Drawing sets 100_ Drawings Bldg 20360 - Roofing 05-03-2024.pdf

PDF 16 MB Posted Jul 10, 2024

Attached to: Replace Roof Building 20360 DPW Fort Bliss, Texas.
Solicitation number: W911SG24B0011
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · Jul 10, 2024

This document appears to be a set of drawings for the roof of Building 20360 at Fort Bliss, Texas. The related federal contract opportunity is for the replacement of the roof on Building 20360 at Fort Bliss, Texas. This is an Invitation for Bids (IFB) solicitation with a NAICS code of 238160 and a size standard of $19 Million, set aside for Service-Disabled Veteran Owned Small Businesses (SDVOSB). The estimated construction magnitude is between $1,000,000 to $5,000,000. A mandatory site visit is scheduled for July 24, 2024, and bids are due by August 09, 2024. The resulting contract will be a Firm-Fixed-Price (FFP) contract. The awardee will be required to provide a full-time Superintendent for the duration of the project, and all work must be performed simultaneously.

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Other files

File	Type	Posted
Abstract of Offerors PG 4 of 4 W911SG24B0011.pdf	PDF	Aug 16, 2024
Abstract of Offerors PG 3 of 4 W911SG24B0011.pdf	PDF	Aug 16, 2024
Abstract of Offerors PG 2 of 4 W911SG24B0011.pdf	PDF	Aug 16, 2024
Abstract of Offerors PG 1 of 4 W911SG24B0011.pdf	PDF	Aug 16, 2024
W911SG24B0011 bldg 20360 DPW answers.docx	DOCX document	Aug 6, 2024
W911SG24B0011 P0001 bldg. 20360.pdf	PDF	Aug 6, 2024
SOLICITATION-SIGNED-W911SG24B0011 Replace Roof Bldg.20360.pdf	PDF	Jul 10, 2024
Davis-Bacon Act WD TX20240245.pdf	PDF	Jul 10, 2024
SOW_FY24_20360_FE 10268 2J_Replace Roof Bldg. 20360.docx	DOCX document	Jul 10, 2024

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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COVER SHEET

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FORT BLISS, TEXAS

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CONCURRENCES

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FIRE DEPARTMENT

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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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NEC

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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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BUILDING 20360 ROOF REPLACEMENT PROJECT

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PROJECT LOCATION MAP

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NOT TO SCALE

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PROJECT LOCATION

AutoCAD SHX Text 1 = COVER SHEET 2 = SITE PLAN 3 = DEMOLITION PLAN 4 = NEW WORK PLAN 5 = DETAILS 6 = DETAILS (CONTINUED) 7 = PROJECT INFORMATION SIGNAGE

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CVRSHT

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FE 10268 2J

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BUILDING 20360 ROOF REPLACEMENT PROJECT

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LOOP 375

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BLACKHAWK TANK TRAIL

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ANZIO WY.

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ANSBACH WY.

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BLDG. 20360

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MINUE DR.

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GULF VICTORY WY.

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KASSERINE WY.

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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SITE PLAN

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BUILDING 20360 ROOF REPLACEMENT PROJECT

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BLDG. 20360

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CONSTRUCTION LIMITS

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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 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

AutoCAD SHX Text LAY DOWN YARD TO BE SUBMITTED BY CONTRACTOR AND APPROVED BY COR & MASTER PLANNING

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LOOP 375

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BLACKHAWK TANK TRAIL

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ANZIO WY.

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GENERAL NOTES (EXISTING CONDITIONS)

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1. LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START 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 DURING CONSTRUCTION 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.

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS (DRAWINGS AND SPECIFICATIONS) ON SITE AT ALL TIMES AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 3. CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, SPECIFICATIONS, DRAWINGS AND CONTRACT TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 4. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD IMMEDIATELY VIA RFI, TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 5. PRIOR TO ANY CHANGE OR MODIFICATION TO THE DRAWINGS PRIOR TO ANY CHANGE OR MODIFICATION TO THE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL. 6. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA IN ACCORDANCE WITH THE CONTRACT AND SAFETY RECOMMENDATIONS. 7. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT 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. 8. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE TEMPORARY COOLING/HEATING UNITS IF NECESSARY, DURING PERIODS AC AND HEATER ARE DOWN. 9. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 10. 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. 11. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 12. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 13. 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. 14. 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. 15. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 16. 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. 17. ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 18. 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. 19. 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. 20. ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REGULATIONS/CODES.

roof fan

M S -P 8"dia.

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M S -P 8"dia.

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roof fan

M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

roof fan

MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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DEMOLITION PLAN

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DEMOLITION GENERAL NOTES

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FE 10268 2J

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DEMOLITION PLAN

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BUILDING 20360 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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DEMOLITION KEY NOTES

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LEGEND

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EXISTING ROOF SYSTEM

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EXISTING PIPE PENETRATIONS

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1. HIGH ROOF: EXISTING TPO ROOFING SYSTEM OVER 1/2 INCH ROOF HIGH ROOF: EXISTING TPO ROOFING SYSTEM OVER 1/2 INCH ROOF BOARD OVER PLYWOOD ROOF DECK OVER STEEL ROOF JOISTS. CLEAN AND PREPARE SURFACE FOR NEW ROOFING SYSTEM. CONTRACTOR TO INCLUDE 500 SF ROOF DECK REPLACEMENT IN BID, REFERENCE DEMOLITION GENERAL NOTE #15. CONTRACTOR TO INCLUDE THE COST OF ROOF CORES TO DETERMINE THE EXISTING SYSTEM COMPOSITION AND THICKNESS. 2. LOW ROOF: TPO ROOFING SYSTEM OVER 4 INCH RIGID INSULATION LOW ROOF: TPO ROOFING SYSTEM OVER 4 INCH RIGID INSULATION OVER STEEL ROOF JOISTS. CONTRACTOR TO REMOVE EXISTING ROOFING SYSTEMS IN THEIR ENTIRETY DOWN TO THE STRUCTURAL DECK. CLEAN AND PREPARE SURFACE FOR NEW ROOFING SYSTEM. VCONTRACTOR TO INCLUDE THE COST OF ROOF CORES TO DETERMINE THE EXISTING SYSTEM COMPOSITION AND THICKNESS. 3. EXISTING HVAC UNIT, REMOVE ALL ROOF CURBS/STANDS TO ALLOW FOR EXISTING HVAC UNIT, REMOVE ALL ROOF CURBS/STANDS TO ALLOW FOR NEW TPO ROOFING SYSTEM. PREPARE FOR NEW ROOF CURBS AND FLASHING. 4. REMOVE ALL FLASHING AT ALL ROOF PIPE PENETRATIONS INCLUDING REMOVE ALL FLASHING AT ALL ROOF PIPE PENETRATIONS INCLUDING CONDENSATE DRAIN LINES AT HVAC UNITS AND PREPARE FOR NEW FLASHING. CONTRACTOR TO RAISE ALL PIPE PENTRATIONS INCLUDING PIPING TO ALLOW FOR NEW TPO ROOFING SYSTEM. 5. REMOVE ALL FLASHING AT ALL ROOF VENTS, PREPARE FOR NEW REMOVE ALL FLASHING AT ALL ROOF VENTS, PREPARE FOR NEW FLASHING. CONTRACTOR TO RAISE ALL VENT PENTRATIONS TO ALLOW FOR NEW TPO ROOFING SYSTEM. 6. REMOVE ALL FLASHING AT ALL EXISTING EXHAUST FANS. REMOVE ALL FLASHING AT ALL EXISTING EXHAUST FANS. 7. REMOVE EXISTING METAL COPING, FLASHING AND ASSOCIATED WOOD REMOVE EXISTING METAL COPING, FLASHING AND ASSOCIATED WOOD NAILERS. 8. REMOVE EXISTING METAL SCUPPERS AND PREPARE FOR NEW METAL REMOVE EXISTING METAL SCUPPERS AND PREPARE FOR NEW METAL SCUPPERS. EXISTING LEADER HEAD AND DOWNSPOUT TO REMAIN, PROTECT DURING CONSTRUCTION. CAFEFULLY REMOVE AND SALVAGE TO ALLOW FOR CONSTRUCTION IF NECESSARY AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. 9. CONTRACTOR TO REMOVE PORTION OF EXISTING EIFS TO ALLOW FOR CONTRACTOR TO REMOVE PORTION OF EXISTING EIFS TO ALLOW FOR THE INSTALLATION OF TPO MEMBRANE AT ALL PARAPETS. TPO MEMBRANE TO LAP UP PARAPET WALL AT A MIN. 12 INCHES STARTING FROM HIGHEST POINT OR ROOF RIDGE. CONTRACTOR TO ESTIMATE 1,800 L.F. OF BUILDING PERIMETER. 10. EXISTING BUILDING EXPANSION JOINT. CONTRACTOR TO NOTIFY COR OF EXISTING BUILDING EXPANSION JOINT. CONTRACTOR TO NOTIFY COR OF ANY ISSUES AT THE EXPANSION JOINT ONCE EXISTING ROOFING SYSTEM IS REMOVED. 11. ALL EXISTING ANTENNA ARE TO BE PROTECTED DURING CONSTRUCTION. ALL EXISTING ANTENNA ARE TO BE PROTECTED DURING CONSTRUCTION. REMOVE IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. 12. EXISTING LIGHTING PROTECTION AND ASSOCIATED WIRE AND STRAPS EXISTING LIGHTING PROTECTION AND ASSOCIATED WIRE AND STRAPS SHOULD BE REMOVED IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALLED ONCE CONSTRUCTION IS COMPLETE.

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roof fan

M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

HEAT

PUMP

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

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M S -P 8"dia.

roof fan

M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

HEAT

PUMP

HEAT

PUMP

HEAT

PUMP

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roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

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M S -P 8"dia.

roof fan

M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

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roof fan

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roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

HEAT

PUMP

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

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roof fan

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roof fan

M S -P 8"dia.

roof fan

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roof fan

M S -P 8"dia.

HEAT

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roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

roof fan

M S -P 8"dia.

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M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

HEAT

PUMP

HEAT

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HEAT

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HEAT

PUMP

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

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MS-P 8"dia.

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MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

MS-P 8"dia.

roof fan

M S -P 8"dia.

roof fan

M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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M S -P 8"dia.

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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NEW WORK PLAN

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NEW WORK GENERAL NOTES

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AS SHOWN

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FE 10268 2J

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BUILDING 20360 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 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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EXISTING SOLAR PENETRATIONS

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1. HIGH ROOF: NEW FULLY ADHERED 80 MIL TPO ROOFING SYSTEM OVER 5/8 HIGH ROOF: NEW FULLY ADHERED 80 MIL TPO ROOFING SYSTEM OVER 5/8 INCH DENSDECK PRIME ROOF BOARD OR APPROVED EQUAL. LOW ROOF: NEW FULLY ADHERED 80 MIL TPO ROOFING SYSTEM WITH R-30 INSULATION OVER 5/8 INCH DENSDECK PRIME ROOF BOARD OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH ROOFING MANUFACTURERS DETAILS REQUIRED TO MEET MANUFACTURER'S 30 YEAR ROOF WARRANTY 120 MPH WIND SPEED COVERAGE. ROOFING SYSTEM INCLUDING ALL FLASHING TO BE VALIDATED AND INSPECTED BY MANUFACTURER'S REPRESENTATIVE DURING AND AFTER CONSTRUCTION COMPLETION. 2. NEW PREFABRICATED ROOF CURBS AND FLASHING AT ALL HVAC CONDENSERS. NEW PREFABRICATED ROOF CURBS AND FLASHING AT ALL HVAC CONDENSERS. CURB TO BE 12 INCHES MIN. ABOVE NEW ROOF SYSTEM ELEVATION. ROOF MEMBRANE TO RUN UP AND OVER TOP OF CURB. INSTALL TPO FLASHING, METAL COUNTER FLASHING AND SEALANT GASKET. 3. NEW PRE-MANUFACTURED TPO MEMBRANE PIPE BOOTS AT ALL PIPE NEW PRE-MANUFACTURED TPO MEMBRANE PIPE BOOTS AT ALL PIPE PENETRATIONS. PROVIDE CONTINUOUS NP-1 SEALANT AT ALL JOINTS. INSTALL IN ACCORDANCE WITH ROOFING MANUFACTURERS DETAILS REQUIRED TO MEET MANUFACTURER'S 30 YEAR ROOF WARRANTY 120 MPH WIND SPEED COVERAGE. 4. NEW ROOF VENT FLASHING AND SEALANT. INSTALL IN ACCORDANCE WITH NEW ROOF VENT FLASHING AND SEALANT. INSTALL IN ACCORDANCE WITH ROOFING MANUFACTURERS DETAILS REQUIRED TO MEET MANUFACTURER'S 30 YEAR ROOF WARRANTY 120 MPH WIND SPEED COVERAGE. 5. NEW CURBS AND FLASHING AT ALL EXHAUST FAN. INSTALL IN ACCORDANCE NEW CURBS AND FLASHING AT ALL EXHAUST FAN. INSTALL IN ACCORDANCE WITH ROOFING MANUFACTURERS DETAILS REQUIRED TO MEET MANUFACTURER'S 30 YEAR ROOF WARRANTY 120 MPH WIND SPEED COVERAGE. 6. NEW PREFINISHED GALVANIZED PREFINISHED METAL COPING. INSTALL IN NEW PREFINISHED GALVANIZED PREFINISHED METAL COPING. INSTALL IN ACCORDANCE WITH ROOFING MANUFACTURERS DETAILS REQUIRED TO MEET MANUFACTURER'S 30 YEAR ROOF WARRANTY 120 MPH WIND SPEED COVERAGE. 7. NEW METAL SCUPPERS AND TPO COATED METAL SCUPPER SLEEVES, REFER TO NEW METAL SCUPPERS AND TPO COATED METAL SCUPPER SLEEVES, REFER TO BASE FLASHING AT THROUGH WALL SCUPPER DETAIL. 8. CONTRACTOR TO LAP UP ROOF MEMBRANE AT ALL PARAPET WALLS A MIN. 12 CONTRACTOR TO LAP UP ROOF MEMBRANE AT ALL PARAPET WALLS A MIN. 12 INCHES STARTING FROM HIGHEST POINT OR ROOF RIDGE. PROVIDE TERMINATION BAR, 4 INCH MIN. COUNTERFLASHING AND CONTINUOUS BEAD OF SEALANT. CONTRACTOR TO REPAIR EIFS AT PERIMETER AND PROVIDE J-MOLD TRIM WITH WEEP HOLES AT ALL PARAPETS. PAINT EIFS TO MATCH EXISTING. CONTRACTOR TO ESTIMATE 1,800 L.F. OF BUILDING PERIMETER. 9. PROVIDE NEW BASE FLASHING AND NEW METAL COVER AT EXISTING EXPANSION PROVIDE NEW BASE FLASHING AND NEW METAL COVER AT EXISTING EXPANSION JOINT. REFERENCE SHEET A-104. 10. NEW TAPERED RIGID INSULATION AND CANT STRIP AT CRICKET, TYPICAL. NEW TAPERED RIGID INSULATION AND CANT STRIP AT CRICKET, TYPICAL. 11. NEW FALL PROTECTION POST. NEW FALL PROTECTION POST. 12. REINSTALL EXISTING ANTENNA WITH APPROPRIATE FASTENERS AND SEALANT. REINSTALL EXISTING ANTENNA WITH APPROPRIATE FASTENERS AND SEALANT. 13. EXISTING LIGHTING PROTECTION AND ASSOCIATED WIRE AND STRAPS SHOULD BE EXISTING LIGHTING PROTECTION AND ASSOCIATED WIRE AND STRAPS SHOULD BE REMOVED IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALLED ONCE CONSTRUCTION IS COMPLETE. 14. PROVIDE FULLY ADHERED ROOF WALK PADS AS MANUFACTURED BY ROOF PROVIDE FULLY ADHERED ROOF WALK PADS AS MANUFACTURED BY ROOF MANUFACTURER. COLOR TO BE: WHITE.

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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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NUMBER:

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SHEET

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DESCRIPTION

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MARK

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DATE

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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 10268 2J

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BUILDING 20360 ROOF REPLACEMENT PROJECT

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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 COUNTER FLASHING¾ SEE NOTES 3

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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 RE-ROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR COUNTER FLASHING.

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NOTES:

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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

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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 RE-ROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR EXPANSION JOINT COVERS.

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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 COUNTER FLASHING¾ SEE NOTES 6

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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 COUNTER FLASHING 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 RE-ROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR COUNTER FLASHING.

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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

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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 COUNTER FLASHING 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 RE-ROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR COUNTER FLASHING.

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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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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 FLASHING BE 8 INCHES HIGH; HOWEVER, NRCA IS AWARE PRE-MANUFACTURED BOOT NRCA RECOMMENDS FLASHING BE 8 INCHES HIGH; HOWEVER, NRCA IS AWARE PRE-MANUFACTURED BOOT FLASHING 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.

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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

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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.

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File details come from the government source that posted it. Updated Jul 10, 2024.