100_ Drawing Bldg.2010 (04042025) Roofing.pdf
PDF 3 MB Posted
- Attached to
- B2010 Roof Repair
- Solicitation number
- W911SG25BA030
About this file
These architectural drawings detail a roof replacement project for Building 2010 at Fort Bliss, Texas. The comprehensive set of technical drawings (6 total sheets) provides extensive specifications for removing the existing shingle roof system, replacing damaged roof decking, installing new Owens-Corning Duration asphalt shingles in Driftwood color, and completing associated repair work. The project includes specific technical details for roof elements such as eave details, ridge and hip configurations, parapet and head wall transitions, roof penetrations, and slope transitions.
The solicitation is designated as a 100% HUBZone procurement with an estimated value between $25,000 and $100,000, targeted for a 90-calendar day performance period after Notice to Proceed. Key requirements include removing the existing roof down to the structural deck, replacing up to 500 square feet of damaged decking, installing new shingles with 120 mph wind speed coverage, repairing wood rafter tails, painting exposed wood elements, installing a new fall protection roof anchor, and repointing the existing chimney. The project is being managed by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Bliss, with the North American Industry Classification System (NAICS) code 238160 and a size standard of $19 Million.
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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BUILDING 2010 ROOF REPLACEMENT
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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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CONCURRENCES
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USING AGENCY
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FIRE DEPARTMENT
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SIGNATURES INDICATE THAT THOSE SIGNING HAVE REVIEWED PROJECT
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PLANS AND SPECIFICATIONS AND ARE IN CONCURRENCE WITH THEM.
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SAFETY OFFICER
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MASTER PLANNING DIVISION
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OPERATIONS & MAINTENANCE DIVISION
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INDUSTRIAL HYGIENE
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CHIEF, ENGINEERING SERVICES DIVISION, DPW
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CHIEF, DESIGN BRANCH, ESD, DPW
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APPROVED BY:
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APPROVED BY:
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BUILDING 2010 ROOF REPLACEMENT PROJECTS
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PROJECT LOCATION MAP
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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.
AutoCAD SHX Text EXISTING ROOFING SYSTEM TO BE REMOVE AND REPLACE WITH A NEW MINERAL CAP-SHEET (WHITE) ROOF SYSTEM
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BUILDING 2010 ROOF REPLACEMENT
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LEGEND
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EXISTING PENETRATIONS
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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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EXISTING ROOFING SYSTEM TO BE REMOVED
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NEW ROOF PLAN
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DRIP FLASHING; 4" END
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CAULK AT LAPS
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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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UNDERLAYMENT
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SOLID SHEATHING
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ROOFING DETAIL SHEET
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BUILDING 2010 ROOF REPLACEMENT
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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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FASTENERS; 20" O.C. MAX.
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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
AutoCAD SHX Text F
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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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# 30 FELT
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20" O.C. AND
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STAGGERED;
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LAPS AND
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FASTENERS AT
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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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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.
AutoCAD SHX Text
2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED
AutoCAD SHX Text
STRENGTH FOR HOLDING POWER OF FASTENERS.
AutoCAD SHX Text
1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN
AutoCAD SHX Text
COUNTERFLASHING
AutoCAD SHX Text F
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BERRIDGE VICTORIAN OR
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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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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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FASTENERS; 20"
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CONTINUOUS BEAD OF CAULK
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# 30 FELT
AutoCAD SHX Text 1/2"
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3" MIN.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/2"
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CLASSIC SHINGLE
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O.C. MAX.
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O.C. MAX.
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FASTENERS; 20"
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UNDERLAYMENT
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J-CLIP
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CAULK RIVET HEADS
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SUB-FLASHING
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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.
AutoCAD SHX Text
2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED
AutoCAD SHX Text
STRENGTH FOR HOLDING POWER OF FASTENERS.
AutoCAD SHX Text
1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN
AutoCAD SHX Text
COUNTERFLASHING
AutoCAD SHX Text F
AutoCAD SHX Text
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
AutoCAD SHX Text F
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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
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
FASTENERS; 20" O.C.
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MAX.
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3" MIN.
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 1/4"
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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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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.
AutoCAD SHX Text
2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED
AutoCAD SHX Text
STRENGTH FOR HOLDING POWER OF FASTENERS.
AutoCAD SHX Text
1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN
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FLASHING
AutoCAD SHX Text F
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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
AutoCAD SHX Text 1/2"
AutoCAD SHX Text F
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/2"
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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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REGLET FLASHING
AutoCAD SHX Text
F = FINISH SIDE
AutoCAD SHX Text
1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN
AutoCAD SHX Text
STRENGTH FOR HOLDING POWER OF FASTENERS.
AutoCAD SHX Text
2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED
AutoCAD SHX Text
AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.
AutoCAD SHX Text
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
AutoCAD SHX Text F
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FASTENERS; 20" O.C. MAX. PLACE A
AutoCAD SHX Text 1/2"
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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
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
FLASHING
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J-CLIP
AutoCAD SHX Text F
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3" MIN.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text F
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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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SUB-FLASHING
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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.
AutoCAD SHX Text
2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED
AutoCAD SHX Text
STRENGTH FOR HOLDING POWER OF FASTENERS.
AutoCAD SHX Text
1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN
AutoCAD SHX Text
TRANSITION FLASHING
AutoCAD SHX Text F
AutoCAD SHX Text
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.
AutoCAD SHX Text 1/2"
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BERRIDGE VICTORIAN
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OR CLASSIC SHINGLE
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# 30 FELT
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UNDERLAYMENT
AutoCAD SHX Text F
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10" MIN.
AutoCAD SHX Text 1/4"
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3" MIN.
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
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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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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ROOFING DETAIL SHEET
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
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AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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AS SHOWN
AutoCAD SHX Text A-104
AutoCAD SHX Text L.M.
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BUILDING 2010 ROOF REPLACEMENT
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FE 10409 8J
AutoCAD SHX Text 04/04/2025
AutoCAD SHX Text A.F.P..
AutoCAD SHX Text A.F.P..
AutoCAD SHX Text C1
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PARAPET DETAIL
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NOT TO SCALE
AutoCAD SHX Text C3
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HEAD WALL DETAIL
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NOT TO SCALE
AutoCAD SHX Text C5
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HEAD WALL DETAIL
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NOT TO SCALE
AutoCAD SHX Text A1
AutoCAD SHX Text
RAKE WALL DETAIL
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NOT TO SCALE
AutoCAD SHX Text A3
AutoCAD SHX Text
RAKE WALL DETAIL
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NOT TO SCALE
AutoCAD SHX Text A5
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SLOPE TRANSITION DETAIL
S C R
IP
TI
O N
M A R K
D A
TE
D P
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
AutoCAD SHX Text
IN STRENGTH FOR HOLDING POWER OF FASTENERS.
AutoCAD SHX Text
2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED
AutoCAD SHX Text
AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.
AutoCAD SHX Text
SOLID SHEATHING
AutoCAD SHX Text
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
AutoCAD SHX Text
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
AutoCAD SHX Text
FASTENERS, 24" O.C., PLACE A
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DAB OF CAULK AT FASTENER
AutoCAD SHX Text
LOCATIONS, DRIVE FASTENERS AND
AutoCAD SHX Text
9" MIN.
AutoCAD SHX Text
CAULK FASTENER HEADS
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2 CONTINUOUS BEADS
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FASTEN THROUGH VALLEY
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ONLY AT TOP OF FLASHING
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TOP (OVERLAPPING) VALLEY
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ARE TO BE EXPOSED ON
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UNDER LAP, NO FASTENERS
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20" MIN.
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
20" MIN.
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OF CAULK AT LAPS
AutoCAD SHX Text F
AutoCAD SHX Text
12" LAPS
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
3" MIN.
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J-CLIP
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DO NOT CAULK IN OR UNDER
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J-CLIP
AutoCAD SHX Text 1"
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FIELD CUT AS REQUIRED TO VALLEY LINE
AutoCAD SHX Text F
AutoCAD SHX Text
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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PIPE PENETRATION
AutoCAD SHX Text
4" DIA. OR LESS
AutoCAD SHX Text
CAULK FASTENER HEADS
AutoCAD SHX Text
NOTE: IF PIPE IS MADE OF METAL,
AutoCAD SHX Text
IT MUST BE PAINTED TO PREVENT RUST
AutoCAD SHX Text
RUN-OFF FROM STAINING PANELS.
AutoCAD SHX Text
NOTE: POSITION SQUARE BASED BOOTS IN A DIAMOND
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ORIENTATION WHERE POSSIBLE TO AID IN DIVERTING WATER.
AutoCAD SHX Text
CLASSIC SHINGLE
AutoCAD SHX Text
CLASSIC SHINGLE
AutoCAD SHX Text
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 DETAIL A3
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DETAIL A1 UNDER DETAIL C5
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CARRY FLASHING FROM
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FROM DETAIL A3
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DETAIL C5 UNDER DETAIL A3
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CARRY FLASHING FROM
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FROM DETAIL A3
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DETAIL C5
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DETAIL A1
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DETAIL A3
AutoCAD SHX Text
COUNTER FLASHING
AutoCAD SHX Text
F = FINISH SIDE
AutoCAD SHX Text
1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN
AutoCAD SHX Text
STRENGTH FOR HOLDING POWER OF FASTENERS.
AutoCAD SHX Text
2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED
AutoCAD SHX Text
AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.
AutoCAD SHX Text
COUNTER FLASHING; 4" END LAPS WITH
AutoCAD SHX Text
CONTINUOUS CAULK AT LAPS
AutoCAD SHX Text
FASTENERS; 20" O.C. MAX.
AutoCAD SHX Text
SUB-FLASHING; 4" END LAPS WITH
AutoCAD SHX Text
CONTINUOUS CAULK AT LAPS
AutoCAD SHX Text
CONTINUOUS BEAD OF CAULK
AutoCAD SHX Text
SOLID SHEATHING
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CONTINUOUS BEAD
AutoCAD SHX Text
OF CAULK
AutoCAD SHX Text
SUB-FLASHING
AutoCAD SHX Text F
AutoCAD SHX Text
FASTENERS; 20" O.C. MAX. PLACE A
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
TOP LAYER OF FELT TO BE
AutoCAD SHX Text
PARALLEL WITH ROOF SLOPE
AutoCAD SHX Text
# 30 FELT UNDERLAYMENT
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
J-CLIP
AutoCAD SHX Text F
AutoCAD SHX Text
3" MIN.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text F
AutoCAD SHX Text
DAB OF CAULK AT FASTENER LOCATION
AutoCAD SHX Text
FASTENER HEAD
AutoCAD SHX Text
DRIVE FASTENER AND CAULK
AutoCAD SHX Text
CLASSIC SHINGLE
AutoCAD SHX Text
BERRIDGE VICTORIAN OR
AutoCAD SHX Text
FLASHING; 4" END LAPS WITH
AutoCAD SHX Text
CONTINUOUS CAULK AT LAPS
AutoCAD SHX Text
POP RIVET TO J-CLIP 40" O.C. MAX.
AutoCAD SHX Text
CAULK RIVET HEADS
AutoCAD SHX Text
J-CLIP
AutoCAD SHX Text
OF CAULK
AutoCAD SHX Text
CONTINUOUS BEAD
AutoCAD SHX Text
SUB-FLASHING
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AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.
AutoCAD SHX Text
2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED
AutoCAD SHX Text
STRENGTH FOR HOLDING POWER OF FASTENERS.
AutoCAD SHX Text
1. SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text F
AutoCAD SHX Text
BERRIDGE VICTORIAN OR
AutoCAD SHX Text
# 30 FELT UNDERLAYMENT
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CONTINUOUS CAULK AT LAPS.
AutoCAD SHX Text
SUB-FLASHING; 4" END LAPS WITH
AutoCAD SHX Text
CAULK RIVET HEADS
AutoCAD SHX Text
POP RIVET TO J-CLIP 40" O.C. MAX.
AutoCAD SHX Text
WITH CONTINUOUS CAULK AT LAPS.
AutoCAD SHX Text
FLASHING; 4" END LAPS
AutoCAD SHX Text
FASTENERS; 20" O.C. MAX.
AutoCAD SHX Text
WITH CONTINUOUS CAULK AT LAPS
AutoCAD SHX Text
COUNTER FLASHING; 4" END LAPS
AutoCAD SHX Text
COUNTER FLASHING
AutoCAD SHX Text F
AutoCAD SHX Text
J-CLIP
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F = FINISH SIDE
AutoCAD SHX Text
SOLID SHEATHING
AutoCAD SHX Text
OF CAULK
AutoCAD SHX Text
CONTINUOUS BEAD
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
FASTENERS; 20" O.C.
AutoCAD SHX Text
MAX.
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3" MIN.
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text
CONTINUOUS BEAD
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OF CAULK
AutoCAD SHX Text
CLASSIC SHINGLE
AutoCAD SHX Text
J-CLIP
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F = FINISH SIDE
AutoCAD SHX Text
1. SOLID SHEATHING (BY OTHERS) TO BE A MINIMUM OF 1/2" PLYWOOD OR EQUIVALENT
AutoCAD SHX Text
IN STRENGTH FOR HOLDING POWER OF FASTENERS.
AutoCAD SHX Text
2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED
AutoCAD SHX Text
AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.
AutoCAD SHX Text
SOLID SHEATHING
AutoCAD SHX Text
# 30 FELT
AutoCAD SHX Text
UNDERLAYMENT
AutoCAD SHX Text
BERRIDGE VICTORIAN OR CLASSIC SHINGLE
AutoCAD SHX Text
J-CLIP BUTT ENDS FOR WEEP, DO NOT
AutoCAD SHX Text
FASTENERS, 20" O.C., PLACE A
AutoCAD SHX Text
DAB OF CAULK AT FASTENER
AutoCAD SHX Text
LOCATIONS, DRIVE FASTENERS AND
AutoCAD SHX Text
CAULK FASTENER HEADS
AutoCAD SHX Text 1/2"
AutoCAD SHX Text
3" MIN.
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J-CLIP
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CAULK IN OR UNDER J-CLIP
AutoCAD SHX Text F
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9" MIN.
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WITH COTINUOUS CAULK AT LAPS
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COUNTER FLASHING; 4" END LAPS
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FLASHING; 4" END LAPS
AutoCAD SHX Text
WITH COTINUOUS CAULK AT LAPS
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SUB FLASHING; 4" END LAPS
AutoCAD SHX Text
WITH COTINUOUS CAULK AT LAPS
AutoCAD SHX Text
FASTENERS; 20" O.C. MAX.
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CONTINUOUS BEAD OF CAULK
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FELT UNDERLAYMENT
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BETWEEN FLASHING AND
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CONTINUOUS BEAD OF CAULK
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COUNTER FLASHING
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FLASHING
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SUB FLASHING
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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS
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ROOFING DETAILS
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AS SHOWN
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BUILDING 2010 ROOF REPLACEMENT
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FE 10409 8J
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VALLEY DETAIL
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PIPE PENETRATION DETAIL
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ROOF PENETRATION SECTION/DETAIL
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ROOF PENETRATION RECTANGULAR/SQUARE
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S C R
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Design and Construction
Directorate of Public
Project Name
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Contractor Contact Contract:W911SGXXD0XX Information TO: W911SGXXF0XXX Superintendent, PM, & QA Manager
U.S.ARMY
Supervised by:
Services Division Fort Bliss, Texas
Works -Engineering
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ROOFING DETAILS
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AS SHOWN
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BUILDING 2010 ROOF REPLACEMENT
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FE 10409 8J
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PROJECT INFORMATION SIGNAGE DETAIL
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PROJECT INFORMATION SIGNAGE DETAIL
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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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1.25"
| Sheets and Views |
| Bldg 2010 (4-3-2025) - Roofing-A-100 |
| Bldg 2010 (4-3-2025) - Roofing-A-101 |
| Bldg 2010 (4-3-2025) - Roofing-A-102 |
| Bldg 2010 (4-3-2025) - Roofing-A-103 DETAIL SHEET 1 |
| Bldg 2010 (4-3-2025) - Roofing-A-104 DETAIL SHEET 2 |
| Bldg 2010 (4-3-2025) - Roofing-A-105 DETAIL SHEET 3 |
| Bldg 2010 (4-3-2025) - Roofing-A-105 DETAIL SHEET 3 (2) |
File details come from the government source that posted it. Updated .