100_ DWG_FY25_0769_FE 10235 1J_Repair-Replace Failing Roof.pdf

PDF 4 MB Posted Aug 11, 2025

Attached to: Roof Repair B769
Solicitation number: W911SH25BA032
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Written by GovTribe AI · Aug 11, 2025

These documents are architectural and engineering design drawings for the Building 769 Roof Replacement Project at Fort Bliss, Texas. The project involves a comprehensive roof replacement for Building 769, with detailed plans covering demolition, new work, site plans, and specific roofing system details. The drawings include a site location map, demolition and new work plans, and technical specifications for roof installation, including asphalt shingle roof systems, flashing details, valley treatments, chimney interfaces, and penetration management. The technical drawings provide comprehensive guidance for contractors, specifying materials, installation methods, and precise geometric configurations for the roof replacement, with particular attention to water management, edge treatments, and integration with existing building structures.

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Other files

File	Type	Posted
Abstract of Offerors Page 2.pdf	PDF	Sep 15, 2025
Abstract of Offerors Page 1.pdf	PDF	Sep 15, 2025
Solicitation Amendment W911SG25BA0320003 SF 30.pdf	PDF	Aug 26, 2025
Site Visit B769.pdf	PDF	Aug 15, 2025
Solicitation Amendment - W911SG25BA0320002 (1).pdf	PDF	Aug 11, 2025
Solicitation Amendment W911SG25BA0320002 SF 30.pdf	PDF	Aug 11, 2025
Asbestos and Lead Survey_Bldg-769_20051208.pdf	PDF	Aug 11, 2025
Amendment W911SG25BA032 0001.pdf	PDF	Aug 11, 2025
Wage Determination.pdf	PDF	Aug 11, 2025
Solicitation - W911SG25BA032.pdf	PDF	Aug 11, 2025
100_SOW_FY25_0769_FE 10235 1J_Repair-Replace Failing Roof (2).pdf	PDF	Aug 11, 2025
Amendment W911SG25BA032 0001 SF30.pdf	PDF	Aug 11, 2025

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COVER SHEET

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FORT BLISS, TEXAS

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INDEX OF DRAWINGS

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CONCURRENCES

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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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OPERATIONS & MAINTENANCE DIVISION

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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 769 ROOF REPLACEMENT PROJECT

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PROJECT LOCATION MAP

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BLDG. 769 ROOF REPLACEMENT PROJECT

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TAYLOR RD.

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CARTER RD.

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PLEASONTON RD.

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HOLBROOK AVE.

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BLDG. 769

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HOLBROOK AVE.

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PROJECT LOCATION

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SITE PLAN

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SITE PLAN

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LEGEND

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1. BUILDING 769 IS A HISTORICAL BUILDING AND THE CULTURAL BUILDING 769 IS A HISTORICAL BUILDING AND THE CULTURAL RESOURCE MANAGER APPROVAL COORDINATED THROUGH THE COR IS REQUIRED FOR ALL NEW MATERIALS AND PAINT COLORS. CUSTOM PAINT MATCHING MAY BE REQUIRED AS PART OF THIS PROJECT. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITIES BEFORE COMMENCING WORK. 3. 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. 4. CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, SPECIFICATIONS, CONTRACTOR SHALL UTILIZE STATEMENT OF WORK, SPECIFICATIONS, DRAWINGS AND CONTRACT TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT. 5. 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. 6. PRIOR TO ANY CHANGE OR MODIFICATION TO THE DRAWINGS DUE PRIOR TO ANY CHANGE OR MODIFICATION TO THE DRAWINGS DUE TO ACTUAL CONDITIONS, DPW REPRESENTATIVE SHALL BE NOTIFIED FOR REVIEW AND APPROVAL. 7. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA IN CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA IN ACCORDANCE WITH THE CONTRACT AND SAFETY RECOMMENDATIONS. 8. PRIOR TO CONSTRUCTION START, CONTRACTOR SHALL CONDUCT A 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. 9. 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. 10. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 11. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL 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. 12. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 13. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 14. 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. 15. 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. 16. 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. 17. 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. 18. ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED ALL REMOVED EQUIPMENT SHALL BE REINSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 19. 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. 20. 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. 21. ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S ALL WORK SHALL COMPLY WITH ALL MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL REGULATIONS/CODES.

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LAY-DOWN ARE NOTES

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1. LAY-DOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF 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 AND CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND SUPPLIES REQUIRED TO SECURE THE TEMPORARY STORAGE AREA.

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UTILITY NOTES

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1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER 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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BLDG. 769 ROOF REPLACEMENT PROJECT

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REMOVE EXISTING ROOF SYSTEM

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CARTER RD.

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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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 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 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 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 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 CONTRACTOR SHALL PROTECT ALL GOVERNMENT PROPERTY TO INCLUDE CARS, EQUIPMENT AND BUILDING SYSTEMS. 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 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. 13. ANY ITEMS SCHEDULED FOR DEMOLITION 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 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 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 ABANDONED PENETRATION, WATER DAMAGE, OR ROT AND PROVIDE FULL REPLACEMENT. 16. NOT USED NOT USED 17. CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT CONTRACTOR TO LIFT ALL MECHANICAL EQUIPMENT IN PLACE TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. 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 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 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.

AutoCAD SHX Text 21.CONTRACTOR WILL FIELD VERIFY BEFORE REMOVING ANY ABANDONED PENETRATIONS. 22.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 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 DISPOSE OF CONSTRUCTION MATERIALS. 25.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

AutoCAD SHX Text NOTE: EXISTING 2005 ASBESTOS SURVEY DOES NOT EXISTING 2005 ASBESTOS SURVEY DOES NOT INCLUDE ROOFING SYSTEM MATERIALS. PRIOR TO CONSTRUCTION A HAZARDOUS MATERIALS SURVEYS (ACM & LBP) ARE REQUIRED. 1 REMOVE EXISTING ROOF SYSTEM DOWN TO THE REMOVE EXISTING ROOF SYSTEM DOWN TO THE WOOD DECK. CLEAN AND PREPARE SURFACE. CONTRACTOR TO FIELD VERIFY EXISTING DRIP EDGE DIMENSION, NEW DRIP EDGE TO BE EQUAL IN DIMENSION AND PROFILE. SECURE VENTS AND OTHER ROOF PROJECTIONS, AND DRIVE PROJECTING NAILS FIRMLY HOME. CONTRACTOR TO ASSUME 500 SF OF WOOD DECK REPLACEMENT, SEE DEMOLITION GENERAL NOTE #15. THE CONTRACTOR TO NOTIFY THE COR OF ANY STRUCTURAL CONCERNS. 2 REMOVE METAL EVAPORATIVE COOLER/EQUIPMENT REMOVE METAL EVAPORATIVE COOLER/EQUIPMENT STANDS IF NECESSARY TO ALLOW FOR CONSTRUCTION, REINSTALL PRIOR TO NEW ROOF MATERIAL INSTALLATION TO ALLOW FOR PROPER FLASHING. PROVIDE OSHA COMPLIANT MID RAIL AND TOE RAIL AT EQUIPMENT STAND. REPLACE ALL ROOF DUCT PENETRATIONS AND EXISTING FLASHING AROUND EQUIPMENT STAND. PREPARE AND PRIME ALL EQUIPMENT STANDS FOR NEW PAINT. CONTRACTOR TO FIELD VERIFY AND VALIDATE. 3 REMOVE EXISTING MECHANICAL STAND AND/OR LEGS REMOVE EXISTING MECHANICAL STAND AND/OR LEGS AND ANCHORS WHERE EQUIPMENT STANDS WERE PREVIOUSLY REMOVED. 4 REMOVE METAL COPING AND ASSOCIATED WOOD REMOVE METAL COPING AND ASSOCIATED WOOD BLOCKING CAREFULLY SO AS NOT TO DISTURB/DAMAGE EXISTING HISTORIC METAL FASICA THAT IS TO REMAIN. PREPARE FOR NEW METAL COPING. 5 EXISTING EXHAUST FAN TO REMAIN, PROTECT DURING EXISTING EXHAUST FAN TO REMAIN, PROTECT DURING CONSTRUCTION. 6 REMOVE EXISTING FLASHING AT EXISTING PIPE REMOVE EXISTING FLASHING AT EXISTING PIPE PENETRATION AND PREPARE FOR NEW FLASHING, TYPICAL. 7 REMOVE ALL FLASHING AT ALL ROOF VENTS, REMOVE ALL FLASHING AT ALL ROOF VENTS, PREPARE FOR NEW FLASHING. 8 REMOVE EXISTING FLASHING AND COUNTERFLASHING REMOVE EXISTING FLASHING AND COUNTERFLASHING AT PARAPET AND PREPARE FOR NEW FLASHING, TYPICAL. 9 REMOVE EXISTING WOOD FASCIA BOARD AT EAST REMOVE EXISTING WOOD FASCIA BOARD AT EAST AND WEST SIDE OF BUILDING AND PREPARE FOR NEW WOOD FASCIA. 10 REMOVE EXISTING LEADER HEAD AND DOWNSPOUT REMOVE EXISTING LEADER HEAD AND DOWNSPOUT INCLUDING WOOD NAILER. CONTRACTOR TO FIELD VERIFY EXISTING LEADER HEAD DIMENSION AND PROFILE AND DOWNSPOUT DIMENSIONS AS NEW LEADER HEAD AND DOWNSPOUT TO BE EQUAL TO EXISTING. ORIGINAL ANCHOR POINTS FOR STRAPS ON BUILDING SHOULD BE REUSED FOR INSTALLATION OF NEW LEADER HEAD AND DOWNSPOUT. EXISTING SPLASHBLOCK TO REMAIN. 11 REMOVE EXISTING SCUPPER AND PREPARE FOR NEW REMOVE EXISTING SCUPPER AND PREPARE FOR NEW METAL SCUPPER. 12 REMOVE EXISTING WOOD SOFFIT AT EAST AND WEST REMOVE EXISTING WOOD SOFFIT AT EAST AND WEST SIDE OF BUILDING AND PREPARE FOR NEW WOOD FASCIA, PAINT TWO COATS. 13 CONTRACTOR TO INCLUDE 50 SF OF STUCCO FINISH CONTRACTOR TO INCLUDE 50 SF OF STUCCO FINISH COAT REPAIR AND 50 SF OF ADOBE (BELOW STUCCO) REPAIR PRIOR TO STUCCO REPAIR. PROVIDE MINERAL-BASED PAINT TO REPAIRED STUCCO TO MATCH THE ADJACENT SURFACE. CONTRACTOR TO FIELD VERIFY AND VALIDATE AREAS OF REPLACEMENT. 14 PROTECT ALL EXISTING ANTENNAE AND LIGHTNING PROTECT ALL EXISTING ANTENNAE AND LIGHTNING PROTECTION DURING CONSTRUCTION. REMOVE IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. CONTRACTOR TO TEST LIGHTNING PROTECTION AND ANTENNAE TO ENSURE THAT EQUIPMENT IS WORKING PROPERLY. ANY LIGHTING PROTECTION THAT IS REMOVED DURING CONSTRUCTION SHALL BE REINSTALLED BY A UL CERTIFIED LIGHTNING PROTECTION PROFESSIONAL (JOURNEYMAN).

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DEMOLITION GENERAL NOTES

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DEMOLITION GENERAL NOTES

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(CONTINUED)

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DEMOLITION KEY NOTES

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EXISTING ROOF SYSTEM

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EXISTING DUCTWORK PENETRATIONS

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EXISTING EXHAUST FANS

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EXISTING PIPE PENETRATIONS

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EXISTING WATER CONNECTION

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EXISTING ELECTRICAL CONNECTION

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EXISTING PIPE PENETRATIONS

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EXISTING MECH. STAND LEGS

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BLDG. 769 ROOF REPLACEMENT PROJECT

AutoCAD SHX Text 1 NEW ASPHALT SHINGLE ROOF SYSTEM INCLUDING NEW ASPHALT SHINGLE ROOF SYSTEM INCLUDING SELF-ADHERING UNDERLAYMENT AND ASPHALT ROOF SHINGLES. ASPHALT SHINGLES: "DURATION" SERIES SERIES SHINGLES AND "DURARIDGE" HIP AND RIDGE SHINGLES HIP AND RIDGE SHINGLES OR APPROVED EQUAL. COLOR TO MATCH: OWENS CORNING: "ONYX BLACK". PROVIDE A SIX NAIL PATTERN AT EACH SHINGLE INSTALLATION. SELF-ADHERING UNDERLAYMENT AS MANUFACTURED BY OWENS CORNING ROOFING AND ASPHALT, LLC., PRODUCT NAME: "TITANIUM PSU30". OR APPROVED EQUAL. ASPHALT SHINGLES TO BE INSTALLED 3 INCHES ABOVE MODIFIED BITUMEN ROOFING. 2 CONTRACTOR TO PROVIDE AND INSTALL 2 PLY MODIFIED CONTRACTOR TO PROVIDE AND INSTALL 2 PLY MODIFIED BITUMEN PORTION OF ROOF PRIOR TO THE INSTALLATION OF ASPHALT SHINGLE ROOF. MODIFIED BITUMEN BASE SHEET AND AIR VAPOR BARRIER TO EXTEND THREE FEET UP THE SIDE WALLS (EAST & WEST) BELOW THE UNDERLAYMENT FOR THE ASPHALT SHINGLES AND EIGHTEEN INCHES UP PARAPET WALLS (NORTH & SOUTH). PROVIDE NEW TAPERED RIGID INSULATION AND CANT STRIPS AT PARAPET WALLS TO ALLOW FOR POSITIVE DRAINAGE TO SCUPPERS. ROOFING SYSTEM INCLUDING ALL FLASHING TO BE VALIDATED AND INSPECTED BY MANUFACTURER'S REPRESENTATIVE DURING AND AFTER CONSTRUCTION COMPLETION. 3 PROVIDE NEW ROOF DUCT PENETRATIONS, METAL DUCT PROVIDE NEW ROOF DUCT PENETRATIONS, METAL DUCT WORK AND FLASHING AT ALL HVAC UNITS. CURB TO BE 8 INCHES MIN. ABOVE NEW ROOF SYSTEM ELEVATION. PAINT ALL HVAC EQUIPMENT STANDS AND PROVIDE METAL FLASHING AND SEALANT PRIOR TO INSTALLATION OF ROOF MATERIAL. 4 NEW 26-GAUGE, PREFINISHED GALVANIZED STEEL NEW 26-GAUGE, PREFINISHED GALVANIZED STEEL COPING AND ASSOCIATED WOOD BLOCKING, INSTALL CAREFULLY SO AS NOT TO DISTURB/DAMAGE EXISTING HISTORIC METAL FASICA THAT IS TO REMAIN. CONTRACTOR TO SUBMIT COPING SHOP DRAWINGS FOR APPROVAL BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO FABRICATION. 5 PROVIDE NEW 26-GAUGE METAL FLASHING AND NS PROVIDE NEW 26-GAUGE METAL FLASHING AND NS SEALANT AT EXISTING EXHAUST FAN. 6 PROVIDE NEW MANUFACTURED, COMMERCIAL, GRADE ALL PROVIDE NEW MANUFACTURED, COMMERCIAL, GRADE ALL METAL PIPE BOOT FLASHING AT ALL PIPE PENETRATIONS. PROVIDE CONTINUOUS NS SEALANT AT ALL JOINTS. 7 NEW ROOF VENT FLASHING AND NS SEALANT AT ALL NEW ROOF VENT FLASHING AND NS SEALANT AT ALL VENT PENETRATIONS. 8 PROVIDE NEW 26-GAUGE METAL FLASHING AND PROVIDE NEW 26-GAUGE METAL FLASHING AND COUNTERFLASHING AT PARAPET. CONTRACTOR TO SUBMIT FLASHING SHOP DRAWINGS FOR APPROVAL BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO INSTALLATION. 9 PROVIDE NEW WOOD FASCIA BOARD AND NEW PROVIDE NEW WOOD FASCIA BOARD AND NEW 26-GAUGE, PREFINISHED GALVANIZED STEEL EDGE FLASHING AND DRIP EDGE AT ROOF PERIMETER. PAINT AND PREPARE FASCIA BOARD, COLOR TO BE SUBMITTED AND APPROVED BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO WORK. NEW METAL DRIP EDGE TO BE EQUAL IN DIMENSION AND PROFILE TO BE APPROVED BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO FABRICATION. 10 PROVIDE NEW 24-GAUGE PREFINISHED GALVANIZED PROVIDE NEW 24-GAUGE PREFINISHED GALVANIZED DOWNSPOUTS AND LEADERHEADS. NEW LEADER HEAD AND DOWNSPOUT TO BE EQUAL IN DIMENSION AND PROFILE TO EXISTING. CONTRACTOR TO SUBMIT LEADER HEAD AND DOWNSPOUT SHOP DRAWINGS FOR APPROVAL BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO FABRICATION. 11 NEW METAL SCUPPER AND METAL SCUPPER SLEEVE, NEW METAL SCUPPER AND METAL SCUPPER SLEEVE, REFER TO BASE FLASHING AT THROUGH WALL SCUPPER DETAIL. 12 NEW WOOD SOFFIT AT PERIMETER OF BUILDING NEW WOOD SOFFIT AT PERIMETER OF BUILDING INCLUDING CONTINUOUS BLOCKING, PRIME AND PAINT (TWO COATS). CONTRACTOR TO FIELD VERIFY AND VALIDATE WITH COR. COLOR TO BE SUBMITTED AND APPROVED BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO WORK. 13 CONTRACTOR TO INCLUDE 50 SF OF STUCCO FINISH CONTRACTOR TO INCLUDE 50 SF OF STUCCO FINISH COAT REPAIR AND 50 SF OF ADOBE REPAIR (BELOW STUCCO), CONTRACTOR TO FIELD VERIFY AND VALIDATE WITH COR. PAINT WITH MINERAL BASED PAINT (2 COATS), COLOR TO BE SUBMITTED AND APPROVED BY CULTURAL RESOURCE MANAGER AND COR PRIOR TO WORK. 14 NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF ANCHORS, REFERENCE NEW WORK GENERAL NOTE #17 AND SOW. 15 ALL EXISTING ANTENNA ARE TO BE PROTECTED DURING ALL EXISTING ANTENNA ARE TO BE PROTECTED DURING CONSTRUCTION. REINSTALL ANY ANTENNA THAT WERE REMOVED ONCE CONSTRUCTION IS COMPLETE, REFER TO SOW.

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NEW WORK KEY NOTES

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT 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, 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 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 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 NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 9. THE INSTALLATION OF TAPERED INSULATION, AS SHED 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. 10. ALL ROOF PENETRATION AND FLASHING WORK SHALL BE 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 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 SIDES 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. EXISTING CONCRETE SPLASH BLOCKS TO REMAIN. EXISTING CONCRETE SPLASH BLOCKS TO REMAIN. 17. PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM PROVIDE AND INSTALL SIX, STAINLESS STEEL, MINIMUM 5,000 LB (22.2 kN) TENSILE STRENGTH 'D' RING TYPE 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 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.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 PERMITTED.BURNING ON FORT BLISS PROPERTY IS NOT PERMITTED.

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EXISTING DUCTWORK PENETRATIONS

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EXISTING EXHAUST FANS

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EXISTING PIPE PENETRATIONS

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EXISTING WATER CONNECTION

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EXISTING ELECTRICAL CONNECTION

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NEW FALL PROTECTION ROOF ANCHOR

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NEW ASPHALT SHINGLE ROOF SYSTEM

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LEGEND

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NEW BUILT-UP ROOF SYSTEM

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HIP DETAIL

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EAVE DETAIL

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EAVE WITH GUTTER DETAIL

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RAKE DETAIL

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RAKE WITH STARTER COURSE DETAIL

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NON-VENTED RIDGE DETAIL

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T- OR L-TYPE DRIP EDGE METAL, SEE NOTE 1SEE NOTE 1

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1. FOR L-TYPE DRIP EDGE METAL, STARTER COURSE EXTENDS UP TO 3/4" BEYOND THE PERIMETER EDGE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

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UP TO 3/4" OVERHANG WITH L-TYPE DRIP EDGE METAL

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GUTTER

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L- OR T-TYPE DRIP EDGE METAL

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METAL DRIP EDGE TO MATCH EXISTING DIMENSION, V.I.F.

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1. MOST MANUFACTURERS SUPPLY SPECIAL RIDGE SHINGLES. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS.

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UNDERLAYMENT WRAPPED OVER RIDGE

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1. MOST MANUFACTURERS SUPPLY SPECIAL HIP SHINGLES. FOLLOW INSTALLATION INSTRUCTIONS.

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METAL SCUPPER FASTENED 4" O.C. STAGGERED, USING GALVANIZED ANNULAR RING NAILS

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SEALANT

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REFER TO PARAPET AND WALL DETAILS FOR ACCEPTABLE TERMINATION

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VAPOR RETARDER AS REQUIRED

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COVERBOARD ADHERTED OR MECHANICALLY ATTACHED

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SIDE FLASHING WITH TWO PIECE COUNTER FLASHING DETAIL

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CLOSED-CUT VALLEY DETAIL

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CHIMNEY WITH CRIQUET FLASHING DETAIL

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VENT PIPE PENETRATION DETAIL

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STEEP TO LOW SLOPE ROOF SYSTEM TRANSITION DETAIL

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EXTEND SHINGLE 12" MIN. BEYOND CENTER OF VALLEY

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TRIM CORNER OF SHINGLES

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VALLEY UNDERLAYMENT

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2. THE CUT SIDE OF THE VALLEY SHOULD BE ON THE SIDE WITH THE GREATEST ROOF AREA.

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1. NO FASTENERS WITHIN 6 INCHES OF VALLEY CENTER.

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SHEET-METAL STEP FLASHING AT EACH COURSE

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MAINTAIN 1" ABOVE ROOF SURFACE

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TWO-PIECE SHEET-METAL COUNTERFLASHING¾ OVERLAP STEP FLASHING MIN. 2"

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BUILDING WRAP¾OVERLAP OVERLAP COUNTERFLASHING MIN. 2"

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WALL SIDING/CLADDING NOT SHOWN FOR CLARITY

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2" MIN.

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APPROPRIATE FASTENERS

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SEALING STRIP

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SLOPE

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1. FOR SECUREMENT AND JOINERY OPTIONS FOR SHEET METAL AND COUNTERFLASHING OPTIONS, REFER TO THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING.

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SEALING STRIP

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SOFT-METAL FLASHING SLEEVE¾ ROLL INTO PIPE APPROX. 1"

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SEALANT UNDER SHINGLES

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SECTION

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PIPE PENETRATION FLASHING

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UNDERLAYMENT

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OPTIONAL: SEALANT

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FIELD UNDERLAYMENT AND ROOF DECK NOT SHOWN FOR CLARITY

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SHEET-METAL COUNTERFLASHING

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SHEET-METAL APRON FLASHING WITH HEMMED EDGE

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ASPHALT SHINGLES

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SOLDER OR SEAL CORNERS

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UNDERLAYMENT TURNED UP WALL

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SHEET-METAL COUNTERFLASHING

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SHEET-METAL CRICKET FLASHING¾SOLDER OR SEAL SOLDER OR SEAL CORNERS

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STEP FLASHING¾BOTH BOTH SIDES OF CHIMNEY

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CRICKET FLASHING AT MASONRY CHIMNEY

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2. FOR SECUREMENT AND JOINERY OPTIONS FOR SHEET METAL AND COUNTERFLASHING OPTIONS, REFER TO THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING.

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1. THIS DETAIL APPLIES TO CHIMNEYS WIDER THAN 24 INCHES.

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APRON FLASHING AT MASONRY CHIMNEY

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3" MIN.

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LAP UNDERLAYMENT OVER FLASHING

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SHEET-METAL COUNTERFLASHING

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STEP FLASHING¾BOTH BOTH SIDES OF CHIMNEY

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BACKER FLASHING AT MASONRY CHIMNEY

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APRON FLASHING AT MASONRY CHIMNEY

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SHEET-METAL APRON FLASHING WITH HEMMED EDGE

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SOLDER OR SEAL CORNERS

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SHEET-METAL STEP FLASHING

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UNDERLAYMENT TURNED UP WALL

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2. FOR SECUREMENT AND JOINERY OPTIONS FOR SHEET METAL AND COUNTERFLASHING OPTIONS, REFER TO THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING.

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1. THIS DETAIL APPLIES TO CHIMNEYS THAT ARE 24 INCHES WIDE OR LESS.

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NOTES:

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LAP UNDERLAYMENT OVER FLASHING

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ROOF DECK

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ROOF SYSTEM EXTENDED ABOVE TRANSITION

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SHINGLES HELD BACK 10" MIN.

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FIRST COURSE SHALL COVER BASE FLASHING

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SLOPE

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SEALING STRIP

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UNDERLAYMENT

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STARTER COURSE

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ASPHALT SHINGLES

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REVIEWED BY:

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DRAWN BY:

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SCALE:

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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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PROJECT INFORMATION SIGNAGE DETAIL

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AS SHOWN

AutoCAD SHX Text 04/08/2025

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FE-10235-1J

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AutoCAD SHX Text NOTES: 1. THE SIGNS ARE TO BE ERECTED AT A LOCATION THE SIGNS ARE TO BE ERECTED AT A LOCATION DESIGNATED BY THE COR AND SHALL CONFORM TO THE SIZE, FORMAT, AND TYPOGRAPHIC STANDARDS. 2. THE SIGN PANELS ARE TO BE FABRICATED FROM .75" HIGH THE SIGN PANELS ARE TO BE FABRICATED FROM .75" HIGH DENSITY OVERLAY PLYWOOD. 3. SIGN GRAPHICS TO BE PREPARED ON A WHITE SIGN GRAPHICS TO BE PREPARED ON A WHITE NON-REFLECTIVE VINYL FILM WITH POSITIONABLE ADHESIVE BACKING. 4. DRILL AND INSERT SIX (6) .375" T-NUTS FROM THE DRILL AND INSERT SIX (6) .375" T-NUTS FROM THE FRONT FACE OF THE SIGN PANEL. FLANGE OF T-NUT TO BE BLUSH WITH SIGN FACE. 5. SIGN UPRIGHT TO BE STRUCTURAL GRADE 4"X4" TREATED SIGN UPRIGHT TO BE STRUCTURAL GRADE 4"X4" TREATED DOUGLAS FIR OR SOUTHERN YELLOW PINE. NO. 1 OR BETTER. DRILL SIX (6) .375" MOUNTING HOLES IN UPRIGHTS TO ALIGN WITH T-NUTS IN SIGN PANEL.COUNTERSINK (.5") BACK OF HOLE TO ACCEPT SOCKET HEAD CAP SCREW (4" X .375") 6. MINIMUM DISTANCE BETWEEN BOTTOM OF SIGN AND MINIMUM DISTANCE BETWEEN BOTTOM OF SIGN AND GROUND SHALL BE 4'.

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PROJECT INFORMATION SIGNAGE DETAIL

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NOT TO SCALE

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BLDG. 769 ROOF REPLACEMENT PROJECT

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Sheets and Views

Bldg 769 - Roofing - 11042024-CVRSHT

Bldg 769 - Roofing - 11042024-A-100-SITE

Bldg 769 - Roofing - 11042024-A-101-DEMO

Bldg 769 - Roofing - 11042024-A-102-NEW

Bldg 769 - Roofing - 11042024-A-103-DETAILS

Bldg 769 - Roofing - 11042024-A-104-DETAILS

Bldg 769 - Roofing - 11042024-A-105-PR-INFO

File details come from the government source that posted it. Updated Aug 11, 2025.