DRAWING FY25_9464_FE 10003 2J_Bldg 9464 Gravel Roof Replacement_02-27-2025.pdf

PDF 3 MB Posted Jul 15, 2025

Attached to: Roof replacement of Building 9464, McGregor Base Camp, NM
Solicitation number: PANMCC25P0000020630
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Written by GovTribe AI · Jul 15, 2025

These are architectural and engineering design drawings for a roof replacement project at Building 9464 located at Fort Bliss, Texas. The seven-page technical drawing set details the complete roof replacement scope, including demolition of the existing gravel built-up roofing system and installation of a new Thermoplastic Polyolefin (TPO) roofing system. The drawings provide comprehensive technical specifications for roof removal, base flashing details, penetration treatments, edge metal installations, and pipe support configurations. Specific technical details include membrane systems, flashing methods at various architectural interfaces, scupper and vent treatments, and comprehensive installation notes for each roof system component.

The drawings are part of a pre-solicitation notice for a HUBZone small business set-aside contract under NAICS code 238160, with an estimated procurement value between $100,000 and $250,000. The project is located at the McGregor Base Camp in New Mexico, with a planned performance period of 120 calendar days after Notice to Proceed. The solicitation is tentatively scheduled for release on or about 30 July 2025, with the contracting authority being the Mission and Installation Contracting Command (MICC) at Fort Bliss, Texas. Technical exhibits will be available for inspection through SAM.gov, and interested parties must be registered in the System for Award Management (SAM) to be eligible for contract award.

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Other files

File	Type	Posted
Build 9464 PANMCC-25-P-0000 020630 Pre-Solic.pdf	PDF	Jul 15, 2025
FY25_9464_FE 10003 2J_Bldg 9464 Gravel Roof Replacement_SOW_Final_Rev1.pdf	PDF	Jul 15, 2025
Wage Determination NM20240025.pdf	PDF	Jul 15, 2025

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BUILDING 9464 ROOF REPLACEMENT PROJECT

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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. 2. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. CONTRACTOR CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL SIGNS, BARRICADES, CHANNELIZATION DEVICES, SIGN FRAMES AND ERECTION OF SUCH DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL TRAFFIC CONTROL AUTHORITY. 3. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE ACCESS/TEMPERATURE COOLING/HEATING IF NECESSARY DURING PERIODS AC AND HEATER ARE DOWN. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 4. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 5. ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REGULATIONS/CODES. 6. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 7. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 8. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO CONTINUING ANY ADDITIONAL WORK. 9. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN, AND WITHOUT NECESSARY DAMAGE. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 11. ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 12. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND DEBRIS BE RECYCLED. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION FOR APPROVAL 13. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 14. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A THOROUGH PHOTOGRAPHIC SURVEY OF THE SITE. CRACKED SIDEWALKS, BROKEN WINDOWS, BENT EQUIPMENT, ETC. THIS INCLUDES INVENTORY OF ALL ITEMS ON SITE AND THEIR CONDITION. FAILURE TO DO SO MAY RESULT IN CONTRACTOR RESPONSIBILITY TO REPAIR. 15. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 16. EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 17. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 18. CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACT, SPECIFICATIONS, AND DRAWINGS TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 19. PRIOR TO ANY CHANGE OR MODIFICATION TO THESE PRIOR TO ANY CHANGE OR MODIFICATION TO THESE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL.

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1. LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH DPW MASTER PLANNING. 2. THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND THE CONTRACTOR SHALL RESTORE ANY ACCESS ROADS AND LAY-DOWN AREAS USED BACK TO THEIR ORIGINAL STABILIZED CONDITION OR BETTER. 3. CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND SUPPLIES REQUIRED TO SECURE THE TEMPORARY STORAGE AREA.

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1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THE DRAWING OR NOT, TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXITING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM ANY DAMAGE. 2. THE CONTRACTOR SHALL CONTACT ALL THE UTILITY COMPANIES AND CONDUCT ALL NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO GOVERNMENT. 3. NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 DAYS BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.

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LEGEND

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REMOVE EXISTING ROOF SYSTEM

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BUILDING 9464 ROOF REPLACEMENT PROJECT

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION, THE EXACT LOCATION AND QUANTITY OF EXISTING DUCTWORK, PENETRATIONS AND EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. CONTRACTOR MUST FIELD VERIFY AND EXAMINE EXISTING STRUCTURES, NOTE ALL CONDITIONS AS TO CHARACTER AND EXTENT OF ALL WORK INVOLVED, VALIDATE AND BID ACCORDINGLY. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 3. GENERAL CONTRACTOR SHALL ASSURE THAT ALL GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, PROJECT MANUAL (SPECIFICATIONS), AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS AND EXISTING CONSTRUCTION ELEMENTS TO BE REMOVED. ANY ADDITIONAL ITEMS ENCOUNTERED IN THESE GENERAL DEMOLITION AREAS, WHICH WILL INTERFERE WITH THE NEW CONSTRUCTION SHALL ALSO BE REMOVED AT NOT ADDITIONAL COST. 5. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 6. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 7. CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 8. CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY TO CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY TO INCLUDE CARS, EQUIPMENT AND BUILDING SYSTEMS. 9. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS, AND FINISHES THAT ARE TO REMAIN AND WITHOUT UNNECESSARY DAMAGE. ITEMS AND MATERIAL TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGES TO ITEMS AND MATERIALS THAT REMAIN. SUCH DAMAGES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE DPW REPRESENTATIVE AND AT NO ADDITIONAL COST TO THE GOVERNMENT. ITEMS INCLUDE BUT ARE NOT LIMITED TO BROKEN CURBS, CRACKED SIDEWALKS, ETC. 10. THE CONTRACTOR SHALL OVERSEE CLEANING AND ENSURE THAT THE CONTRACTOR SHALL OVERSEE CLEANING AND ENSURE THAT THE PREMISES ARE MAINTAINED RUBBISH FREE DURING DEMOLITION WORK. FINAL CLEANUP IS THE RESPONSIBILITY OF THE CONTRACTOR. 11. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 12. THE GOVERNMENT RESERVES THE FIRST RIGHT OF REFUSAL FOR THE GOVERNMENT RESERVES THE FIRST RIGHT OF REFUSAL FOR ALL DEMOLITION ITEMS. THOSE DEMOLITION ITEMS THE GOVERNMENT DOES NOT WISH TO KEEP SHALL BECOME PROPERTY OF THE CONTRACTOR FOR PROPER DISPOSAL. 13. ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED TO CONTAIN ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR PRIOR TO DEMOLITION. 14. CONTRACTOR TO VALIDATE/VERIFY LEAD OR ASBESTOS MATERIAL TO CONTRACTOR TO VALIDATE/VERIFY LEAD OR ASBESTOS MATERIAL TO BE REMOVED/ABATED. CONTRACTOR SHALL COMPLY WITH ALL REGULATORY REQUIREMENTS APPLICABLE TO LEAD AND ASBESTOS ABATEMENT AS INDICATED IN SURVEYS AND TESTED. 15. CONTRACTOR SHALL IDENTIFY AREAS OF ROOF WHERE ROOF DECK CONTRACTOR SHALL IDENTIFY AREAS OF ROOF WHERE ROOF DECK OR STRUCTURAL REPAIRS ARE NEEDED FOR GOVERNMENT CONSIDERATION. UNLESS NOTED OTHERWISE, CONTRACTOR WILL BID ON AN ESTIMATED 500 SF OF ROOF DECK AREA TO BE REPLACED DUE TO CORROSION AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED. 16. REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 17. CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT IN PLACE TO CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT IN PLACE TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. 18. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED TO ALLOW FOR CONSTRUCTION. 19. SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS LINES SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF. PRIME WITH ONE COAT AND PROVIDE TWO COATS OF SAFETY YELLOW PAINT. 20. ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK REPAIRED PRIOR TO INSTALLATION OF THE NEW ROOF SYSTEM. SECURE ALL SLEEVES AND PIPES BEFORE ROOF MATERIAL IS REMOVED. 21. CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY ABANDONED CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY ABANDONED PENETRATIONS. 22. ALL EQUIPMENT TO BE REMOVED SHALL BE DONE SO IN THE ALL EQUIPMENT TO BE REMOVED SHALL BE DONE SO IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE AND INSTALLED AND TESTED IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE. 23. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION. 24. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 25. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

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1. REMOVE EXISTING CAP SHEET ROOF SYSTEM IN ITS REMOVE EXISTING CAP SHEET ROOF SYSTEM IN ITS ENTIRETY DOWN TO STRUCTURAL DECK. CLEAN AND PREPARE SURFACE FOR NEW ROOF SYSTEM. 2. NOT USED NOT USED 3. NOT USED NOT USED 4. EXISTING MECHANICAL EQUIPMENT, REPLACE ROOF EXISTING MECHANICAL EQUIPMENT, REPLACE ROOF CURB WHERE NECESSARY. CONTRACTOR TO FIELD VERIFY AND VALIDATE. 5. EXISTING VENT PENETRATION, REMOVE EXISTING EXISTING VENT PENETRATION, REMOVE EXISTING FLASHING, AND PREPARE FOR NEW FLASHING, TYPICAL. 6. EXISTING PIPE PENETRATION, REMOVE EXISTING EXISTING PIPE PENETRATION, REMOVE EXISTING FLASHING, AND PREPARE FOR NEW FLASHING, TYPICAL. 7. NOT USEDNOT USED

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION, THE EXACT LOCATION AND QUANTITY OF EXISTING DUCTWORK, PENETRATIONS AND EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. CONTRACTOR MUST FIELD VERIFY AND EXAMINE EXISTING STRUCTURES, NOTE ALL CONDITIONS AS TO CHARACTER AND EXTENT OF ALL WORK INVOLVED, VALIDATE AND BID ACCORDINGLY. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, ALL CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 3. GENERAL CONTRACTOR SHALL ASSURE THAT ALL GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, PROJECT MANUAL (SPECIFICATIONS), AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD VIA RFI, ASAP TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 6. CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONTRACTOR SHALL ENSURE SAFE ACCESS TO BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ALL REQUIRED BARRICADES, FENCING, COVERED WALKS, PLANKING, LIGHTING, BRACING, SHORING, WARNING SIGNS, ETC. AS REQUIRED BY OSHA AND FORT BLISS REGULATIONS FOR THE PROTECTION OF WORKMEN, STAFF AND USERS. 7. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 8. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 9. PROVIDE NEW THERMOPLASTIC POLYOLEFIN (TP0) ROOF SYSTEM OR PROVIDE NEW THERMOPLASTIC POLYOLEFIN (TP0) ROOF SYSTEM OR APPROVED EQUAL. 80 MIL, ADHERED, WITH R30 INSULATION. THE INSTALLATION OF TAPERED INSULATION, AS SHED RAINWATER, THE FALL SHOULD BE PREFERABLE 1:40 WITH THE MINIMUM 270 MM THICK. USE THE FOUR-WAY INSULATION METHOD TO DRAIN THE ROOF. PROVIDE FULLY LINED AND INSULATED CURBS ON THE ROOF HATCHES, THE HEIGHT OF THE CURB SHALL BE SELECTED TO PROVIDE 8 INCH MINIMUM CURBING ABOVE THE SURFACE OF THE ROOF. 10. ALL ROOF PENETRATION AND FLASHING WORK SHALL BE THE ALL ROOF PENETRATION AND FLASHING WORK SHALL BE THE RESPONSIBILITY OF ROOFING CONTRACTOR USING MANUFACTURER'S STANDARD DETAILS AND SHALL BE COVERED AS PART OF THE MANUFACTURER'S WARRANTY. CONTRACTOR WILL PROVIDE ALL NEW ACCESSORIES, PIPE SUPPORTS, PIPE BOOTS, CANT STRIPS, ETC. SUPPORTS SHALL NOT PENETRATE THE NEW ROOF SYSTEM. 11. ALL SHEET METAL INCLUDING COPING, GUTTERS, FLASHING, TRIM, ALL SHEET METAL INCLUDING COPING, GUTTERS, FLASHING, TRIM, LEADER BOXES AND LEADERS ARE TO BE SUPPLIED BY METAL ROOFING MANUFACTURER AND INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. ALL GAUGES OF SHEET METAL SHALL BE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. 12. ALL ROOF AND WALL PANEL TERMINATIONS, COPING, EDGE METAL, ALL ROOF AND WALL PANEL TERMINATIONS, COPING, EDGE METAL, SHALL MEET ES-1 STANDARDS. 13. SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS LINES SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF. PRIME WITH ONE COAT AND PROVIDE TWO COATS OF SAFETY YELLOW PAINT. 14. CONTRACTOR SHALL IDENTIFY AREAS OF ROOF WHERE ROOF DECK CONTRACTOR SHALL IDENTIFY AREAS OF ROOF WHERE ROOF DECK OR STRUCTURAL REPAIRS ARE NEEDED FOR GOVERNMENT CONSIDERATION. UNLESS NOTED OTHERWISE, CONTRACTOR WILL BID ON AN ESTIMATED 500 SF OF ROOF DECK AREA TO BE REPLACED DUE TO CORROSION AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED. 15. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDES OF ALL PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDES OF ALL ROOF MOUNTED EQUIPMENT, SKYLIGHTS, CORNERS, ETC. AND ALONG WALLS AS REQUIRED TO PROVIDE POSITIVE DRAINAGE. SLOPE FOR ALL CRICKETS SHALL MATCH THE ADJACENT ROOF ASSEMBLY, SLOPE = 1/4" PER FOOT. REFER TO NRCA ROOFING MANUAL, CURRENT EDITION. 16. PROVIDE PRECAST, REINFORCED CONCRETE SPLASHBLOCKS AT ALL PROVIDE PRECAST, REINFORCED CONCRETE SPLASHBLOCKS AT ALL DOWNSPOUTS. 17. PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM 5,000 LB PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM 5,000 LB (22.2 kN) TENSILE STRENGTH PERMANENT FALL PROTECTION ROOF ANCHORS. ROOF ANCHORS SHALL COMPLY WITH OSHA 1926.502. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 18. REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 19. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND REPAIRED AS REQUIRED. 20. EXISTING SITE DAMAGED BY THE CONTRACTOR SHALL BE REMOVED EXISTING SITE DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ITEMS INCLUDE BUT ARE NOT LIMITED TO BROKEN CURBS, CRACKED SIDEWALKS, ETC. 21. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM OF 60% OF CONSTRUCTION AND DEMOLITION MATERIALS AND DEBRIS FROM LANDFILLS. IF THE CONTRACTOR HAS A VALID REASON FOR NOT BEING ABLE TO MEET THIS DIVERSION GOAL, THE CONTRACTOR NEEDS TO PRESENT THEIR REASONING IN WRITING TO DPW-ENVIRONMENTAL DIVISION. 22. THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS FOR DISPOSE OF CONSTRUCTION MATERIALS. 23. BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

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NEW DOWN SPOUT AND CONCRETE SPLASH BLOCK BELOW

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NEW FALL PROTECTION ROOF ANCHOR

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1. NEW 30 YEAR, 80-MIL TPO ROOF SYSTEM WITH 120 NEW 30 YEAR, 80-MIL TPO ROOF SYSTEM WITH 120 80-MIL TPO ROOF SYSTEM WITH 120 ROOF SYSTEM WITH 120 MPH WIND SPEED COVERAGE 2. NEW PREFINISHED METAL GUTTER, STRAPS, AND NEW PREFINISHED METAL GUTTER, STRAPS, AND SUPPORT BRACKETS 3. NEW PREFINISHED DOWNSPOUT AND BRACKETS. NEW PREFINISHED DOWNSPOUT AND BRACKETS. CONTRACTOR TO FIELD VERIFY EXISTING DOWNSPOUT DIMENSION TO ENSURE THE REUSE OF EXISTING STEEL SLEEVE AT LOWER HALF OF DOWNSPOUT. PROVIDE AND INSTALL NEW CONCRETE SPLASHBLOCK BELOW. TYPICAL AT ALL ROOFS. 4. EXISTING MECHANICAL EQUIPMENT, INSTALL ROOFING EXISTING MECHANICAL EQUIPMENT, INSTALL ROOFING UP AND OVER CURBS AND PROVIDE NEW FLASHING AND SEALANT, TYPICAL. 5. EXISTING VENT PENETRATION, PROVIDE NEW FLASHING EXISTING VENT PENETRATION, PROVIDE NEW FLASHING AND SEALANT ACCORDING TO MANUFACTURE'S RECOMMENDATIONS. 6. EXISTING PIPE PENETRATION, PROVIDE NEW FLASHING EXISTING PIPE PENETRATION, PROVIDE NEW FLASHING AND SEALANT ACCORDING TO MANUFACTURE'S RECOMMENDATIONS. 7. EXISTING ANTENNA, PROTECT DURING CONSTRUCTION. EXISTING ANTENNA, PROTECT DURING CONSTRUCTION. PROVIDE NEW FLASHING AND SEALANT ACCORDING TO MANUFACTURE'S RECOMMENDATIONS. 8. NEW PERMANENT FALL PROTECTION ROOF ANCHOR, NEW PERMANENT FALL PROTECTION ROOF ANCHOR, REFERENCE GENERAL NOTE #17 THIS SHEET.

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DESCRIPTION

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MARK

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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DETAILS

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AS SHOWN

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FE 10003 2J

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RCC

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RCC

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MEMBRANE-COATED METAL PENETRATION POCKET-DOUBLE PENETRATION

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BASE FLASHING WITH SURFACE-MOUNTED COUNTERFLASHING AT CONCRETE WALL

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BASE FLASHING AT EXPANSION JOINT WITH METAL COVER

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BASE FLASHING AT PREFABRICATED METAL CURB

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BASE FLASHING AT WOOD CURB

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PLUMBING VENT (PREMANUFACTURED BOOT)

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SEAM PLATES AND FASTENERS¾ SEE NOTE 2

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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INSTALL COMPATIBLE SEALANT OR TAPE BEHIND MEMBRANE

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TERMINATION BAR FASTENED WITH APPROPRIATE FASTENERS APPROX. 12'' O.C.

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INSTALL COMPRESSIBLE ELASTOMERIC SEALANT OR TAPE TO SPAN IRREGULARITIES

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SHEET-METAL COUNTERFLASHING ¾ SEE NOTES 3 AND 4

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CONCRETE FASTENERS

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8'' MINIMUM

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FLASHING HEIGHT

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ADHERED MEMBRANE FLASHING

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BONDING ADHESIVE

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1. THIS DETAIL DOES NOT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN THE DECK AND WALL. THIS DETAIL DOES NOT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN THE DECK AND WALL. 2. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS. 3. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR COUNTERFLASHINGS. 4. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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TOP OF CURB TO DRAIN TO ONE SIDE

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COMPRESSIBLE INSULATION

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FLEXIBLE LINER TO SERVE AS INSULATION RETAINER (ATTACHED TO TOP OF CURB)

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FLASHING HEIGHT

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8'' MINIMUM

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ON LOW SIDE

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SEAM PLATES AND FASTENERS¾SEE NOTE 3SEE NOTE 3

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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ADHERED MEMBRANE FLASHING

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FLEXIBLE WEATHERPROOF MEMBRANE CLOSURE

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SHEET-METAL EXPANSION JOINT COVER WITH T-TYPE CLEAT¾ SEE NOTES 4 AND 5

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SLOPE

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HOT-AIR-WELDED SEAM

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BONDING ADHESIVE

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1. THIS DETAIL ALLOWS FOR BUILDING MOVEMENT IN MULTIPLE DIRECTIONS. THIS DETAIL ALLOWS FOR BUILDING MOVEMENT IN MULTIPLE DIRECTIONS. 2. FLASHING REQUIREMENTS ARE TYPICAL FOR BOTH SIDES OF THE EXPANSION JOINT. FLASHING REQUIREMENTS ARE TYPICAL FOR BOTH SIDES OF THE EXPANSION JOINT. 3. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS. 4. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR EXPANSION JOINT COVERS. 5. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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PREMANUFACTURED EXPANSION JOINT COVER

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OPTION

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WOOD NAILER

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PREFABRICATED METAL CURB

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SEAM PLATES AND FASTENERS¾SEE NOTE 5SEE NOTE 5

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FLASHING HEIGHT

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8'' MINIMUM

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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BONDING ADHESIVE

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ROOFTOP EQUIPMENT FRAME

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SEALING MATERIAL¾MUST MUST BE CONTINUOUS ON TOP OF THE CURB

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OPTIONAL

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ROOF MEMBRANE

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INSULATION

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RAISED CURB

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BASE OF UNIT EXTENDS 1/2'' MINIMUM BEYOND TOP OF CURB

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FASTENERS

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COUNTERFLASHING

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WOOD NAILER

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FLASHING RECEIVER

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1'' MINIMUM BELOW TOP OF CURB

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MECHANICAL UNIT, HOOD, ETC.

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REMOVABLE SHEET-METAL COUNTERFLASHING¾ SEE NOTES 6 AND 7

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GASKETED FASTENERS¾MIN. MIN. TWO FASTENERS PER SIDE

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ADHERED MEMBRANE FLASHING

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PREFABRICATED CORNER FLASHING PIECE AT EACH CORNER

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FASTENERS APPROX. 8" O.C., MIN. TWO PER SIDE

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OPTION A: CURB-BEARING LOCATION FOR HEAVYWEIGHT- LOADING CONDITIONS

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OPTION B: CURB-BEARING LOCATION FOR TYPICAL LOADING CONDITIONS

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1. THE CURBS, TOP WOOD NAILER AND SEAL STRIP ARE TO BE THE CURBS, TOP WOOD NAILER AND SEAL STRIP ARE TO BE SUPPLIED BY THE CURB MANUFACTURER. 2. WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. 3. WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING AT LEAST 3 INCHES, THE REMOVABLE SHEET-METAL COUNTERFLASHING IS NOT REQUIRED. 4. NRCA RECOMMENDS DESIGNERS CONSIDER PERMANENT INTERNAL OR NRCA RECOMMENDS DESIGNERS CONSIDER PERMANENT INTERNAL OR EXTERNAL FALL-PROTECTION DEVICES AT ALL SKYLIGHTS. 5. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS. 6. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR COUNTERFLASHINGS. 7. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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SEALING MATERIAL

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SEAM PLATES AND FASTENERS¾SEE NOTE 5SEE NOTE 5

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WOOD CURB

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FLASHING HEIGHT

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8'' MINIMUM

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BONDING ADHESIVE

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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GASKETED FASTENERS¾MIN. MIN. TWO FASTENERS PER SIDE

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ROOFTOP EQUIPMENT FRAME

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SECTION

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FLASHING MEMBRANE

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WOOD CURB

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FLASHING RECEIVER

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1'' MINIMUM BELOW TOP OF CURB

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SEALING MATERIAL¾ MUST BE CONTINUOUS ON TOP OF THE CURB

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FASTENERS

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COUNTERFLASHING

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BASE OF UNIT EXTENDS 1/2'' MINIMUM BEYOND TOP OF CURB

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MECHANICAL UNIT, HOOD, ETC.

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SHEET-METAL RECEIVER WITH REMOVABLE COUNTERFLASHING¾ SEE NOTES 6 AND 7

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ADHERED MEMBRANE FLASHING

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PREFABRICATED CORNER FLASHING PIECE AT EACH CORNER

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1. THE CURBS, TOP WOOD NAILER AND SEAL STRIP ARE TO BE THE CURBS, TOP WOOD NAILER AND SEAL STRIP ARE TO BE SUPPLIED BY THE CURB MANUFACTURER. 2. WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. 3. WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING AT LEAST 3 INCHES, THE REMOVABLE SHEET-METAL COUNTERFLASHING IS NOT REQUIRED. 4. NRCA RECOMMENDS DESIGNERS CONSIDER PERMANENT NRCA RECOMMENDS DESIGNERS CONSIDER PERMANENT INTERNAL OR EXTERNAL FALL-PROTECTION DEVICES AT ALL SKYLIGHTS. 5. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS. 6. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR COUNTERFLASHINGS. 7. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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PREMANUFACTURED MEMBRANE FLASHING

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PLUMBING VENT STACK

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DRAWBAND

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SEALANT

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1. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES OF CLEARANCE ON ALL SIDES FROM VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES OF CLEARANCE ON ALL SIDES FROM WALLS, CURBS AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. SEE THE INTRODUCTION TO THE CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION. 2. NRCA RECOMMENDS FLASHINGS BE 8 INCHES HIGH; HOWEVER, NRCA IS AWARE PREMANUFACTURED BOOT NRCA RECOMMENDS FLASHINGS BE 8 INCHES HIGH; HOWEVER, NRCA IS AWARE PREMANUFACTURED BOOT FLASHINGS GENERALLY WILL NOT MEET THE HEIGHT REQUIREMENT. 3. REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE ATTACHMENT REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE ATTACHMENT AND PLACEMENT. MECHANICALLY ATTACHED SYSTEMS GENERALLY HAVE SPECIFIC ATTACHMENT REQUIREMENTS FOR PENETRATION LOCATIONS. 4. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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BASE MEMBRANE ATTACHMENT AS REQUIRED FOR SPECIFIC SYSTEM¾ SEE NOTE 3

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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MEMBRANE-COATED METAL PENETRATION POCKET¾ SEE NOTES 3 AND 4

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NONSHRINK GROUT

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HOT-AIR-WELDED MEMBRANE FLASHING

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HOT-AIR-WELDED SEAM

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VERIFY DEPTH WITH SEALANT MANUFACTURER

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1. PENETRATION POCKETS ARE NOT THE PREFERRED FLASHING METHOD AT PENETRATIONS BECAUSE THEY PENETRATION POCKETS ARE NOT THE PREFERRED FLASHING METHOD AT PENETRATIONS BECAUSE THEY MAY BE A MAINTENANCE PROBLEM. 2. REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE ATTACHMENT AND PLACEMENT. MECHANICALLY ATTACHED SYSTEMS GENERALLY HAVE SPECIFIC ATTACHMENT REQUIREMENTS AT PENETRATION LOCATIONS. 3. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR PENETRATION POCKETS. 4. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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CROWN POURABLE SEALANT

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MARK

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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DETAILS (CONTINUED)

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FE 10003 2J

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RCC

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RCC

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BASE FLASHING AT THROUGH-WALL SCUPPER

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PIPE SUPPORT

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MUST USE INDICATED SCUPPER

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MEMBRANE PROTECTION PLY ADHERED TO ROOF MEMBRANE

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PIPE SUPPORT SET IN SEALANT - SEE NOTE 2- SEE NOTE 2SEE NOTE 2

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1. THIS DETAIL IS DESIGNED TO ELIMINATE ROOF DAMAGE DUE TO EXPANSION AND CONTRACTION OF PIPES. THIS DETAIL IS DESIGNED TO ELIMINATE ROOF DAMAGE DUE TO EXPANSION AND CONTRACTION OF PIPES. 2. PIPE SUPPORT PROFILES VARY. REFER TO THE MANUFACTURER FOR LOAD CAPACITY AND RECOMMENDED PIPE SUPPORT PROFILES VARY. REFER TO THE MANUFACTURER FOR LOAD CAPACITY AND RECOMMENDED SPACING OF SUPPORTS. 3. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text MEMBRANE-COATED SHEET-METAL SCUPPER SECURED TO WALL AND DECK AND/OR OPTIONAL WOOD BLOCKING¾ SEE NOTES 4 AND 5

AutoCAD SHX Text

1. THIS DETAIL DOES NOT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN THE DECK AND WALL. THIS DETAIL DOES NOT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN THE DECK AND WALL. 2. CONDUCTOR HEAD TO BE 1 INCH MINIMUM BELOW BOTTOM OF THROUGH-WALL SCUPPER. CONDUCTOR HEAD TO BE 1 INCH MINIMUM BELOW BOTTOM OF THROUGH-WALL SCUPPER. 3. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS. 4. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR SCUPPERS. 5. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

NOTES:

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TERMINATION OF MEMBRANE FLASHING WILL VARY

AutoCAD SHX Text

BONDING ADHESIVE

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SEALANT (IF REQUIRED FOR SPECIFIC SYSTEM)

AutoCAD SHX Text

BONDING ADHESIVE

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SEALANT (IF REQUIRED FOR SPECIFIC SYSTEM)

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SEALANT

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HOT-AIR-WELDED MEMBRANE FLASHING

AutoCAD SHX Text

OPTIONAL: WOOD BLOCKING

AutoCAD SHX Text

APPROX. 3'' (TYP.)

AutoCAD SHX Text

SEE EPDM-9 FOR CURB FLASHING

AutoCAD SHX Text REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR SHEET-METAL COVERS.

AutoCAD SHX Text REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text THIS DETAIL IS DESIGNED TO ELIMINATE ROOF DAMAGE DUE TO EXPANSION AND CONTRACTION OF PIPES. PIPE SUPPORT PROFILES VARY.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

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NOTES:

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SET FASTENERS IN SEALANT

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PIPE SUPPORT¾ PROFILES VARY

AutoCAD SHX Text 3.

AutoCAD SHX Text GUTTER BRACKETS ARE RECOMMENDED TO BE AT LEAST ONE GAUGE HEAVIER THAN GUTTER STOCK.

AutoCAD SHX Text IN CLIMATES WHERE THE WINTER TEMPERATURE REMAINS BELOW FREEZING FOR EXTENDED PERIODS OF TIME, NRCA SUGGESTS INTERIOR DRAINS TO DRAIN THE ROOF.

AutoCAD SHX Text

ON BALLASTED SYSTEMS, A DRAINAGE BAR TO RETAIN BALLAST IS REQUIRED.

AutoCAD SHX Text 3.

AutoCAD SHX Text 2.

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SEALANT WATER BLOCK

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NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text 2 X 6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE¾ OVERALL THICKNESS TO MATCH INSULATION

AutoCAD SHX Text SHEET-METAL GUTTER¾THE FRONT OF THE GUTTER THE FRONT OF THE GUTTER SHOULD BE A MIN. 1'' LOWER THAN THE BACK TO ALLOW OVERFLOW. SEE THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR OTHER GUTTER SHAPES.

AutoCAD SHX Text

OPTIONAL: GUTTER BRACKET SUPPORT

AutoCAD SHX Text

OPTIONAL: STIFFENING BAR

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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ADHERED MEMBRANE FLASHING

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SHEET-METAL EDGE FLASHING¾ SEE NOTES 5 AND 6

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GUTTER SPACERS INSTALLED BETWEEN GUTTER BRACKETS

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BONDING ADHESIVE

AutoCAD SHX Text

FIELD SHEET OR SEPARATE MEMBRANE SHEET EXTENDED BELOW BLOCKING

AutoCAD SHX Text REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text 6.

AutoCAD SHX Text 4.

AutoCAD SHX Text

APPROX. 2'' (TYP.)

AutoCAD SHX Text REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE ATTACHMENT AND PLACEMENT. MECHANICALLY ATTACHED SYSTEMS GENERALLY REQUIRE SPECIFIC ATTACHMENT REQUIREMENTS FOR PERIMETER LOCATIONS.

AutoCAD SHX Text 5.

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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SHEET-METAL GRAVEL STOP¾ SEE NOTES 3 AND 4

AutoCAD SHX Text

FIELD SHEET EXTENDED BELOW BLOCKING

AutoCAD SHX Text 2 X 6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE¾OVERALL THICKNESS TO OVERALL THICKNESS TO MATCH INSULATION

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SELF-ADHERING MEMBRANE FLASHING (EXTEND APPROX. 2'' BEYOND FLANGE)

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APPROX. 2''

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BONDING ADHESIVE

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SEALANT WATER BLOCK

AutoCAD SHX Text REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS.

AutoCAD SHX Text REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text 1.

AutoCAD SHX Text 4.

AutoCAD SHX Text 2.

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NOTES:

AutoCAD SHX Text REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE ATTACHMENT AND PLACEMENT. MECHANICALLY ATTACHED SYSTEMS GENERALLY HAVE SPECIFIC ATTACHMENT REQUIREMENTS FOR PERIMETER LOCATIONS.

AutoCAD SHX Text 3.

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PERIMETER EDGE- METAL FLASHING¾ SEE NOTES 3 AND 4

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

AutoCAD SHX Text

FIELD SHEET EXTENDED BELOW BLOCKING

AutoCAD SHX Text 2 X 6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE¾ OVERALL THICKNESS TO MATCH INSULATION

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SELF-ADHERING MEMBRANE FLASHING

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APPROX. 2''

AutoCAD SHX Text

OPTIONAL: WOOD NAILER AND SHEET-METAL CLOSURE

AutoCAD SHX Text

BONDING ADHESIVE

AutoCAD SHX Text

SEALANT WATER BLOCK

AutoCAD SHX Text REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS.

AutoCAD SHX Text REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text 1.

AutoCAD SHX Text 4.

AutoCAD SHX Text 2.

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NOTES:

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GUTTER WITH PERIMETER EDGE METAL

AutoCAD SHX Text N.T.S.

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PIPE SUPPORT CURB

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

EMBEDED EDGE METAL FLASHING (GRAVEL STOP)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

DRAINING PERIMETER EDGE METAL

AutoCAD SHX Text N.T.S.

Design and Construction Supervised by:

Directorate of Public Works -Engineering Services Division Fort Bliss, Texas

U.S.ARMY

Project Name

XXXXXXXXXXXXXX

Contractor Contact Information Superintendent, PM, & QA Manager

Contract:W911SGXXD0XX

TO: W911SGXXF0XXX

3" 9"

3" 21" 3" 42" 3"

1.5"

3" 1.5"

1.25" 6.25" 1.25"

7.875"

1.25" 6.25" 1.25"

ROAD WILL BE

CLOSED

FEB 27

ROAD WILL BE

PARTIALLY CLOSED

FEB 27

72"

NOTES:

1. THE…

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File details come from the government source that posted it. Updated Jul 15, 2025.