYMENT, EDGE METAL, FASCIA, GUTTERS/DOWNSPOUTS, AND LOUVERS IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 2. REMEDIATION PLAN FOR LEAD BASED PAINT AND ASBESTOS IS REMEDIATION PLAN FOR LEAD BASED PAINT AND ASBESTOS IS REQUIRED PRIOR TO THE START OF CONSTRUCTION.

AutoCAD SHX Text MISCELLANEOUS INFORMATION: 1. FACILITY ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THRU THE CONTRACTING OFFICER'S REPRESENTATIVE FACILITY ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THRU THE CONTRACTING OFFICER'S REPRESENTATIVE FOR THE ROICC'S OFFICE. THE CONTRACTOR SHALL NOT CONTACT THE FACILITY REPRESENTATIVE DIRECTLY UNDER ANY CIRCUMSTANCES. ALL COORDINATION SHALL BE DONE WITH THE CONSTRUCTION MANAGER ONLY. 2. THIS FACILITY IS OPERATIONAL ALL YEAR ROUND DURING ALL HOURS. CONTRACTOR SHALL NOT DISRUPT THE BUILDING FUNCTIONS THIS FACILITY IS OPERATIONAL ALL YEAR ROUND DURING ALL HOURS. CONTRACTOR SHALL NOT DISRUPT THE BUILDING FUNCTIONS UNLESS COORDINATED WITH AND AGREED WITH THE FACILITY MANAGER. 3. IF THE CONTRACTOR IS UNABLE TO COMPLETE CERTAIN CONSTRUCTION ASPECTS WITHOUT AFFECTING THE BUILDING OPERATION, THE IF THE CONTRACTOR IS UNABLE TO COMPLETE CERTAIN CONSTRUCTION ASPECTS WITHOUT AFFECTING THE BUILDING OPERATION, THE CONTRACTOR SHALL REQUEST PERMISSION TO SCHEDULE ANY SHUTDOWN TEN (10) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. COORDINATE WITH THE CONSTRUCTION MANAGER. 4. ANY ITEM SCHEDULED TO BE REMOVED, PROTECTED AND RE-INSTALLED, CONTRACTOR SHALL NOTIFY C.O. IMMEDIATELY IF DAMAGED. ANY ITEM SCHEDULED TO BE REMOVED, PROTECTED AND RE-INSTALLED, CONTRACTOR SHALL NOTIFY C.O. IMMEDIATELY IF DAMAGED.

AutoCAD SHX Text HAZARDOUS MATERIALS: 1. CAMP LEJEUNE ASBESTOS PROGRAM MANAGER IS FRAZIER TRUSTY, CAMP LEJEUNE ASBESTOS PROGRAM MANAGER IS FRAZIER TRUSTY, 910-451-7018. 2. THE CONTRACTOR MUST SURVEY THE EXISTING CONDITIONS THE CONTRACTOR MUST SURVEY THE EXISTING CONDITIONS AFFECTED BY THIS PROJECT. IF ASBESTOS MATERIALS ARE FOUND THE CONTRACTOR MUST ABATE ALL SUCH MATERIALS. 3. FASCIA CONTAINS LEAD BASED PAINT. FASCIA CONTAINS LEAD BASED PAINT.

AutoCAD SHX Text UFC CRITERIA: INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. UFC 1-200-01 DOD, GENERAL BUILDING REQUIREMENTS. UFC 1-200-01 DOD, GENERAL BUILDING REQUIREMENTS. 2. UFC 4-010-01 D0D, MINIMUM ANTITERRORISM STANDARDS FOR UFC 4-010-01 D0D, MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS. 3. INTERNATIONAL BUILDING CODE (IBC). INTERNATIONAL BUILDING CODE (IBC). 4. LIFE SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 101) 5. ARCHITECTURAL BARRIERS ACT (ABA). ARCHITECTURAL BARRIERS ACT (ABA). 6. AMERICANS WITH DISABILITIES ACT (ADA). AMERICANS WITH DISABILITIES ACT (ADA). 7. ICC/ANSI A117.1. ICC/ANSI A117.1. 8. ALL APPLICABLE DESIGN CRITERIA (DOD). ALL APPLICABLE DESIGN CRITERIA (DOD). 9. NFPA 10 PORTABLE FIRE EXTINGUISHERS. NFPA 10 PORTABLE FIRE EXTINGUISHERS. 10. NFPA 72 FIRE ALARM AND SIGNALING CODE. NFPA 72 FIRE ALARM AND SIGNALING CODE. 11. NFPA FIRE DOORS AND OTHER OPENINGS PROTECTIVES. NFPA FIRE DOORS AND OTHER OPENINGS PROTECTIVES.

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ROOF REPAIRS - HP275, HP285, HP295

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MACC NUMBER:

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PROJECT NUMBER: 20M059CN

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CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE MULTIPLE

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SHEET OF OF OF

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NOTES AND SPECIFICATIONS

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ASPHALT SHINGLE ROOF

TYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN

ASPHALT SHINGLE ROOF

TYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN

MECH 5

MECH 3

11'-4"

308'-4"

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EXISTING CONDITIONS:

GENERAL REQUIREMENTS:

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EXPANSION JOINT PLUMBING VENT ROOF HATCH FALL PROTECTION EXHAUST FAN

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1. REMOVE AND DISPOSE OF EXISTING FALL PROTECTION. REMOVE AND DISPOSE OF EXISTING FALL PROTECTION. 2. REMOVE EXISTING LIGHTNING PROTECTION IF APPLICABLE. REMOVE EXISTING LIGHTNING PROTECTION IF APPLICABLE. 3. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING SHINGLES, EDGE METAL, AND REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING SHINGLES, EDGE METAL, AND UNDERLAYMENT) DOWN TO THE DECK. 4. REMOVE ROTTED OR DAMAGED DECKING AND REPLACE WITH LIKE MATERIAL UP TO 5% OF AREA OF REMOVE ROTTED OR DAMAGED DECKING AND REPLACE WITH LIKE MATERIAL UP TO 5% OF AREA OF ROOF. 5. INSTALL NEW ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. INSTALL NEW ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. 6. INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE AS THE INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE AS THE UNDERLAYMENT FOR THE STANDING SEAM METAL ROOF. 7. INSTALL A NEW ELASTOMERIC EXPANSION JOINT RECOMMENDED BY THE STANDING SEAM METAL ROOF INSTALL A NEW ELASTOMERIC EXPANSION JOINT RECOMMENDED BY THE STANDING SEAM METAL ROOF MANUFACTURER AT EXISTING LOCATIONS. 8. INSTALL NEW ALUMINUM STANDING SEAM METAL ROOF WITH A VENTED RIDGE CAP, COLOR TO BE SUEDE. INSTALL NEW ALUMINUM STANDING SEAM METAL ROOF WITH A VENTED RIDGE CAP, COLOR TO BE SUEDE. 9. INSTALL PANEL CLIPS AS PER THE MANUFACTURERS RECOMMENDATION FOR A 150 MPH WIND IN INSTALL PANEL CLIPS AS PER THE MANUFACTURERS RECOMMENDATION FOR A 150 MPH WIND IN ACCORDANCE WITH THE UNIFORM BUILDING CODE FOR NORTH CAROLINA. 10. INSTALL PIPE BOOTS RECOMMENDED BY THE STANDING SEAM METAL ROOF MANUFACTURER ON EXISTING INSTALL PIPE BOOTS RECOMMENDED BY THE STANDING SEAM METAL ROOF MANUFACTURER ON EXISTING VENT PIPES. 11. INSTALL PERMANENT FALL PROTECTION. INSTALL PERMANENT FALL PROTECTION. 12. ALL MEASUREMENTS SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE BID ALL MEASUREMENTS SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE BID

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APPLY TO THIS SHEET ONLY

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ROOF REPAIRS - HP275, HP285, HP295

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MACC NUMBER:

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PROJECT NUMBER: 20M059CN

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CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE MULTIPLE

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SHEET OF OF OF

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HP275 DETAILS

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DTL1

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ASPHALT SHINGLE ROOF

TYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN

ASPHALT SHINGLE ROOF

TYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN

MECH 5

MECH 3

11'-4"

308'-4"

11'-4"

5:125:12

5:12

5:125:12

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5:12

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5:12 5:125:12 5:12

BLDG. HP285 - WEST ELEVATION - EXISTING CONDITIONS

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BLDG. HP285 - EAST ELEVATION - EXISTING CONDITIONS

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BLDG. HP285 - ROOF PLAN - EXISTING CONDITIONS

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BLDG. HP285 - NORTH/SOUTH ELEVATION - EXISTING CONDITIONS

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4 4 4 4 41

EXISTING CONDITIONS:

GENERAL REQUIREMENTS:

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EXPANSION JOINT PLUMBING VENT ROOF HATCH FALL PROTECTION EXHAUST FAN

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1. REMOVE AND DISPOSE OF EXISTING FALL PROTECTION. REMOVE AND DISPOSE OF EXISTING FALL PROTECTION. 2. REMOVE EXISTING LIGHTNING PROTECTION IF APPLICABLE. REMOVE EXISTING LIGHTNING PROTECTION IF APPLICABLE. 3. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING SHINGLES, EDGE METAL, AND REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING SHINGLES, EDGE METAL, AND UNDERLAYMENT) DOWN TO THE DECK. 4. REMOVE ROTTED OR DAMAGED DECKING AND REPLACE WITH LIKE MATERIAL UP TO 5% OF AREA OF REMOVE ROTTED OR DAMAGED DECKING AND REPLACE WITH LIKE MATERIAL UP TO 5% OF AREA OF ROOF. 5. INSTALL NEW ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. INSTALL NEW ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. 6. INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE AS THE INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE AS THE UNDERLAYMENT FOR THE STANDING SEAM METAL ROOF. 7. INSTALL A NEW ELASTOMERIC EXPANSION JOINT RECOMMENDED BY THE STANDING SEAM METAL ROOF INSTALL A NEW ELASTOMERIC EXPANSION JOINT RECOMMENDED BY THE STANDING SEAM METAL ROOF MANUFACTURER AT EXISTING LOCATIONS. 8. INSTALL NEW ALUMINUM STANDING SEAM METAL ROOF WITH A VENTED RIDGE CAP, COLOR TO BE SUEDE. INSTALL NEW ALUMINUM STANDING SEAM METAL ROOF WITH A VENTED RIDGE CAP, COLOR TO BE SUEDE. 9. INSTALL PANEL CLIPS AS PER THE MANUFACTURERS RECOMMENDATION FOR A 150 MPH WIND IN INSTALL PANEL CLIPS AS PER THE MANUFACTURERS RECOMMENDATION FOR A 150 MPH WIND IN ACCORDANCE WITH THE UNIFORM BUILDING CODE FOR NORTH CAROLINA. 10. INSTALL PIPE BOOTS RECOMMENDED BY THE STANDING SEAM METAL ROOF MANUFACTURER ON EXISTING INSTALL PIPE BOOTS RECOMMENDED BY THE STANDING SEAM METAL ROOF MANUFACTURER ON EXISTING VENT PIPES. 11. INSTALL PERMANENT FALL PROTECTION. INSTALL PERMANENT FALL PROTECTION. 12. ALL MEASUREMENTS SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE BID ALL MEASUREMENTS SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE BID

AutoCAD SHX Text

APPLY TO THIS SHEET ONLY

AutoCAD SHX Text

ROOF REPAIRS - HP275, HP285, HP295

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MACC NUMBER:

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PROJECT NUMBER: 20M059CN

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CHELSEA KREILEY

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USMC CAMP LEJEUNE

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BLDG #: MULTIPLE MULTIPLE

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SHEET OF OF OF

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HP285 DETAILS

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DTL2

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ASPHALT SHINGLE ROOF

TYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN

ASPHALT SHINGLE ROOF

TYP. FASCIA PANEL, GUTTER, & SOFFIT - CLEAN

MECH 1

MECH 5

MECH 3

11'-4"

308'-4"

11'-4"

5:125:12

5:12

5:125:12

5:125:12 5:125:12

5:12 5:12

5:12

5:12 5:12

5:12 5:125:12 5:12

BLDG. HP295 - WEST ELEVATION - EXISTING CONDITIONS

NTS

BLDG. HP295 - EAST ELEVATION - EXISTING CONDITIONS

NTS

BLDG. HP295 - ROOF PLAN - EXISTING CONDITIONS

NTS

BLDG. HP295 - NORTH/SOUTH ELEVATION - EXISTING CONDITIONS

NTS

EXISTING CONDITIONS:

2 2

GENERAL REQUIREMENTS:

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EXPANSION JOINT PLUMBING VENT ROOF HATCH FALL PROTECTION EXHAUST FAN

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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1. REMOVE AND DISPOSE OF EXISTING FALL PROTECTION. REMOVE AND DISPOSE OF EXISTING FALL PROTECTION. 2. REMOVE EXISTING LIGHTNING PROTECTION IF APPLICABLE. REMOVE EXISTING LIGHTNING PROTECTION IF APPLICABLE. 3. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING SHINGLES, EDGE METAL, AND REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM (INCLUDING SHINGLES, EDGE METAL, AND UNDERLAYMENT) DOWN TO THE DECK. 4. REMOVE ROTTED OR DAMAGED DECKING AND REPLACE WITH LIKE MATERIAL UP TO 5% OF AREA OF REMOVE ROTTED OR DAMAGED DECKING AND REPLACE WITH LIKE MATERIAL UP TO 5% OF AREA OF ROOF. 5. INSTALL NEW ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. INSTALL NEW ALUMINUM DRIP EDGE, COLOR TO BE BONE WHITE. 6. INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE AS THE INSTALL A NEW SELF-ADHERING ICE AND WATER MEMBRANE OVER THE ENTIRE ROOF SURFACE AS THE UNDERLAYMENT FOR THE STANDING SEAM METAL ROOF. 7. INSTALL A NEW ELASTOMERIC EXPANSION JOINT RECOMMENDED BY THE STANDING SEAM METAL ROOF INSTALL A NEW ELASTOMERIC EXPANSION JOINT RECOMMENDED BY THE STANDING SEAM METAL ROOF MANUFACTURER AT EXISTING LOCATIONS. 8. INSTALL NEW ALUMINUM STANDING SEAM METAL ROOF WITH A VENTED RIDGE CAP, COLOR TO BE SUEDE. INSTALL NEW ALUMINUM STANDING SEAM METAL ROOF WITH A VENTED RIDGE CAP, COLOR TO BE SUEDE. 9. INSTALL PANEL CLIPS AS PER THE MANUFACTURERS RECOMMENDATION FOR A 150 MPH WIND IN INSTALL PANEL CLIPS AS PER THE MANUFACTURERS RECOMMENDATION FOR A 150 MPH WIND IN ACCORDANCE WITH THE UNIFORM BUILDING CODE FOR NORTH CAROLINA. 10. INSTALL PIPE BOOTS RECOMMENDED BY THE STANDING SEAM METAL ROOF MANUFACTURER ON EXISTING INSTALL PIPE BOOTS RECOMMENDED BY THE STANDING SEAM METAL ROOF MANUFACTURER ON EXISTING VENT PIPES. 11. INSTALL PERMANENT FALL PROTECTION. INSTALL PERMANENT FALL PROTECTION. 12. ALL MEASUREMENTS SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE BID ALL MEASUREMENTS SHALL BE FIELD VERIFIED BY CONTRACTOR BEFORE BID

AutoCAD SHX Text

APPLY TO THIS SHEET ONLY

AutoCAD SHX Text

ROOF REPAIRS - HP275, HP285, HP295

AutoCAD SHX Text

MACC NUMBER:

AutoCAD SHX Text

PROJECT NUMBER: 20M059CN

AutoCAD SHX Text

CHELSEA KREILEY

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG #: MULTIPLE MULTIPLE

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SHEET OF OF OF

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HP295 DETAILS

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DTL3

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VALLEY DETAIL

NTS

FIXED RIDGE/HIP DETAIL

NTS

EAVE W/ GUTTER DETAIL

NTS

FIXED VENTED RIDGE/HIP DETAIL

NTS

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FASTENERS (2) TWO PER CLIP

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ERECTOR NOTE: FIX PANELS AT FIRST PANEL CLIP.

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SEALANT APPLIED @ INTERSECTION OF HEAD CLOSURE TRIM TO VERTICAL PANEL LEG.

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STRAIGHT PANEL CUT: TURN UP PANEL PAN USING PAN-END TOOL.

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SKEWED PANEL CUT: TURN UP PANEL PAN USING HAND TOOLS BY ERECTOR.

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RIDGE/HIP TRIM

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FASTENERS @ SEAMS

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OFF-SET CLEAT

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PANEL CAP

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PANEL CLIP

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PANEL

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NOTE: NO FASTENER PENETRATIONS THROUGH PANEL AT RIDGE

AutoCAD SHX Text 1"

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

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BUTYL SEALANT SANDWICHED BETWEEN VERTICAL PANEL LEGS.

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

AutoCAD SHX Text CONTINUOUS NEOPRENE FOAM CLOSURE. APPLY (2) ROWS OF GUNABLE NON-CURING BUTYL SEALANT.

AutoCAD SHX Text

FASTENERS (2) TWO PER CLIP

AutoCAD SHX Text PANEL CLIP. -INSTALL CLIP AS CLOSE TO THE VALLEY EDGE AS POSSIBLE TO AID IN DOWNWARD PRESSURE BY PULLING THE PANEL PAN TIGHT INTO THE FOAM CLOSURE.

AutoCAD SHX Text #44- " STAINLESS STEEL 18" STAINLESS STEEL 6 EA. PER PANEL MINIMUM WITH MAXIMUM SPACING OF 4". *DO NOT *DO NOT PENETRATE VALLEY TRIM.

AutoCAD SHX Text

TURN DOWN PANEL SEAM CAPS IN FIELD.

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PANEL

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SEAM CAP

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HOLD-DOWN CLEAT

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VALLEY CLOSURE

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VALLEY TRIM

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#44-1/8" S.S. RIVETS

AutoCAD SHX Text 2" GUTTER STRAP @ 19" o.c. max. FIELD HEM TO PROVIDE FOR DOUBLE MATERIAL THICKNESS.

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OUTLET TUBE

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DOWNSPOUT

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EDGE STIFFENER *DOUBLE MATERIAL THICKNESS

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FASTENERS

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SEALANT BED SANDWICHED BETWEEN VERTICAL PANEL LEGS.

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TURN DOWN PANEL SEAM CAPS IN FIELD.

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CONTINUOUS NEOPRENE FOAM CLOSURE.

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#62-3/16" STAINLESS STEEL, CLOSED-END (WATERTIGHT) RIVETS.

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FASTENERS (2) TWO PER CLIP

AutoCAD SHX Text

SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

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PANEL CLIP

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SEAM CAP

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PANEL

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6" OVERSIZED GUTTER FASTENED @ 6" O.C.

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SEALANT APPLIED @ INTERSECTION OF HEAD CLOSURE TRIM TO VERTICAL PANEL LEG.

AutoCAD SHX Text 1/2"

AutoCAD SHX Text #44-1/8" STAINLESS STEEL RIVETS @ 12"o.c., PRE-PAINTED TO MATCH.

AutoCAD SHX Text

FASTENERS (2) TWO PER CLIP

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UNDERLAYMENT OVER EXISTING SUBSTRATE.

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SKEWED PANEL CUT: BEND PANEL PAN WITH HAND-TOOLS BY ERECTOR.

AutoCAD SHX Text

ERECTOR NOTE: FIX PANEL TO CLIP AT THIS LOCATION.

AutoCAD SHX Text

VENT STRIP, STAINLESS STEEL, SUPPLIED IN 10'-0" LENGTHS.

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STRAIGHT PANEL CUT: BEND PANEL PAN WITH PAN-END TOOL.

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SEAM CAP

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PANEL CLIP

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PANEL

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RIDGE/HIP TRIM TRIM

AutoCAD SHX Text FASTENER @ SEAMS AND @ 6"o.c. MAX. BETWEEN SEAMS INTO CLOSURE

AutoCAD SHX Text

ROOF REPAIRS - HP275, HP285, HP295

AutoCAD SHX Text

MACC NUMBER:

AutoCAD SHX Text

PROJECT NUMBER: 20M059CN

AutoCAD SHX Text

CHELSEA KREILEY

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG #: MULTIPLE MULTIPLE

AutoCAD SHX Text

SHEET OF OF OF

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ROOF DETAILS

AutoCAD SHX Text

DTL4

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RAKE DETAIL

RAKE W/ VERTICAL PANEL DETAIL

NTS

EXPANSION JOINT DETAIL

NTS

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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE

AutoCAD SHX Text

FASTENERS (2) TWO PER CLIP

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HOLD-DOWN CLEAT

AutoCAD SHX Text FIELD CLINCH 2" @ 36" o.c. max.

AutoCAD SHX Text

FASTENER W' NEOPRENE WASHER/PRE-PAINTED STAINLESS STEEL RIVET @ EACH GABLE CLIP

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GABLE CLIP

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RAKE TRIM

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HOLD-DOWN CLEAT

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ERECTOR NOTE: FIX PANELS AT FIRST PANEL CLIP.

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CLINCH CLOSED IN FIELD CONTINUOUSLY

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FASTENERS (2) TWO PER CLIP

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CONTINUOUS BUTYL TAPE APPLIED BETWEEN HEAD CLOSURE AND OFF-SET CLEAT.

AutoCAD SHX Text HEAD CLOSURE W' FACTORY FORMED NEOPRENE INSERT. FASTEN @ EACH SEAM CAP AND SET IN SEALANT BED..

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FOR PANEL TERMINATION OPTIONS.

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FASTENERS @ SEAMS

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SEAM CAP

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PANEL

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PANEL CLIP

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SUBSTRATE

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RAKE TRIM

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GABLE CLIP

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FASTENER W' NEOPRENE WASHER/PRE-PAINTED STAINLESS STEEL RIVET @ EACH GABLE CLIP

AutoCAD SHX Text

FOR PANEL TERMINATION OPTIONS.

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CONTINUOUS SELF-ADHERING NEOPRENE. ADHERE TO LEG.

AutoCAD SHX Text

CONTINUOUS SELF-ADHERING NEOPRENE. ADHERE TO LEG.

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

EXP. + 1/2"

AutoCAD SHX Text

EXP.

AutoCAD SHX Text 1"

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

EXP.

AutoCAD SHX Text

EXPANSION JT. COVER

AutoCAD SHX Text GABLE CLIP @ 24"o.c. MAX. EACH SIDE

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PANEL

AutoCAD SHX Text

EXPANSION JT. FRAME

AutoCAD SHX Text

ELASTOMERIC MEMBRANE

AutoCAD SHX Text NOTE: EXTEND EXPANSION JOINT COVER OVER THE RIDGE CAP AND 'TURN DOWN' ENDS A MIN. OF 1 1/2" ON BOTH SIDES. ANCHOR EXPANSION JOINT COVERS TO EACH OTHER WITH MINIMUM OF (4) #44-1/8" STAINLESS STEEL RIVETS SET IN SEALANT. IMPORTANT NOTE: EXPANSION JOINT COVERS 'MUST' FLOAT TO ALLOW FOR PROPER THERMAL MOVEMENT.

AutoCAD SHX Text EXPANSION JOINT COVER & & EXPANSION JOINT FRAME. 1. NOTCH AND LAP 2" 2. SET IN SEALANT.

AutoCAD SHX Text

%%UTRIM LAP NOTE FOR:

AutoCAD SHX Text

UNDERLAYMENT OVER EXISTING SUBSTRATE.

AutoCAD SHX Text

FASTENERS (2) TWO PER CLIP

AutoCAD SHX Text

FASTENER W' NEOPRENE WASHER OR S.S. RIVET @ EACH GABLE CLIP.

AutoCAD SHX Text

REFER TO PANEL ADJUSTMENT DETAILS TO REDUCE PANEL WIDTH.

AutoCAD SHX Text

NEOPRENE CLOSURE: SELF-ADHERING, INSTALL CONTINUOUSLY.

AutoCAD SHX Text

NOTE: MAINTAIN CLEARANCE FOR SYSTEM MOVEMENT.

AutoCAD SHX Text

ROOF REPAIRS - HP275, HP285, HP295

AutoCAD SHX Text

MACC NUMBER:

AutoCAD SHX Text

PROJECT NUMBER: 20M059CN

AutoCAD SHX Text

CHELSEA KREILEY

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG #: MULTIPLE MULTIPLE

AutoCAD SHX Text

SHEET OF OF OF

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ROOF DETAILS

AutoCAD SHX Text

DTL5

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PIPE BOOT THROUGH PANEL SEAM

PIPE BOOT THROUGH PANEL DETAIL

NTS

DETAIL1

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NOTE: FLATTEN PANEL RIBS TO ALLOW BOOT TO NEST FLAT AGAINST THE PANEL PAN.

AutoCAD SHX Text

VENT PIPE

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STAINLESS STEEL DRAW BAND

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PIPE BOOT, SET IN CONT' BUTYL SEALANT

AutoCAD SHX Text

TURN EDGE OF HOLE IN PAN TO STIFFEN

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CUT PANEL TO ALLOW FOR EXPANSION MOVEMENT AROUND PIPE PENETRATION.

AutoCAD SHX Text

THERMAL MOVEMENT ALLOWANCES

AutoCAD SHX Text FLATTEN PANEL RIBS AROUND CUT OPENING TO ALLOW Z-PURLIN FRAME TO SEAL TIGHT AGAINST PANEL PAN.

AutoCAD SHX Text

VENT PIPE

AutoCAD SHX Text

APPLY CONTINUOUS TRI-POLYMER SEALANT AROUND OUTER PERIMETER OF Z-PURLIN FRAME.

AutoCAD SHX Text

%%USECTION A-A

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#44-1/8" S.S WATERTIGHT RIVET @ 2" O.C. MAX.

AutoCAD SHX Text

FILL Z-PURLIN FRAME WITH SEALANT PRIOR TO HOOKING ONTO CUT PANEL EDGE.

AutoCAD SHX Text

CUT PANEL EDGE

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NOTE: PANEL MESAS NOT SHOWN FOR CLARITY.

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%%UPLAN VIEW

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VERTICAL LEG OF Z-FRAME BELOW.

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PIPE BOOT FASTENERS AS RECOMMENDED BY MANUFACTURER.

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APPLY CONTINUOUS TRI-POLYMER SEALANT AROUND OUTER PERIMETER OF Z-PURLIN FRAME.

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KEY:

AutoCAD SHX Text

LOWER CAP

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UPPER CAP

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CLOSE PROXIMITY TO VERTICAL Z-FRAME UNDERNEATH FOR MAX. SUPPORT.

AutoCAD SHX Text

TURN DOWN TABS FOR ADDED STIFFENING OF TRIM CAPS

AutoCAD SHX Text

UNDERLAYMENT

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FILL VOID WITH TRI-POLYMER SEALANT BETWEEN Z-FRAME AND TOP OF SEAM CAP

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%%USECTION B-B

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UPPER CAP

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LOWER CAP

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LOWER CAP

AutoCAD SHX Text

UPPER CAP

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CAP LAP

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WATERTIGHT RIVET

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7/8" X 1/8" BUTYL TAPE

AutoCAD SHX Text

TRI-POLYMER SEALANT

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text

COMPRESSION RING

AutoCAD SHX Text

#44-1/8" S.S WATERTIGHT RIVET @ 4" O.C. MAX.

AutoCAD SHX Text

FILL TRIM CAP WITH SEALANT PRIOR TO INSTALLING.

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

CAP LAP RIVETED AND SEALED

AutoCAD SHX Text

BEND Z-FRAME TABS OVER, SET IN SEALANT, RIVET. *SEE PLAN VIEW BELOW.

AutoCAD SHX Text

Z-FRAME

AutoCAD SHX Text

ROOF REPAIRS - HP275, HP285, HP295

AutoCAD SHX Text

MACC NUMBER:

AutoCAD SHX Text

PROJECT NUMBER: 20M059CN

AutoCAD SHX Text

CHELSEA KREILEY

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG #: MULTIPLE MULTIPLE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

ROOF DETAILS

AutoCAD SHX Text

DTL6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NTS

DTL3

HEAD TRIM

OFF-SET CLEAT

METAL HEAD

CLOSURE

NEOPRENE BLOCKS

VENT FLASHING

RAIN DIVERTER.

ADHERE WITH SEALANT.

UPPER PANELS

REMOVE SEAM EDGE TO

BOTTOM OF UPPER

PANELS.

VALLEY PAN

FORM MIMICK PANEL LEG.

TAPER TO ALLOW TOP

TO FIT UNDER PANELS

AND BOTTOM TO FIT

OVER VALLEY PAN.

BEND TAB OVER INSERT

FLASHING

HEM BOTTOM TO

ENGAGE OFF-SET CLEAT

INSERT FLASHING

FINISH SIDE OUT.

FORMED METAL

HEAD CLOSURE.

WATERPROOF RIVETS,

SET IN SEALANT

1/16"x1" BUTYL TAPE

REMOVE SEAM EDGE TO

BOTTOM OF VALLEY PAN

FORM MIMICK PANEL LEG.

TAPER TO ALLOW TOP TO FIT

UNDER PANELS AND BOTTOM TO

FIT OVER VALLEY PAN.

JAMB PAN

HEM BOTTOM TO

ENGAGE OFF-SET CLEAT.

REMOVE PANEL SEAM EDGE TO

BOTTOM OF JAMB PAN.

ERECTOR NOTE:

DRY IN SUBSTRATE WITH ICE AND WATER SHIELD

PRIOR TO INSTALLING PANELS. BEGIN

INSTALLATION AT EAVE, WORKING UP ROOF

SLOPE KEEPING IN MIND TO ALWAYS ALLOW

WATER TO SHED PROPERLY. ALL EXPOSED

SCREW-TYPE FASTENERS SHALL HAVE NEOPRENE

WASHERS. ALL RIVETS SHALL BE WATERPROOF.

SEE PAGE CURB-2.4 FOR

VALLEY PAN TO JAMB

PAN LAP DETAILS.

VALLEY CLOSURE

SEE PAGE CURB-2.5

FOR JAMB PAN TO

ROOF PANEL DETAILS.

CURB DETAIL

NTS

AutoCAD SHX Text

ROOF REPAIRS - HP275, HP285, HP295

AutoCAD SHX Text

MACC NUMBER:

AutoCAD SHX Text

PROJECT NUMBER: 20M059CN

AutoCAD SHX Text

CHELSEA KREILEY

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

BLDG #: MULTIPLE MULTIPLE

AutoCAD SHX Text

SHEET OF OF OF

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ROOF DETAILS

AutoCAD SHX Text

DTL7

AutoCAD SHX Text