Drawing sets 100 Drawings Bldg 9600 05-03-2024.pdf

PDF 2 MB Posted Jul 11, 2024

Attached to: Roof Repair Building 9600
Solicitation number: W911SG24B0007
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Written by GovTribe AI · Jul 11, 2024

This document contains drawings and details for a construction project to replace the damaged roof on Building 9600 at Fort Bliss, Texas. The project includes removing the existing roof and replacing it with a new fully adhered 80 mil TPO roofing system with R-38 insulation and 5/8 inch glass-mat roof board, as well as replacing exterior components such as soffit, fascia, gutters, and vents. The construction solicitation, W911SG24B0007, is being issued by the Mission and Installation Contracting Command (MICC) at Fort Bliss. The project is set aside for Historically Underutilized Business Zone (HUBZone) small businesses, with a Firm-Fixed Price (FFP) contract and an anticipated period of performance of 120 calendar days. The NAICS code is 238160, Roofing Contractors, with a size standard of $19M. The project magnitude is between $500,000 to $1,000,000.

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Other files

File	Type	Posted
Abstract of Offerors OF_1419 Page 1 W911SG23B0007.pdf	PDF	Aug 21, 2024
Abstract to offerors OF_1419 Page 2 W911SG23B0007.pdf	PDF	Aug 21, 2024
Solicitation Conform Copy W911SG24B0007 0001.pdf	PDF	Aug 6, 2024
Solicitation Amendment W911SG24B0007 0001.pdf	PDF	Aug 6, 2024
W911SG24B0007 Roof Repair Building 9600 Sign in Sheet_Redacted.pdf	PDF	Jul 22, 2024
Roof Repair Building 9600.pdf	PDF	Jul 22, 2024
W911SG24B0007 Solicitation.pdf	PDF	Jul 11, 2024
Asbestos Lead Survey_Bldg-9600_20150918.pdf	PDF	Jul 11, 2024

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I.F.C. NO. 10

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SOUTH I.F.C. ROAD

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TANK CROSSING

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DAVIS DOME

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PATRIOT RD

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READY MISSILE STORAGE AREA RD.

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PATRIOT ST

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SOUTH I.F.C. ROAD

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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COVER SHEET

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FORT BLISS, TEXAS

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INDEX OF DRAWINGS

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CONCURRENCES

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USING AGENCY

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FIRE DEPARTMENT

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ENVIRONMENTAL DIVISION

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PHYSICAL SECURITY OFFICER

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ANTI-TERRORISM/FORCE PROTECTION

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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 9600 REPLACE DAMAGED ROOF

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PROJECT LOCATION MAP

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PROJECT LOCATION

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BUILDING 9600 REPLACE DAMAGED ROOF

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GENERAL NOTES

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LEGEND

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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 BUILDING ACCESS TO USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 3. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 4. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 5. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 6. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 7. 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. 8. CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 9. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, 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. 10. 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. 11. 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. 12. 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. 13. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 14. 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 9600 REPLACE DAMAGED ROOF

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DATE

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CONSTRUCTION LIMITS

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LAYDOWN AREA

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BUILDING STAIRS

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CONDENSING UNIT

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EXISTING ANTENNA

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EXISTING DUCT WORK

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ANTENNA COMMUNICATION RUN

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EXISTING GUARD RAIL

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EXISTING GUTTER AND DOWN SPOUTS (TYP.)

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SCRAPE OFF ALL OLD PAINT AND SAND AT ALL SOFITS

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EXISTING NON PENETRATING ANTENNA

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EXISTING MECHANICAL UNITS AND DUCT WORK (TYP.)

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REMOVE AND REPLACE EXISTING ROOF AND REPLACE WITH NEW ASPHALT SHINGLE ROOF.

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MARK

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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DEMOLITION WORK PLAN

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PROPOSED PLAN

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REMOVE AND REPLACE EXISTING ROOFING SYSTEM WITH NEW BUILT UP ROOF SYSTEM

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EXISTING PIPE PENETRATIONS

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LEGEND

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NON PENETRATING ANTENNA

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EXISTING ELECTRICAL PENETRATIONS

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GENERAL NOTES

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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMENDATIONS. 2. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 3. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 4. ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S ALL WORK SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS/RECOMMENDATIONS, FEDERAL, STATE, AND LOCAL CODES. 5. ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO ALL SURFACES IN CONTACT WITH NEW WORK THAT ARE DAMAGED DUE TO NEW WORK IN PROGRESS, SHALL BE PATCHED AND MATCHED AS REQUIRED. 6. EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE EXISTING SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 7. GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE GENERAL CONTRACTOR SHALL ASSURE THAT ALL SUB-CONTRACTORS HAVE REVIEWED THE ENTIRE SET OF CONSTRUCTION DOCUMENTS, THIS INCLUDES BUT NOT LIMITED TO CONSTRUCTION DRAWINGS, PROJECT MANUAL (SPECIFICATIONS), AMENDMENTS, MODIFICATIONS, AND CHANGE ORDERS. THE CONTRACT IS BASED ON CONSTRUCTION DOCUMENTS AS A WHOLE AND COORDINATION BETWEEN SUBCONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 8. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN A COMPLETE SET OF CONSTRUCTION DOCUMENTS ON SITE AND INDICATE CHANGES AS THE PROJECT PROGRESSES. 9. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL 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. 10. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 11. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN HAZARDOUS MATERIALS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE COR PRIOR TO CONTINUING ANY ADDITIONAL WORK. 12. CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 13. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING EQUIPMENT, 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. 14. ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN THE ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN THE PRESENCE OF A GOVERNMENT REPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S FIELD REPRESENTATIVE 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. 16. CONSTRUCTION & DEMOLITION DIVERSION: FORT BLISS REQUIRES A MINIMUM 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. 17. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 18. CONTRACTOR SHALL PROPERLY SECURE WORKING AREA TO PROTECT CONTRACTOR SHALL PROPERLY SECURE WORKING AREA TO PROTECT EQUIPMENT, VEHICLES, AND PERSONNEL. 19. THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL THESE PLANS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ALL AVAILABLE INFORMATION, THE EXACT LOCATION AND QUANTITY OF EXISTING DUCTWORK, PIPING AND EQUIPMENT MAY DEVIATE FROM LOCATIONS AND QUANTITY SHOWN ON DRAWINGS. 20. REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 21. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 22. ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK REPAIRED PRIOR TO INSTALLATION OF THE REPLACE DAMAGED ROOF. 23. ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF SHALL BE ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON THE ROOF SHALL BE PRIMED WITH ONE COAT AND PAINTED TWO COATS OF YELLOW. 24. CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACTOR SHALL UTILIZE ALL CONSTRUCTION DOCUMENTS, SCOPE, CONTRACT, SPECIFICATIONS, AND DRAWINGS TO ENSURE ALL CONSTRUCTION, DELIVERABLES, AND RESOURCES ARE DELIVERED TO THE GOVERNMENT.

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EXISTING EXHAUST FANS

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EXISTING A/C UNITS

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BUILDING 9600 REPLACE DAMAGED ROOF

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BUILDING LADDERS

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REMOVE ABANDONED ROOF PENETRATIONS

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REMOVE AND REPLACE EXISTING RAIN GUTTER AND DOWN SPOUTS

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NOTE: CONTRACTOR WILL FIELD VERIFY BEFORE REMOVING ANY ABANDONED PENETRATIONS.

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DATE

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REVISION #1

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AUG. 23, 2021

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REVISION #2

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NOV. 16, 2021

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BUILDING STAIRS

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CONDENSING UNIT

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ANTENNA COMMUNICATION RUN

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EXISTING NON PENETRATING ANTENNAS

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NEW GUTTER AND DOWN SPOUTS

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NEW GUTTER AND DOWN SPOUTS

AutoCAD SHX Text CONTRACTOR WILL PROVIDE ALL NEW ACCESSORIES AND SUPPORTS, LEAD BOOTS, ECT. CONTRACTOR MUST ACCOUNT FOR MOVING AND ADDING TO UTILITY LINES TO ACCOMMODATE FOR NEW ACCESSORIES. SUPPORTS WILL NOT PENETRATE THE NEW ROOF.

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EXISTING MECHANICAL UNIT AND DUCT. (TYP.)

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NEW ASPHALT SHINGLE ROOF.

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REVIEWED BY:

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MARK

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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PROPOSED WORK PLAN

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LEGEND

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GENERAL NOTES

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NEW BUILT UP ROOF

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PROPOSED PLAN

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EXISTING A/C UNITS

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BUILDING 9600 REPLACE DAMAGED ROOF

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EXISTING PIPE PENETRATIONS

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NON PENETRATING ANTENNA

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EXISTING ELECTRICAL PENETRATIONS

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EXISTING EXHAUST FANS

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EXISTING A/C UNITS

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BUILDING LADDERS

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NEW RAIN GUTTER AND DOWN SPOUTS

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PROVIDE NEW ROOFING SYSTEM

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PROVIDE NEW ROOFING SYSTEM

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PROVIDE NEW ROOFING SYSTEM

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REVISION #2

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NOV. 16, 2021

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REVISION #1

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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SHEET-METAL GRAVEL STOP¾ SEE NOTES 3 AND 4

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FIELD SHEET EXTENDED BELOW BLOCKING

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SELF-ADHERING MEMBRANE FLASHING (EXTEND APPROX. 2'' BEYOND FLANGE)

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APPROX. 2''

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BONDING ADHESIVE

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SEALANT WATER BLOCK

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AutoCAD SHX Text REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR GRAVEL STOPS.

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PERIMETER EDGE- METAL FLASHING¾ SEE NOTES 3 AND 4

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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FIELD SHEET EXTENDED BELOW BLOCKING

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SELF-ADHERING MEMBRANE FLASHING

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APPROX. 2''

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OPTIONAL: WOOD NAILER AND SHEET-METAL CLOSURE

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BONDING ADHESIVE

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SEALANT WATER BLOCK

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SEAM PLATES AND FASTENERS¾ SEE NOTE 2

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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INSTALL COMPATIBLE SEALANT OR TAPE BEHIND MEMBRANE

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TERMINATION BAR FASTENED WITH APPROPRIATE FASTENERS APPROX. 12'' O.C.

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INSTALL COMPRESSIBLE ELASTOMERIC SEALANT OR TAPE TO SPAN IRREGULARITIES

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SHEET-METAL COUNTERFLASHING¾ SEE NOTES 3 AND 4

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CONCRETE FASTENERS

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8'' MINIMUM

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FLASHING HEIGHT

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HOT-AIR-WELDED SEAM

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1. THIS DETAIL DOES NOT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN THE DECK AND WALL. THIS DETAIL DOES NOT ALLOW FOR DIFFERENTIAL MOVEMENT BETWEEN THE DECK AND WALL. 2. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS. 3. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR COUNTERFLASHINGS. 4. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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CONCRETE

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TOP OF CURB TO DRAIN TO ONE SIDE

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COMPRESSIBLE INSULATION

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FLEXIBLE LINER TO SERVE AS INSULATION RETAINER (ATTACHED TO TOP OF CURB)

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FLASHING HEIGHT

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8'' MINIMUM

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ON LOW SIDE

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SEAM PLATES AND FASTENERS¾SEE NOTE 3SEE NOTE 3

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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ADHERED MEMBRANE FLASHING

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FLEXIBLE WEATHERPROOF MEMBRANE CLOSURE

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SHEET-METAL EXPANSION JOINT COVER WITH T-TYPE CLEAT¾ SEE NOTES 4 AND 5

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SLOPE

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HOT-AIR-WELDED SEAM

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BONDING ADHESIVE

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1. THIS DETAIL ALLOWS FOR BUILDING MOVEMENT IN MULTIPLE DIRECTIONS. THIS DETAIL ALLOWS FOR BUILDING MOVEMENT IN MULTIPLE DIRECTIONS. 2. FLASHING REQUIREMENTS ARE TYPICAL FOR BOTH SIDES OF THE EXPANSION JOINT. FLASHING REQUIREMENTS ARE TYPICAL FOR BOTH SIDES OF THE EXPANSION JOINT. 3. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS. 4. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR EXPANSION JOINT COVERS. 5. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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PREMANUFACTURED EXPANSION JOINT COVER

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OPTION

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WOOD NAILER

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PREFABRICATED METAL CURB

AutoCAD SHX Text 2 X 6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE¾OVERALL OVERALL THICKNESS TO MATCH INSULATION

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SEAM PLATES AND FASTENERS¾SEE NOTE 5SEE NOTE 5

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FLASHING HEIGHT

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8'' MINIMUM

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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BONDING ADHESIVE

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HOT-AIR-WELDED SEAM

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ROOFTOP EQUIPMENT FRAME

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SEALING MATERIAL¾MUST MUST BE CONTINUOUS ON TOP OF THE CURB

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OPTIONAL

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ROOF MEMBRANE

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INSULATION

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RAISED CURB

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BASE OF UNIT EXTENDS 1/2'' MINIMUM BEYOND TOP OF CURB

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FASTENERS

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COUNTERFLASHING

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WOOD NAILER

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FLASHING RECEIVER

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1'' MINIMUM BELOW TOP OF CURB

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MECHANICAL UNIT, HOOD, ETC.

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REMOVABLE SHEET-METAL COUNTERFLASHING¾ SEE NOTES 6 AND 7

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GASKETED FASTENERS¾MIN. MIN. TWO FASTENERS PER SIDE

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ADHERED MEMBRANE FLASHING

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PREFABRICATED CORNER FLASHING PIECE AT EACH CORNER

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FASTENERS APPROX. 8" O.C., MIN. TWO PER SIDE

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OPTION A: CURB-BEARING LOCATION FOR HEAVYWEIGHT- LOADING CONDITIONS

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OPTION B: CURB-BEARING LOCATION FOR TYPICAL LOADING CONDITIONS

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1. THE CURBS, TOP WOOD NAILER AND SEAL STRIP ARE TO BE SUPPLIED BY THE THE CURBS, TOP WOOD NAILER AND SEAL STRIP ARE TO BE SUPPLIED BY THE CURB MANUFACTURER. 2. WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE ROOF WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. 3. WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING AT LEAST 3 INCHES, THE REMOVABLE SHEET-METAL COUNTERFLASHING IS NOT REQUIRED. 4. NRCA RECOMMENDS DESIGNERS CONSIDER PERMANENT INTERNAL OR EXTERNAL NRCA RECOMMENDS DESIGNERS CONSIDER PERMANENT INTERNAL OR EXTERNAL FALL-PROTECTION DEVICES AT ALL SKYLIGHTS. 5. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS. 6. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR COUNTERFLASHINGS. 7. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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SEALING MATERIAL

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SEAM PLATES AND FASTENERS¾SEE NOTE 5SEE NOTE 5

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WOOD CURB

AutoCAD SHX Text 2 X 6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE¾OVERALL OVERALL THICKNESS TO MATCH INSULATION

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FLASHING HEIGHT

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8'' MINIMUM

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HOT-AIR-WELDED SEAM

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BONDING ADHESIVE

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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GASKETED FASTENERS¾MIN. MIN. TWO FASTENERS PER SIDE

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ROOFTOP EQUIPMENT FRAME

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SECTION

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FLASHING MEMBRANE

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WOOD CURB

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FLASHING RECEIVER

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1'' MINIMUM BELOW TOP OF CURB

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SEALING MATERIAL¾ MUST BE CONTINUOUS ON TOP OF THE CURB

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FASTENERS

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COUNTERFLASHING

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BASE OF UNIT EXTENDS 1/2'' MINIMUM BEYOND TOP OF CURB

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MECHANICAL UNIT, HOOD, ETC.

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SHEET-METAL RECEIVER WITH REMOVABLE COUNTERFLASHING¾ SEE NOTES 6 AND 7

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ADHERED MEMBRANE FLASHING

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PREFABRICATED CORNER FLASHING PIECE AT EACH CORNER

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1. THE CURBS, TOP WOOD NAILER AND SEAL STRIP ARE TO BE SUPPLIED BY THE CURBS, TOP WOOD NAILER AND SEAL STRIP ARE TO BE SUPPLIED BY THE CURB MANUFACTURER. 2. WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE WHEN POSSIBLE, THE MECHANICAL UNITS SHOULD NOT BE SET UNTIL THE ROOF MEMBRANE AND FLASHING HAVE BEEN INSTALLED. 3. WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE WHERE THE SKYLIGHT, SCUTTLE OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING AT LEAST 3 INCHES, THE REMOVABLE SHEET-METAL COUNTER FLASHING IS NOT REQUIRED. 4. NRCA RECOMMENDS DESIGNERS CONSIDER PERMANENT INTERNAL OR NRCA RECOMMENDS DESIGNERS CONSIDER PERMANENT INTERNAL OR EXTERNAL FALL-PROTECTION DEVICES AT ALL SKYLIGHTS. 5. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ALTERNATIVE BASE SECUREMENT OPTIONS. 6. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND RE-ROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR COUNTER FLASHINGS. 7. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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REVIEWED BY:

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DRAWN BY:

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SPEC. #

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DATE:

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NUMBER:

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SHEET

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DESCRIPTION

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MARK

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DATE

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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DETAILS

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AS SHOWN

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EMBEDED EDGE METAL FLASHING (GRAVEL STOP)

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DRAINING PERIMETER EDGE METAL

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BAS FLASHING WITH SURFACE-MOUNTED COUNTER FLASHING AT CONCRETE WALL

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BASE FLASHING AT EXPANSION JOINT WITH METAL COVER

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BASE FLASHING AT PRE-FABRICATED METAL CURB

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BASE FLASHING AT WOOD CURB

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FE 00393 5J

BUILDING 9600 REPLACE DAMAGED ROOF

8' ' M

U M

G H

H T

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R T

S S

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SEE EPDM-9 FOR CURB FLASHING

AutoCAD SHX Text REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text THIS DETAIL IS DESIGNED TO ELIMINATE ROOF DAMAGE DUE TO EXPANSION AND CONTRACTION OF PIPES. PIPE SUPPORT PROFILES VARY.

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SET FASTENERS IN SEALANT

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PIPE SUPPORT¾ PROFILES VARY

AutoCAD SHX Text GUTTER BRACKETS ARE RECOMMENDED TO BE AT LEAST ONE GAUGE HEAVIER THAN GUTTER STOCK.

AutoCAD SHX Text IN CLIMATES WHERE THE WINTER TEMPERATURE REMAINS BELOW FREEZING FOR EXTENDED PERIODS OF TIME, NRCA SUGGESTS INTERIOR DRAINS TO DRAIN THE ROOF.

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ON BALLASTED SYSTEMS, A DRAINAGE BAR TO RETAIN BALLAST IS REQUIRED.

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SEALANT WATER BLOCK

AutoCAD SHX Text 2 X 6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE¾ OVERALL THICKNESS TO MATCH INSULATION

AutoCAD SHX Text SHEET-METAL GUTTER¾THE FRONT OF THE GUTTER THE FRONT OF THE GUTTER SHOULD BE A MIN. 1'' LOWER THAN THE BACK TO ALLOW OVERFLOW. SEE THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR OTHER GUTTER SHAPES.

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OPTIONAL: GUTTER BRACKET SUPPORT

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OPTIONAL: STIFFENING BAR

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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ADHERED MEMBRANE FLASHING

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SHEET-METAL EDGE FLASHING¾ SEE NOTES 5 AND 6

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GUTTER SPACERS INSTALLED BETWEEN GUTTER BRACKETS

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BONDING ADHESIVE

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FIELD SHEET OR SEPARATE MEMBRANE SHEET EXTENDED BELOW BLOCKING

AutoCAD SHX Text REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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APPROX. 2'' (TYP.)

AutoCAD SHX Text REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE ATTACHMENT AND PLACEMENT. MECHANICALLY ATTACHED SYSTEMS GENERALLY REQUIRE SPECIFIC ATTACHMENT REQUIREMENTS FOR PERIMETER LOCATIONS.

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PREMANUFACTURED MEMBRANE FLASHING

AutoCAD SHX Text INSTALL SEALANT OR SEALANT TAPE BETWEEN PIPE AND PREMANUFACTURED MEMBRANE FLASHING

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PLUMBING VENT STACK

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DRAWBAND

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SEALANT

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HOT-AIR-WELDED SEAM

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1. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES OF CLEARANCE ON ALL VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES OF CLEARANCE ON ALL SIDES FROM WALLS, CURBS AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. SEE THE INTRODUCTION TO THE CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION. 2. NRCA RECOMMENDS FLASHING BE 8 INCHES HIGH; HOWEVER, NRCA IS AWARE PRE-MANUFACTURED NRCA RECOMMENDS FLASHING BE 8 INCHES HIGH; HOWEVER, NRCA IS AWARE PRE-MANUFACTURED BOOT FLASHING GENERALLY WILL NOT MEET THE HEIGHT REQUIREMENT. 3. REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE ATTACHMENT AND PLACEMENT. MECHANICALLY ATTACHED SYSTEMS GENERALLY HAVE SPECIFIC ATTACHMENT REQUIREMENTS FOR PENETRATION LOCATIONS. 4. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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BASE MEMBRANE ATTACHMENT AS REQUIRED FOR SPECIFIC SYSTEM¾ SEE NOTE 3

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SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

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MEMBRANE-COATED METAL PENETRATION POCKET¾ SEE NOTES 3 AND 4

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NONSHRINK GROUT

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HOT-AIR-WELDED MEMBRANE FLASHING

AutoCAD SHX Text OPTIONAL: WEATHERPROOF SHEET-METAL RAIN COLLAR OVERLAPPING PENETRATION POCKET WITH APPROPRIATE SEALANT (E.G., POLYURETHANE)

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HOT-AIR-WELDED SEAM

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VERIFY DEPTH WITH SEALANT MANUFACTURER

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1. PENETRATION POCKETS ARE NOT THE PREFERRED FLASHING METHOD AT PENETRATIONS PENETRATION POCKETS ARE NOT THE PREFERRED FLASHING METHOD AT PENETRATIONS BECAUSE THEY MAY BE A MAINTENANCE PROBLEM. 2. REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE REFER TO MANUFACTURERS' SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR BASE MEMBRANE ATTACHMENT AND PLACEMENT. MECHANICALLY ATTACHED SYSTEMS GENERALLY HAVE SPECIFIC ATTACHMENT REQUIREMENTS AT PENETRATION LOCATIONS. 3. REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING REFER TO THE ARCHITECTURAL METAL FLASHING SECTION OF THE NRCA ROOFING MANUAL: ARCHITECTURAL METAL FLASHING, CONDENSATION AND AIR LEAKAGE CONTROL, AND REROOFING FOR DESIGN, JOINERY AND SECUREMENT OPTIONS FOR PENETRATION POCKETS. 4. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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CROWN POURABLE SEALANT

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MEMBRANE PROTECTION PLY ADHERED TO ROOF MEMBRANE

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PIPE SUPPORT SET IN SEALANT - SEE NOTE 2- SEE NOTE 2SEE NOTE 2

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1. THIS DETAIL IS DESIGNED TO ELIMINATE ROOF DAMAGE DUE TO EXPANSION AND THIS DETAIL IS DESIGNED TO ELIMINATE ROOF DAMAGE DUE TO EXPANSION AND CONTRACTION OF PIPES. 2. PIPE SUPPORT PROFILES VARY. REFER TO THE MANUFACTURER FOR LOAD CAPACITY PIPE SUPPORT PROFILES VARY. REFER TO THE MANUFACTURER FOR LOAD CAPACITY AND RECOMMENDED SPACING OF SUPPORTS. 3. REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL REFER TO THE INTRODUCTION OF THE CONSTRUCTION DETAILS CHAPTER FOR ADDITIONAL INFORMATION.

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SHEET

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DESCRIPTION

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MARK

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DATE

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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DETAILS

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AS SHOWN

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PLUMBING VENT (PREMANUFACTURED BOOT)

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PIPE SUPPORT CURB

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PIPE SUPPORT

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GUTTER WITH PERIMETER EDGE METAL

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MEMBRANE-COATED METAL-PENETRATIONPOCKET_DOUBLE PENETRATION

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FE 00393 5J

BUILDING 9600 REPLACE DAMAGED ROOF

Cvrsht - Bldg 9600

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COVER

A-101 - Bldg 9600

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EXISTING

A-102 - Bldg 9600

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Demolition (2)

A-103 - Bldg 9600

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PROPOSED

A-104 - Bldg 9600

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DETAILS

A-105 - Bldg 9600

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DETAILS (2)

File details come from the government source that posted it. Updated Jul 11, 2024.