Drawings- Bldg. 2904 - (4-7-25).pdf

PDF 2 MB Posted Aug 6, 2025

Attached to: Replace roof on Building 2904 Federal contract opportunity
Solicitation number: W911SG25BA040
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · Aug 6, 2025

This document is a set of architectural drawings for a roof replacement project at Fort Bliss, Texas. The drawings detail the roof replacement for Building 2904 and include seven sheets covering the project site plan, existing conditions, demolition plans, new work plans, and construction details.

The project involves demolishing the existing roof system and installing a new 30-year, 60-mil TPO (thermoplastic polyolefin) roof system with R-30 insulation. Key work includes removing existing mechanical equipment, installing new roofing materials, flashing details, and associated construction elements. The drawings specify various construction requirements including contractor responsibilities for site access, material handling, safety protocols, and coordination with government representatives. The project is managed by the U.S. Army Directorate of Public Works Engineering Services Division at Fort Bliss, with placeholder fields for contractor contact information and contract numbers. The drawings include detailed technical specifications for roofing components, penetrations, edge details, and flashing systems, along with notes regarding construction sequencing and quality requirements.

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Other files for this federal contract opportunity

Other files attached to Replace roof on Building 2904, newest first.
File	Type	Posted
W911SG-25-B-A040 Abstract of Offers OF 1419 PAGE 2.pdf	PDF	Sep 3, 2025
W911SG-25-B-A040 Abstract of Offers OF 1419 PAGE 1 SIGNED.pdf	PDF	Sep 3, 2025
SOW_FY25_2904_FE-10072-4J_Replace_Roof_Ver 3 06302025.pdf	PDF	Aug 6, 2025
TX20250245_Texas_06.13.2025.pdf	PDF	Aug 6, 2025
Solicitation - W911SG25BA040.pdf	PDF	Aug 6, 2025
Asbestos-Lead Survey_Bldg-2904_20080625.pdf	PDF	Aug 6, 2025
Instructions to Bidders (25-B-A040).pdf	PDF	Aug 6, 2025

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PROJECT LOCATION MAP

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FORT BLISS, TEXAS

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PROJECT LOCATION

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INDEX OF DRAWINGS

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1 = COVER SHEET

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NO.

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DESCRIPTION

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SHEET

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CONCURRENCES

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USING AGENCY

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FIRE DEPARTMENT

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ENVIRONMENTAL DIVISION

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PHYSICAL SECURITY OFFICER

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ANTI-TERRORISM/FORCE PROTECTION

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NOTES:

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SIGNATURES INDICATE THAT THOSE SIGNING HAVE REVIEWED PROJECT

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PLANS AND SPECIFICATIONS AND ARE IN CONCURRENCE WITH THEM.

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SAFETY OFFICER

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MASTER PLANNING DIVISION

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OPERATIONS & MAINTENANCE DIVISION

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INDUSTRIAL HYGIENE

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CHIEF, ENGINEERING SERVICES DIVISION, DPW

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CHIEF, DESIGN BRANCH, ESD, DPW

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APPROVED BY:

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APPROVED BY:

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COVER SHEET

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BLDG. 2904 ROOF REPLACEMENT

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2 = EXISTING SITE PLAN

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3 = DEMOLITION ROOF PLAN

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4 = NEW WORK ROOF PLAN

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5 = DETAILS

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6 = DETAILS (CONTINUED)

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BLDG.

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CASSIDY RD.

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CRAMER RD.

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SHEET

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BLDG. 2904 ROOF REPLACEMENT

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APR. 7, 2025

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BLDG. 2904

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LEGEND

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REMOVE EXISTING ROOF SYSTEM

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GENERAL NOTES

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UTILITY NOTES

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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 NOTIFY THE DPW REPRESENTATIVE IN WRITING AT LEAST 14 DAYS BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.

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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 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 CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND SUPPLIES REQUIRED TO SECURE THE TEMPORARY STORAGE AREA.

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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. 2. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. 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. 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 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 NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 8. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN 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 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 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, 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 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 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 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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EXISTING SITE PLAN

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CRAMER ROAD

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LAY-DOWN AREA

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LIMITS OF CONSTRUCTION.

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CASSIDY ROAD

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DATE:

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SHEET

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BLDG. 2904 ROOF REPLACEMENT

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APR. 7, 2025

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FE-10072-4J

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ROOF

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DEMOLITION ROOF PLAN

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LEGEND

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DEMOLITION KEY NOTES

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EXISTING EXHAUST FAN

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NOT USED

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NOT USED

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DEMOLITION GENERAL NOTES

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY 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, 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 THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF ITEMS AND EXISTING CONSTRUCTION ELEMENTS TO

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9. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL 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 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 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.

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13. ANY ITEMS SCHEDULED FOR DEMOLITION SUSPECTED 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 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 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, REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 17. CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT IN CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT IN PLACE TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE.

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18. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT 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 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 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 CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY ABANDONED PENETRATIONS. 22. ALL EQUIPMENT TO BE REMOVED SHALL BE DONE SO 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 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 THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS TO DISPOSE OF CONSTRUCTION MATERIALS. 25. BURNING ON FORT BLISS PROPERTY IS NOT BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

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DEMOLITION ROOF PLAN

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REVIEWED BY:

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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APR. 7, 2025

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NEW WORK ROOF PLAN

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EXISTING PIPE PENETRATIONS

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EXISTING VENT PENETRATIONS

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EXISTING ELECTRICAL PENETRATIONS

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NEW DOWN SPOUT AND CONCRETE SPLASH BLOCK BELOW

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EXISTING ELECTRICAL PENETRATIONS

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KEY NOTES

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NEW PREFINISHED METAL GUTTER, STRAPS, AND SUPPORT BRACKETS

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LEGEND

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NEW 30 YEAR, 80-MIL TPO ROOF SYSTEM WITH 120 MPH WIND SPEED COVERAGE

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NEW TPO

AutoCAD SHX Text 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.

AutoCAD SHX Text EXISTING VENT PENETRATION, PROVIDE NEW FLASHING AND SEALANT ACCORDING TO MANUFACTURE'S RECOMMENDATIONS.

AutoCAD SHX Text EXISTING PIPE PENETRATION, PROVIDE NEW FLASHING AND SEALANT ACCORDING TO MANUFACTURE'S RECOMMENDATIONS.

AutoCAD SHX Text EXISTING ANTENNA, PROTECT DURING CONSTRUCTION. PROVIDE NEW FLASHING AND SEALANT ACCORDING TO MANUFACTURE'S RECOMMENDATIONS.

AutoCAD SHX Text EXISTING MECHANICAL EQUIPMENT, INSTALL ROOFING UP AND OVER CURBS AND PROVIDE NEW FLASHING AND SEALANT, TYPICAL.

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NEW FALL PROTECTION ROOF ANCHOR

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16. PROVIDE PRECAST, REINFORCED CONCRETE PROVIDE PRECAST, REINFORCED CONCRETE SPLASHBLOCKS AT ALL DOWNSPOUTS. 17. PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM 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, REMOVE AND REPLACE ALL DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 19. ALL SURFACES IN CONTACT WITH NEW WORK THAT 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 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 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 THE CONTRACTOR SHALL NOT EMPLOY FORT BLISS TRASH BINS FOR DISPOSE OF CONSTRUCTION MATERIALS. 23. BURNING ON FORT BLISS PROPERTY IS NOT BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

AutoCAD SHX Text NEW PERMANENT FALL PROTECTION ROOF ANCHOR, REFERENCE GENERAL NOTE #17 THIS SHEET.

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NEW WORK GENERAL NOTES

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY 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 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.

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4. 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. 5. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S 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 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 ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 8. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS.

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9. PROVIDE NEW THERMOPLASTIC POLYOLEFIN (TP0) 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 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, 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

AutoCAD SHX Text INSTRUCTIONS. ALL GAUGES OF SHEET METAL SHALL BE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. 12. ALL ROOF AND WALL PANEL TERMINATIONS, COPING, ALL ROOF AND WALL PANEL TERMINATIONS, COPING, EDGE METAL, SHALL MEET ES-1 STANDARDS. 13. SECURE AND SAFEGUARD EXISTING AND\OR NEW GAS 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 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 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.

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NEW WORK ROOF PLAN

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REVIEWED BY:

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DRAWN BY:

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SPEC. #

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DATE:

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SHEET

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BLDG. 2904 ROOF REPLACEMENT

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APR. 7, 2025

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FE-10072-4J

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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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DETAILS

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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 COUNTERFLASHING¾ SEE NOTES 3 AND 4

AutoCAD SHX Text INSTALL APPROPRIATE SEALANT (E.G., POLYURETHANE) AND TOOL TO FACILITATE WATER RUNOFF

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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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HOT-AIR-WELDED SEAM

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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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HOT-AIR-WELDED SEAM

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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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HOT-AIR-WELDED SEAM

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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

AutoCAD SHX Text INSTALL SEALANT OR SEALANT TAPE BETWEEN PIPE AND PREMANUFACTURED MEMBRANE FLASHING

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PLUMBING VENT STACK

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DRAWBAND

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SEALANT

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HOT-AIR-WELDED SEAM

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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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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BLDG. 2904 ROOF REPLACEMENT

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APR. 7, 2025

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BASE FLASHING AT THROUGH-WALL SCUPPER

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PIPE SUPPORT

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DETAILS (CONT.)

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GUTTER WITH PERIMETER EDGE METAL

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PIPE SUPPORT CURB

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EMBEDED EDGE METAL FLASHING (GRAVEL STOP)

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DRAINING PERIMETER EDGE METAL

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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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NOTES:

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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.

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TERMINATION OF MEMBRANE FLASHING WILL VARY

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BONDING ADHESIVE

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SEALANT (IF REQUIRED FOR SPECIFIC SYSTEM)

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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

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OPTIONAL: WOOD BLOCKING

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APPROX. 3'' (TYP.)

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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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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.

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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.

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OPTIONAL: GUTTER BRACKET SUPPORT

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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

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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.

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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

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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.

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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)

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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''

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OPTIONAL: WOOD NAILER AND SHEET-METAL CLOSURE

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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…

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