Drawing Bldg 2011 - Roofing (04-30-2025).pdf
PDF 3 MB Posted
- Attached to
- Roof Repair B2011
- Solicitation number
- W911SG25BA028
About this file
This document is a set of architectural drawings for a roof replacement project at Building 2011 on Fort Bliss, Texas. The comprehensive set includes six detailed sheets covering site plans, demolition plans, roofing details, and technical specifications for a complete roof system replacement. The drawings provide extensive technical details including site location maps, demolition and new work plans, roofing details for eaves, valleys, chimneys, and specific penetration and flashing requirements.
The project involves removing the existing shingle roof system down to the structural deck, with provisions for replacing approximately 500 square feet of damaged decking. The new roof will utilize Owens-Corning Duration asphalt shingles, with specific installation requirements for decking, flashing, and roofing components. The solicitation is set aside as 100% HUBZone, with an estimated contract value between $250,000 and $500,000, and a planned performance period of 90 calendar days after Notice to Proceed. The project is being managed by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Bliss, with the solicitation number W911SG25BA028.
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LAYDOWN AREA
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BUILDING 2011 ROOF REPLACEMENTS
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COVER SHEET
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FORT BLISS, TEXAS
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INDEX OF DRAWINGS
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DESCRIPTION
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SHEET
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CONCURRENCES
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USING AGENCY
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FIRE DEPARTMENT
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PHYSICAL SECURITY OFFICER
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SIGNATURES INDICATE THAT THOSE SIGNING HAVE REVIEWED PROJECT
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PLANS AND SPECIFICATIONS AND ARE IN CONCURRENCE WITH THEM.
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SAFETY OFFICER
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NEC
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MASTER PLANNING DIVISION
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OPERATIONS & MAINTENANCE DIVISION
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INDUSTRIAL HYGIENE
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CHIEF, ENGINEERING SERVICES DIVISION, DPW
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CHIEF, DESIGN BRANCH, ESD, DPW
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APPROVED BY:
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APPROVED BY:
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BUILDING 2011 ROOF REPLACEMENT PROJECTS
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PROJECT LOCATION MAP
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PROJECT LOCATIONS
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2011 SH
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GENERAL NOTES
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LEGEND
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AutoCAD SHX Text CONSTRUCTION AREA - CONSTRUCTION AREA TO USE DEMARCATION POINTS SUCH AS FENCING, CURBS, ETC., WHEREVER FEASIBLE UNLESS OTHERWISE NOTED.
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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. 2. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. CONTRACTOR SHALL CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL SIGNS, BARRICADES, CHANNELIZATION DEVICES, SIGN FRAMES AND ERECTION OF SUCH DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL TRAFFIC CONTROL AUTHORITY. 3. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 4. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 5. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 6. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 7. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 8. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO CONTINUING ANY ADDITIONAL WORK. 9. CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 10. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, MATERIALS AND FINISHES THAT ARE TO REMAIN, AND WITHOUT NECESSARY DAMAGE. ANY DAMAGES SHALL BE REPLACED OR RESTORED WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 11. ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 12. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS DISCOVERED IN THE FIELD TO ALLOW SUFFICIENT TIME TO REVIEW AND RESOLVE THE ISSUE. 13. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES 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. 14. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 15. ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF SHALL BE PRIMED WITH ONE COAT AND PAINTED TWO COATS OF YELLOW.
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BUILDING 2011 ROOF REPLACEMENTS
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EXISTING ROOFING SYSTEM TO BE REMOVED AND REPLACED WITH A NEW OWENS CORNING ASPHALT SHINGLE. COLOR TO REFLECT ORIGINAL WOODEN SHAKE SHINGLES.
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EXISTING PIPE PENETRATIONS
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LEGEND
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EXISTING VENT PENETRATIONS
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BUILDING 2011 ROOF REPLACEMENTS
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AutoCAD SHX Text COORDINATE UTILITIES DISCONNECT WITH CONTRACTING OFFICER REPRESENTATIVE, PRIDE, AND USER. COORDINATE WITH CONTRACTING OFFICER REPRESENTATIVE AND USER TO ENSURE NO PERSONNEL PATHWAYS AND-OR PROPERTY IS LOCATED AND-OR VULNERABLE TO CONSTRUCTION HAZARDS. CONTRACTOR SHALL INSPECT ROOF DECK FOR DEFECTS AND SUITABILITY FOR INSTALLATION. DISCONNECT, DECONSTRUCT, REMOVE, STORE, SECURE, AND PROTECT ALL ROOF EQUIPMENT AND-OR ACCESSORIES, AND PENETRATIONS AS NECESSARY TO INSTALL NEW ROOFING, FIRE, MOISTURE AND THERMAL PROTECTION SYSTEMS. ROOF EQUIPMENT AND-OR ACCESSORIES INCLUDE BUT NOT LIMITED TO EXISTING PIPES, MUSHROOM EXHAUST VENTS AND EVAPORATIVE COOLERS. FURNISH INCIDENTAL WORK AND MATERIALS FOR ELECTRICAL AND TELECOMMUNICATIONS TO INSTALL ROOF SYSTEMS. PROTECT EXISTING MECHANICAL EQUIPMENT LOCATED ON GROUND. CONTRACTOR SHALL INSPECT, CLEAN, AND REPAIR DUCTING AS REQUIRED TO PROVIDE A COMPLETE AND EFFICIENT FACILITY; AS APPROVED BY DESIGNATED GOVERNMENT REPRESENTATIVE. AN ASBESTOS INSPECTION WAS PERFORMED AND THE REPORT IS AVAILABLE TO THE CONTRACTOR FOR REFERENCE. EXISTING AND NEW GAS LINES ON ROOF SHALL BE PRIMED WITH ONE COAT AND PAINTED TWO COATS OF YELLOW
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NEW WORK GENERAL NOTES
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DEMOLITION SITE PLAN
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NEW WORK PLAN
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EXISTING ROOFING SYSTEM TO BE REMOVED AND REPLACED WITH A NEW OWENS CORNING ASPHALT SHINGLE. COLOR TO REFLECT ORIGINAL WOODEN SHAKE SHINGLES.
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T- OR L-TYPE DRIP EDGE METAL, SEE NOTE 1SEE NOTE 1
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STARTER COURSE
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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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STARTER COURSE
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UP TO 3/4" OVERHANG WITH L-TYPE DRIP EDGE METAL
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GUTTER
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1. THIS DETAIL SHOWS ONE TYPE OF GUTTER SUPPORT. GUTTER SECUREMENT AND SUPPORT OPTIONS VARY.
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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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RIDGE SHINGLES
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1. MOST MANUFACTURERS SUPPLY SPECIAL HIP SHINGLES. FOLLOW INSTALLATION INSTRUCTIONS.
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ROOFING DETAILS
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EAVE WITH GUTTER DETAIL
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BUILDING 2011 ROOF REPLACEMENTS
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ROOFING DETAILS (CONT.)
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CLOSED-CUT VALLEY DETAIL
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PIECE COUNTER FLASHING DETAIL
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VENT PIPE PENETRATION DETAIL
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(24" WIDE OR LESS) DETAIL
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ROOF SYSTEM TRANSITION DETAIL
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SIDEWALL FLASHING WITH TWO -
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SLOPE
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FIELD UNDERLAYMENT AND ROOF DECK NOT SHOWN FOR CLARITY
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ASPHALT SHINGLES
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EXTEND SHINGLE 12" MIN. BEYOND CENTER OF VALLEY
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SEALANT
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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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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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SOFT-METAL FLASHING SLEEVE¾ ROLL INTO PIPE APPROX. 1"
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SECTION
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UNDERLAYMENT
AutoCAD SHX Text LAP UNDERLAYMENT OVER FLASHING OR SEAL UPPER FLANGE TO UNDERLAYMENT WITH ROOF CEMENT
AutoCAD SHX Text LAP UNDERLAYMENT OVER TOP OF FLASHING FLANGE OR SEAL UPPER FLANGE TO UNDERLAYMENT WITH ROOF CEMENT
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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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SHEET-METAL STEP FLASHING
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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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NOTES:
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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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SHEET-METAL BACKER FLASHING¾ SOLDER OR SEAL CORNERS
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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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SHEET-METAL COUNTERFLASHING
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ASPHALT SHINGLES
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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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BUILDING 2011 ROOF REPLACEMENTS
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FE 10238 7J
04/30/2025
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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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OF
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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AS SHOWN
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BUILDING 2011 ROOF REPLACEMENTS
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FE 10238 7J
AutoCAD SHX Text 04/30/2025
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PROJECT INFORMATION SIGNAGE DETAIL
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PROJECT INFORMATION SIGNAGE DETAIL
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NOT TO SCALE
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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AutoCAD SHX Text 7.875"
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1.25"
| Sheets and Views |
| Bldg 2011 - Roofing 2 -A-100 |
| Bldg 2011 - Roofing 2 -A-101 |
| Bldg 2011 - Roofing 2 -A-102 |
| Bldg 2011 - Roofing 2 -A-103 |
| Bldg 2011 - Roofing 2 -A-104 |
| Bldg 2011 - Roofing 2 -A-105 |
File details come from the government source that posted it. Updated .