Drawings_FY25_128_DE 10104 5J_Roof Repairs at B128.pdf

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COVER SHEET

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FORT BLISS, TEXAS

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INDEX OF DRAWINGS

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BUILDING 128 ROOF REPLACEMENT

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PROJECT LOCATION MAP

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PROJECT LOCATION

AutoCAD SHX Text 1 = COVER SHEET 2 = SITE PLAN 3 = DEMOLITION WORK PLAN 4 = NEW WORK PLAN 5 = DETAILS 6 = DETAILS (CONTINUED) 7 = DETAILS (CONTINUED) 8 = PROJECT INFORMATION SIGNAGE DETAIL

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BUILDING 128 ROOF REPLACEMENT

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CASSIDY RD.

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BLDG. 128

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SITE PLAN

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PERSHING RD.

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GENERAL NOTES (EXISTING CONDITIONS)

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LEGEND

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1. BUILDING 128 IS A HISTORICAL BUILDING AND THE CULTURAL BUILDING 128 IS A HISTORICAL BUILDING AND THE CULTURAL RESOURCE MANAGER APPROVAL COODINATED THROUGH THE COR IS REQUIRED FOR ALL NEW MATERIALS AND PAINT COLORS. 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, SOW, 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.

AutoCAD SHX Text CONSTRUCTION LIMITS - CONSTRUCTION AREA TO USE DEMARCATION POINTS SUCH AS FENCING, CURBS, ETC., WHEREVER FEASIBLE UNLESS OTHERWISE NOTED.

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REMOVE EXISTING ROOF SYSTEM

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SLATER RD.

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CONSTRUCTION LIMITS

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CHAFFEE RD.

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DEMOLITION WORK PLAN

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DEMOLITION WORK PLAN

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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, SOW, 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 AND PROVIDE FULL REPLACEMENT TO INCLUDE STEEL ANGLE REINFORCEMENT SUPPORT AS NEEDED. 16. THE CONTRACTOR SHOULD ENSURE THAT THE THE CONTRACTOR SHOULD ENSURE THAT THE WORKERS ARE 10-FEET AWAY FROM RIO GRANDE ELECTRIC SERVICE WIRE. THE CONTRACTOR SHOULD SUBMIT A DMO THROUGH THE SERVICE ORDER DESK TO RGEC IF A COVER UP (RUBBER BLANKET) IS REQUIRED AT LEAST THREE DAYS PRIOR. 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.

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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. 21. CONTRACTOR WILL FIELD VERIFY BEFORE MOVING CONTRACTOR WILL FIELD VERIFY BEFORE MOVING 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 1 REMOVE EXISTING ASPHALT SHINGLE ROOF SYSTEM REMOVE EXISTING ASPHALT SHINGLE ROOF SYSTEM DOWN TO THE 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 DECK REPLACEMENT, SEE DEMOLITION GENERAL NOTE #15. THE CONTRACTOR TO NOTIFY THE COR OF ANY STRUCTURAL CONCERNS. 2 REMOVE ALL EXISTING SHEETMETAL TO INCLUDE REMOVE ALL EXISTING SHEETMETAL TO INCLUDE FLASHING, COUNTER FLASHING, STEP FLASHING, ETC. AT EXISTING PIPE PENETRATIONS, EXHAUST FAN, ROOF VENTS, CHIMNEYS, PARAPETS, ETC. PREPARE FOR NEW FLASHING, TYPICAL. 3 CONTRACTOR TO REMOVE AND REPLACE ALL THE CONTRACTOR TO REMOVE AND REPLACE ALL THE FASCIA BOARDS. CONTRACTOR TO FIELD VERIFY AND VALIDATE. MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE BEFORE INSTALLATION. 4 CONTRACTOR TO INCLUDE 220 SF OF WOOD SOFFIT CONTRACTOR TO INCLUDE 220 SF OF WOOD SOFFIT REPLACEMENT, CONTRACTOR TO FIELD VERIFY AND VALIDATE. MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE BEFORE INSTALLATION. 5 ALL EXISTING ROOF TOP EQUIPMENT (ANTENNAS, ALL EXISTING ROOF TOP EQUIPMENT (ANTENNAS, VENTS, EXHAUST FANS, HVAC, EVAP UNITS, ETC.) TO INCLUDE WATER, GAS AND ELECTRICAL LINES SHALL BE PROTECTED DURING CONSTRUCTION. REMOVE IF NECESSARY TO ALLOW FOR CONSTRUCTION AND REINSTALL ONCE CONSTRUCTION IS COMPLETE. COORDINATE WITH GOVERNMENT REPRESENTATIVE AND BUILDING'S PERSONNEL PRIOR TO DISCONNECT ANY EQUIPMENT. 6 CONTRACTOR SHALL REVIEW THE ASBESTOS AND CONTRACTOR SHALL REVIEW THE ASBESTOS AND LEAD SURVEY REPORTS PROVIDED WITH THE SOW PRIOR TO START DEMOLITION.

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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 CHIMNEY

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EXISTING ANTENNA

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LEGEND

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EXISTING EVAPORATIVE COOLER

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EXISTING DUCT PENETRATION

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EXISTING ELECTRICAL PENETRATION

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BUILDING 128 ROOF REPLACEMENT

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AutoCAD SHX Text 1 THIS BUILDING IS LOCATED IN OR NEAR THE HISTORIC THIS BUILDING IS LOCATED IN OR NEAR THE HISTORIC DISTRICT. THE HISTORIC PRESERVATION PROGRAM SHALL REVIEW AND APPROVE ALL MATERIAL SUBMITTALS FOR ACCESSORIES, SEALANTS, GUTTERS, DOWNPOUTS, SHEETMETAL, REPLACEMENT SOFFIT, FASCIA, PAINT, ROOFING, ETC. BEFORE CONTRACTOR CAN COMMENCE WORK. 2 NEW METAL SHINGLE AND TPO ROOF SYSTEM INCLUDING NEW METAL SHINGLE AND TPO ROOF SYSTEM INCLUDING SELF-ADHERING UNDERLAYMENT METAL SHINGLES: BERRIDGE VICTORIAN CLASSIC MEATAL SHINGLES OR APPROVED EQUAL. COLOR TO MATCH BERRIDGE "COLONIAL RED". UNDERLAYMENT: MINIMUM #30 FELT OR BERRIDGE APPROVED 40 MIL MINIMUM, HIGH TEMPERATURE PEEL AND STICK UNDERLAYMENT OR APPROVED EQUAL. TPO 72 MIL WITH 5/8-INCH GLASS-MAT ROOF BOARD. PROVIDE CONTINUOUS SEALANT AT TRANSITION BETWEEN METAL SHINGLES AND TPO. 3 PROVIDE AND INSTALL NEW SHEETMETAL TO INCLUDE PROVIDE AND INSTALL NEW SHEETMETAL TO INCLUDE FLASHING, COUNTER FLASHING, STEP FLASHING, ETC. AT ALL EXISTING PIPE PENETRATIONS, EXHAUST FAN, ROOF VENTS, CHIMNEYS, PARAPETS, ETC. PROVIDE NEW 26-GAUGE, PREFINISHED GALVANIZED STEEL SHEET METAL, DIMENSIONS AND PROFILES TO BE EQUAL TO EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIAL AND COLOR BEFORE INSTALLATION. 4 PROVIDE AND INSTALL SEALANT AT ALL EXISTING PIPE PROVIDE AND INSTALL SEALANT AT ALL EXISTING PIPE PENETRATIONS, FLASHING, VENTS, ETC. CONTRACTOR SHALL FOLLOW ROOF SYSTEM MANUFACTURER'S RECOMMENDATIONS. 5 CONTRACTOR TO REPLACE ALL FASCIA BOARDS. CONTRACTOR TO REPLACE ALL FASCIA BOARDS. CONTRACTOR TO FIELD VERIFY AND VALIDATE. PRIME AND PAINT (2 COATS). MATCH EXISTING. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIALS AND COLOR BEFORE INSTALLATION. 6 CONTRACTOR TO REPLACE ALL SOFFIT BOARDS, CONTRACTOR TO REPLACE ALL SOFFIT BOARDS, CONTRACTOR TO FIELD VERIFY AND VALIDATE. PRIME AND PAINT (2 COATS). MATCH EXISTING HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIALS AND COLOR BEFORE INSTALLATION. 7 NEW PERMANENT 'D' RING TYPE FALL PROTECTION NEW PERMANENT 'D' RING TYPE FALL PROTECTION ROOF ANCHORS, REFERENCE NEW WORK GENERAL NOTE #17. COORDINATE WITH THE MANUFACTURER TO ENSURE INSTALLATION WILL NOT VOID THE ROOF WARRANTY. 8 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. 9 REPOINT MASONRY CHIMNEY, MORTAR TO MATCH REPOINT MASONRY CHIMNEY, MORTAR TO MATCH EXISTING. REPAIR CHIMNEY CAP WITH TWO-PART CONCRETE EPOXY. PROVIDE AND INSTALL STAINLESS CHIMNEY CAP WITH BIRD SCREEN. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIAL AND COLOR BEFORE INSTALLATION. 10 PROVIDE TAPERED INSULATION CRICKETS. REFERENCE PROVIDE TAPERED INSULATION CRICKETS. REFERENCE NEW WORK GENERAL NOTE # 15. 11 REPAIR EXISTING ROOF VENTS AND APPLY TWO COATS REPAIR EXISTING ROOF VENTS AND APPLY TWO COATS OF ZINC PAINT TO MATCH EXISTING COLOR. IF VENTS ARE TOO DAMAGED TO REPAIR, CONTRACTOR SHALL FABRICATE NEW RIDGE VENTS TO MATCH EXISTING DESIGN. HISTORIC PRESERVATION SHALL REVIEW AND APPROVE MATERIAL AND COLOR BEFORE INSTALLATION.

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NEW WORK GENERAL NOTES

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NEW WORK KEY NOTES

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NEW BUILT-UP ROOF SYSTEM

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EXISTING CHIMNEY

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EXISTING EXHAUST FANS

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EXISTING PIPE PENETRATION

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EXISTING ANTENNA

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LEGEND

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EXISTING EVAPORATIVE COOLER

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EXISTING DUCT PENETRATION

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EXISTING FRESH AIR INTAKE

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EXISTING EXHAUST FANS

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EXISTING DOWN SPOUT

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EXISTING ELECTRICAL PENETRATION

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NEW FALL PROTECTION ROOF ANCHOR

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NEW METAL SHINGLE ROOF SYSTEM

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1. THESE PLANS ARE FOR REFERENCE ONLY AND MAY THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION, THE EXACT LOCATION AND QUANTITY OF EXISTING DUCTWORK, PENETRATIONS AND EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. CONTRACTOR MUST FIELD VERIFY AND EXAMINE EXISTING STRUCTURES, NOTE ALL CONDITIONS AS TO CHARACTER AND EXTENT OF ALL WORK INVOLVED, VALIDATE AND BID ACCORDINGLY. 2. CONTRACTOR SHALL FIELD VERIFY EXISTING 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, SOW, 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 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, NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 9. PROVIDE NEW METAL SHINGLE ROOF SYSTEM, PROVIDE NEW METAL SHINGLE ROOF SYSTEM, INSULATION, ROOF BOARD AND UNDERLAYMENT. 30 YEAR MANUFACTURERS WARRANTY WITH 130 MPH PEAK GUST WIND SPEED COVERAGE. 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 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. THE CONTRACTOR SHOULD ENSURE THAT THE WORKERS THE CONTRACTOR SHOULD ENSURE THAT THE WORKERS ARE 10-FEET AWAY FROM RIO GRANDE ELECTRIC SERVICE WIRE. THE CONTRACTOR SHOULD SUBMIT A DMO THROUGH THE SERVICE ORDER DESK TO RGEC IF A COVER UP (RUBBER BLANKET) IS REQUIRED AT LEAST THREE DAYS PRIOR. 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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DRIP FLASHING; 4" END

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CLASSIC SHINGLE

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BERRIDGE VICTORIAN OR

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LAPS WITH CONTINUOUS

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CAULK AT LAPS

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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2. ALL FELT UNDERLAYMENT, CAULKING AND FASTENERS ARE ITEMS TO BE FURNISHED

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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DRIP FLASHING

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F = FINISH SIDE

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# 30 FELT

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UNDERLAYMENT

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FASTENERS,

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20" O.C. MAX.

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SOLID SHEATHING

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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2. ALL FELTING UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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F = FINISH SIDE

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RIDGE/HIP CAP

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20" O.C. MAX.

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FASTENERS,

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BERRIDGE VICTORIAN OR

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20" O.C. MAX.

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POP RIVET TO J-CLIP

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CONTINUOUS CAULK AT LAPS.

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RIDGE/HIP CAP; 4" END LAPS WITH

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J-CLIP

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SOLID SHEATHING

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# 30 FELT UNDERLAYMENT

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CAULK RIVET HEADS

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3" MIN.

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CLASSIC SHINGLE

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J-CLIP

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CONTINUOUS BEAD OF CAULK

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EAVE DETIAL

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RIDGE AND HIP DETIAL

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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SHED RIDGE CAP

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BERRIDGE VICTORIAN OR

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CONTINUOUS CAULK AT LAPS, POP RIVET TO

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SHED RIDGE CAP; 4" END LAPS WITH

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J-CLIP AT 20" O.C. MAX. CAULK RIVET HEADS

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F = FINISH SIDE

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J-CLIP

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SOLID SHEATHING

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UNDERLAYMENT

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MAX. CAULK

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FASTENERS; 40" O.C.

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LAP FELT OVER RIDGE

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# 30 FELT

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FASTENER HEAD

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CLASSIC SHINGLE

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CONTINUOUS BEAD OF CAULK

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J-CLIP

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3" MIN.

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SHED ROOF RIDGE CAP DETIAL

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SECTION VIEW

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FIELD FORM END OF RIDGE FLASHING

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AND EXTEND UNDER J-CLIP

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RIDGE FLASHING; 4" END LAPS

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WITH CONTINUOUS CAULK AT LAPS

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VC-20

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J-CLIP; DO NOT

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BERRIDGE VICTORIAN OR

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FASTENERS; 20" O.C. MAX.

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# 30 FELT

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UNDERLAYMENT

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PLACE A DAB OF CAULK

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PLAN VIEW

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MAIN ROOF

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RIDGE FLASHING

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CONTINUOUS J-CLIP

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VALLEY FLASHING

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DORMER ROOF

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CAULK ON OR UNDER

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SOLID SHEATHING

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VALLEY FLASHING; 12" LAPS WITH

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CONTINUOUS CAULK AT LAPS

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AT FASTENER LOCATION

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DRIVE FASTENER AND

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CAULK FASTENER HEAD

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CLASSIC SHINGLE

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RIDGE TERMINATION AT DORMER VALLEY DETIAL

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DRIP FLASHING

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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CONTINUOUS CAULK AT LAPS

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DRIP FLASHING; 4" END LAPS WITH

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CONTINUOUS BEAD OF CAULK

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BERRIDGE VICTORIAN OR CLASSIC SHINGLE

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F = FINISH SIDE

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MAX.

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FASTENERS; 20" O.C.

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SOLID SHEATHING

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UNDERLAYMENT

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# 30 FELT

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PARALLEL WITH ROOF SLOPE

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TOP LAYER OF FELT TO BE

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3" MIN.

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J-CLIP; 4" END LAPS WITH

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CONTINUOUS CAULK AT LAPS

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GABLE DETIAL

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VICTORIAN SHINGLE DETIAL

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LOCK SEAM

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BERRIDGE VICTORIAN SHINGLE

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12" EXPOSURE

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9" EXPOSURE

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BERRIDGE VICTORIAN SHINGLES

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MINIMUM 2 FASTENERS

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AT LOCK SEAM

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FIELD CUT 1/2 SHINGLE

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TO CREATE STAGGERED

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PATTERN

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REVIEWED BY:

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DRAWN BY:

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SCALE:

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DESIGNED 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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OF

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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-10104-5J

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BUILDING 128 ROOF REPLACEMENT

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1. THESE DETAILS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION AND/OR MANUFACTURER'S RECOMENDATIONS. CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMENDATIONS FOR THE CORECT INSTALLATION OF THE ROOF SYSTEM.

GENERAL DETAIL NOTES

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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COUNTERFLASHING

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SUB-FLASHING

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BERRIDGE VICTORIAN OR

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# 30 FELT UNDERLAYMENT

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CONTINUOUS CAULK AT LAPS.

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SUB-FLASHING; 4" END LAPS WITH

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POP RIVET TO J-CLIP 40" O.C. MAX.

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WITH CONTINUOUS CAULK AT LAPS.

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COUNTERFLASHING; 4" END LAPS

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O.C. MAX. CAULK ALL RIVET HEADS.

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POP RIVET TO COUNTER FLASHING 40"

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WITH CONTINUOUS CAULK AT LAPS.

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CAP FLASHING; 4" END LAPS

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CAP FLASHING

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J-CLIP

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F = FINISH SIDE

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O.C. MAX.

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FASTENERS; 20"

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SOLID SHEATHING

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CONTINUOUS BEAD OF CAULK

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O.C. MAX. CAULK

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CAULK FASTENER

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FASTENERS; 40"

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UNDERLAYMENT

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20" O.C. AND

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STAGGERED;

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LAPS AND

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HEADS

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1 ON 12

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FASTENER HEADS

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1 ON 12

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3" MIN.

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CLASSIC SHINGLE

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J-CLIP

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CAULK RIVET HEADS

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PARAPET DETIAL

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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CONTINUOUS CAULK AT LAPS

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SUB-FLASHING; 4" END LAPS WITH

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WITH CONTINUOUS CAULK AT LAPS.

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COUNTERFLASHING; 4" END LAPS

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BERRIDGE FASCIA PANEL

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J-CLIP

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SUB-FLASHING

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F = FINISH SIDE

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SOLID SHEATHING

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CONTINUOUS BEAD OF CAULK

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O.C. MAX.

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O.C. MAX.

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UNDERLAYMENT

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HEAD WALL DETIAL

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SUB-FLASHING

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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COUNTERFLASHING

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BERRIDGE VICTORIAN OR

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# 30 FELT UNDERLAYMENT

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CONTINUOUS CAULK AT LAPS.

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SUB-FLASHING; 4" END LAPS WITH

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CAULK RIVET HEADS

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POP RIVET TO J-CLIP 40" O.C. MAX.

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WITH CONTINUOUS CAULK AT LAPS.

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COUNTERFLASHING; 4" END LAPS

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FASTENERS; 20" O.C. MAX.

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WITH CONTINUOUS CAULK AT LAPS

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REGLET FLASHING; 4" END LAPS

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REGLET FLASHING

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J-CLIP

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F = FINISH SIDE

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SOLID SHEATHING

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OF CAULK

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CONTINUOUS BEAD

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AT REGLET

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CONTINUOUS CAULK

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REGLET

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FASTENERS; 20" O.C.

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MAX.

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3" MIN.

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CONTINUOUS BEAD

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OF CAULK

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CLASSIC SHINGLE

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J-CLIP

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HEAD WALL DETIAL

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CLASSIC SHINGLE

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BERRIDGE VICTORIAN OR

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FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS

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J-CLIP

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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FLASHING

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OF CAULK AT FASTENER LOCATION

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FASTENER; 20" O.C. MAX. PLACE A DAB

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SOLID SHEATHING

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# 30 FELT UNDERLAYMENT

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FASTENERS; 20" O.C. MAX.

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BERRIDGE FASCIA PANEL

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# 30 FELT UNDERLAYMENT

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CONTINUOUS CAULK AT LAPS

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F = FINISH SIDE

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SUB-FLASHING

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SUB-FLASHING; 4" END LAPS WITH

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CONTINUOUS BEAD

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OF CAULK

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3" MIN.

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POP RIVET TO J-CLIP 40" O.C. CAULK RIVET HEADS

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J-CLIP

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CONTINUOUS BEAD OF CAULK

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DRIVE FASTENER AND CAULK FASTENER HEAD

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TOP LAYER OF FELT TO BE

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PARALLEL WITH ROOF SLOPE

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RAKE WALL DETIAL

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REGLET FLASHING

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F = FINISH SIDE

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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REGLET FLASHING; 4" END LAPS WITH

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CONTINUOUS CAULK AT LAPS

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FASTENERS; 20" O.C. MAX.

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SUB-FLASHING; 4" END LAPS WITH

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CONTINUOUS CAULK AT LAPS

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CONTINUOUS BEAD OF CAULK

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SOLID SHEATHING

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REGLET

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CONTINUOUS CAULK

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AT REGLET

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CONTINUOUS BEAD

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OF CAULK

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SUB-FLASHING

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FASTENERS; 20" O.C. MAX. PLACE A

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TOP LAYER OF FELT TO BE

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PARALLEL WITH ROOF SLOPE

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# 30 FELT UNDERLAYMENT

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FLASHING

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J-CLIP

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3" MIN.

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DAB OF CAULK AT FASTENER LOCATION

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FASTENER HEAD

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DRIVE FASTENER AND CAULK

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CLASSIC SHINGLE

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BERRIDGE VICTORIAN OR

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FLASHING; 4" END LAPS WITH

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CONTINUOUS CAULK AT LAPS

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POP RIVET TO J-CLIP 40" O.C.

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CAULK RIVET HEADS

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J-CLIP

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OF CAULK

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CONTINUOUS BEAD

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RAKE WALL DETIAL

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SUB-FLASHING

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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TRANSITION FLASHING

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TO J-CLIP 40" O.C. MAX.

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CAULK AT LAPS. POP RIVET

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END LAPS WITH CONTINUOUS

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TRANSITION FLASHING; 4"

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SOLID SHEATHING

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J-CLIP

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F = FINISH SIDE

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CONTINUOUS BEAD OF CAULK

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FASTENERS; 40" O.C.

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CAULK AT LAPS

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LAPS WITH CONTINUOUS

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SUB-FLASHING; 4" END

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FASTENER THROUGH CAULK, AND CAULK

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J-CLIP FASTENER LOCATION, DRIVE

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NOTE: PLACE A DAB OF CAULK AT

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FASTENER HEADS.

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BERRIDGE VICTORIAN

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OR CLASSIC SHINGLE

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# 30 FELT

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UNDERLAYMENT

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10" MIN.

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3" MIN.

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CAULK RIVET HEAD

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J-CLIP

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BERRIDGE VICTORIAN

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OR CLASSIC SHINGLE

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SLOPE TRANSITION DETIAL

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REVIEWED BY:

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DRAWN BY:

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SCALE:

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DESIGNED 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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OF

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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DETAILS (CONTINUED)

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AS SHOWN

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FE-10104-5J

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W

FO

R T

B

LI

SS

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F = FINISH SIDE

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1. SOLID SHEATHING (BY OTHERS) TO BE A MINIMUM OF 1/2" PLYWOOD OR EQUIVALENT

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IN STRENGTH FOR HOLDING POWER OF FASTENERS.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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SOLID SHEATHING

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VALLEY FLASHING

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CONTINUOUS BEAD OF CAULK

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BETWEEN VALLEY FLASHING

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AND FELT UNDERLAYMENT

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# 30 FELT

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VALLEY FLASHING

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UNDERLAYMENT

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BERRIDGE VICTORIAN OR CLASSIC SHINGLE

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J-CLIP BUTT ENDS FOR WEEP

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FASTENERS, 24" O.C., PLACE A

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DAB OF CAULK AT FASTENER

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LOCATIONS, DRIVE FASTENERS AND

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9" MIN.

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CAULK FASTENER HEADS

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2 CONTINUOUS BEADS

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20" MIN.

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20" MIN.

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OF CAULK AT LAPS

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12" LAPS

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3" MIN.

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J-CLIP

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DO NOT CAULK IN OR UNDER

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J-CLIP

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FIELD CUT AS REQUIRED TO VALLEY LINE

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VALLEY DETIAL

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PENETRATION, AND CAULK.

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FOLD TABS UP AROUND

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PENETRATION, BACK CUT TABS,

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CUT SHINGLE 1" SMALLER THAN

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# 30 FELT UNDERLAYMENT

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BERRIDGE VICTORIAN OR

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IN BODY OF SHINGLE

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PIPE PENETRATION TO BE

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CONTINUOUS CAULK

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RUBBERIZED BOOT FLASHING

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4" IN DIA. OR LESS

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ROOF PIPE PENETRATION OF

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SOLID SHEATHING

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BY BOOT MANUFACTURER

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USE FASTENERS AS SPECIFIED

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CONTINUOUS BEAD OF CAULK.

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SET RUBBERIZED BOOT INTO

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CAULK FASTENER HEADS

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NOTE: IF PIPE IS MADE OF METAL,

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IT MUST BE PAINTED TO PREVENT RUST

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RUN-OFF FROM STAINING PANELS.

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NOTE: POSITION SQUARE BASED BOOTS IN A DIAMOND

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ORIENTATION WHERE POSSIBLE TO AID IN DIVERTING WATER.

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CLASSIC SHINGLE

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PIPE PENETRATION 4" DIA. OR LESS DETIAL

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CLASSIC SHINGLE

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BERRIDGE VICTORIAN OR

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J-CLIP

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AROUND PENETRATION

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FIELD CUT TO FIT TIGHT

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NOTE: SHINGLES ARE TO BE

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FROM VC-82

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VERTICAL LEG OF FLASHING

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TURN CORNER WITH

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TURN CORNER WITH

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VERTICAL LEG OF FLASHING

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FROM VC-84

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VC-83 UNDER VC-82

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CARRY FLASHING FROM

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FROM VC-84

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VC-82 UNDER VC-84

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CARRY FLASHING FROM

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FROM VC-84

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VC-82

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VC-83

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VC-84

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ROOF PENETRATION RECTANGULAR/SQUARE DETIAL

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COUNTER FLASHING

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F = FINISH SIDE

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1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN

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STRENGTH FOR HOLDING POWER OF FASTENERS.

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2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED

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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.

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