Drawing sets 100 Drawings Bldg 11265 Roofing 05_03_2024.pdf

PDF 2 MB Posted Aug 9, 2024

Attached to: Replace Roof Building 11265 Federal contract opportunity
Solicitation number: W911SG24B0018
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · Aug 9, 2024

This document appears to be a set of construction drawings for a roof replacement project at Building 11265 on the Fort Bliss Army installation. The drawings provide details for the demolition of the existing roofing system and the installation of a new TPO roofing system, including specifications for perimeter edging, curb flashings, pipe penetrations, and other roofing accessories.

The related federal contract opportunity is for a firm fixed-price construction contract to complete the roof replacement project at Building 11265. The contract is set aside for women-owned small businesses under NAICS code 238160, with an estimated value between $500,000 and $1,000,000. The solicitation is planned to be issued on or about July 26, 2024, with a bid opening date to be determined and a 90-day period of performance after contract award. A site visit is scheduled for September 9, 2024 at 10:00 AM MST.

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Other files for this federal contract opportunity

Other files attached to Replace Roof Building 11265, newest first.
File	Type	Posted
Bid-Opening Sign-in Sheet.pdf	PDF	Sep 11, 2024
Sealed Bid Tracking Log_W911SG24B0018.pdf	PDF	Sep 11, 2024
Abstract of Offerors OF 1419 Page 1 _911SG24B0018_Signed.pdf	PDF	Sep 11, 2024
Abstract to Offerors OF 1419 Page 3_W911SG-24-B-0018_Signed.pdf	PDF	Sep 11, 2024
AMENDMENT W911SG24B0018 SOLICITATION.pdf	PDF	Sep 11, 2024
Abstract to Offerors OF 1419 Page 2_W911SG-24-B-0018_Signed.pdf	PDF	Sep 11, 2024
RFI Questions and Answers DPW replied.pdf	PDF	Aug 30, 2024
W911SG24B0018 Roof Repair Bldg.11265.pdf	PDF	Aug 9, 2024
DPW-RFI Template_Blank Form V.1.2.pdf	PDF	Aug 9, 2024

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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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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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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 11265 ROOF REPLACEMENT PROJECT

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PROJECT LOCATION MAP

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PROJECT LOCATION

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BUILDING 11265 ROOF REPLACEMENT PROJECT

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MSG R. MILLER

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BLDG. 11265

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WRIGHT ST.

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SSG SIMS ST.

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PATTERSON ST.

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1. CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION CONTRACTOR SHALL MAINTAIN AND CLEAN CONSTRUCTION AREA AS PER CONTRACT AND SAFETY RECOMMENDATIONS. 2. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRAFFIC CONTROL PLANS. ALL SIGNS, BARRICADES, CHANNELIZATION DEVICES, SIGN FRAMES AND ERECTION OF SUCH DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL TRAFFIC CONTROL AUTHORITY. 3. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 4. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO 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 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 NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 8. ANY DEMOLITION DEBRIS SUSPECTED TO CONTAIN 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 CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 10. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL 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 ALL REMOVED EQUIPMENT SHALL BE INSTALLED AND TESTED IN THE PRESENCE OF A CONTRACTING OFFICER REPRESENTATIVE. 12. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER'S 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 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, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 15. ANY EXISTING AND\OR NEW GAS LINES EXPOSED ON 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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LEGEND

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REMOVE EXISTING BUILT-UP ROOF SYSTEM

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PATTERSON ST.

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BUILDING 11265 ROOF REPLACEMENT PROJECT

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DEMOLITION PLAN

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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 RECONTAMINATIONS. 2. CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA CONTRACTOR SHALL PROVIDE AND FURNISH TRAFFIC CONTROL FOR AREA ADJACENT TO CONSTRUCTION AREA. 3. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. CONTRACTOR SHALL PROVIDE BUILDING ACCESS TO USER. 4. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO PARKING SPACES. 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. 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. 7. 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. 8. 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. 9. 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. 10. 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. 11. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE NO OBSTRUCTIONS WILL BE PERMITTED WITHIN THREE FEET OF FIRE HYDRANTS. 12. 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. 13. CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, CONTRACTOR SHALL LIFT IN PLACE EXISTING ELECTRICAL CONDUIT, GAS LINES, WIRES, ETC., AS REQUIRED. 14. 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. 15. 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. 16. 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. 17. 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. 18. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, EXACT LOCATIONS AND QUANTITY BEFORE COMMENCING WORK. 19. CONTRACTOR SHALL PROPERLY SECURE WORKING AREA TO PROTECT CONTRACTOR SHALL PROPERLY SECURE WORKING AREA TO PROTECT EQUIPMENT, VEHICLES, AND PERSONNEL. 20. 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. 21. REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH REPLACE DAMAGED NAILERS, SOFFIT, AND FASCIA BOARDING TO MATCH EXISTING MATERIALS. 22. NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED NO NEW MATERIALS SHALL CONTAIN ASBESTOS, LEAD, OR ANY REGULATED MATERIALS. 23. ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK ANY ABANDONED PENETRATIONS SHALL BE REMOVED AND THE DECK REPAIRED PRIOR TO INSTALLATION OF THE NEW ROOF. 24. 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. 25. 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. 26. CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY ABANDONED CONTRACTOR WILL FIELD VERIFY BEFORE MOVING ANY ABANDONED PENETRATIONS. 27. CONTRACTOR WILL PROVIDE ALL NEW ACCESSORIES, PIPE SUPPORTS, LEAD CONTRACTOR WILL PROVIDE ALL NEW ACCESSORIES, PIPE SUPPORTS, LEAD BOOTS, ETC. 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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REMOVE AND REPLACE EXISTING ROOFING SYSTEM WITH NEW TPO ROOF SYSTEM

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EXISTING PIPE PENETRATIONS

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EXISTING VENT PENETRATIONS

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EXISTING ELECTRICAL PENETRATIONS

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EXISTING DOWN SPOUT

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EXISTING RAIN GUTTER (TYP.)

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EXISTING ROOF HATCH

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EXISTING DOWN SPOUT (TYP.)

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SCRAPE OFF ALL OLD PAINT AND SAND AT ALL SOFFITS

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EXISTING ANTENNA PENETRATION (TYP.)

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EXISTING ELECTRICAL PENETRATION (TYP.)

EXISTING ELECTRICAL PENETRATIONS

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BUILDING 11265 ROOF REPLACEMENT PROJECT

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NEW WORK PLAN

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GENERAL NOTES

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EXISTING PIPE PENETRATIONS

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EXISTING DOWN SPOUT

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NEW TPO ROOF SYSTEM

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ANCHORS ON ROOF WITH ENGINEER STAMP PER MANUFACTURER RECOMMENDATIONS

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PROVIDE NEW ROOFING SYSTEM

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SLOPE DIRECTION (TYP.)

AutoCAD SHX Text -CONTRACTOR WILL VERIFY ALL DIMENSIONS BEFORE PROVIDING PROPOSAL TO K.O. -BUILDING WILL BE OCCUPIED. CONTRACTOR TO PROVIDE HEATING (OCT 15-APRIL 15) & COOLING (APRIL 15-OCT 15)

CONTRACTOR TO CAULK AND PREPARE ALL WOOD SOFFIT FOR NEW PRIMER AND PAINT. CONTRACTOR TO PROVIDE 1 COAT OF PRIMER AND 2 COATS OF PAINT SHERWIN WILLIAMS OR EQUAL AT ALL WOOD ITEMS IN PROJECT: SATIN FINISH - COLOR SW TO MATCH EXISTING 1ST COAT: S-W EXTERIOR LATEX WOOD PRIMER, B42W8041 (4.0 MILS WET, 1.4 MILS DRY) 2ND COAT: S-W A-100 EXTERIOR LATEX SATIN, A82 SERIES (4.0 S-W A-100 EXTERIOR LATEX SATIN, A82 SERIES (4.0 MILS WET, 1.5 MILS DRY PER COAT) 3RD COAT: S-W A-100 EXTERIOR LATEX SATIN, A82 SERIES (4.0 S-W A-100 EXTERIOR LATEX SATIN, A82 SERIES (4.0 MILS WET, 1.5 MILS DRY PER COAT)

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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BUILDING 11265 ROOF REPLACEMENT

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DETAILS

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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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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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ADHERED MEMBRANE FLASHING

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BONDING ADHESIVE

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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

AutoCAD SHX Text 2 x 6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE OVERALL THICKNESS TO MATCH INSULATION

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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

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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

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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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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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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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FE-10100-0J

R T

8' ' M

U M

G H

H T

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REVIEWED BY:

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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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BUILDING 11265 ROOF REPLACEMENT

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DETAILS (CONTINUED)

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AS SHOWN

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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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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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AutoCAD SHX Text 01/22/2024

FE-10100-0J

R T

Design and Construction

Directorate of Public

Project Name

XXXXXXXXXXXXXX

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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SHEET

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DESCRIPTION

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MARK

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DATE

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DIRECTORATE OF PUBLIC WORKS FORT BLISS, TEXAS

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PROJECT INFORMATION SIGNAGE DETAIL

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AS SHOWN

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AutoCAD SHX Text 10.5"

AutoCAD SHX Text 6.5"

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AutoCAD SHX Text 7.875"

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

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PROJECT INFORMATION SIGNAGE DETAIL

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NOT TO SCALE

AutoCAD SHX Text 01/22/2024

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FE-10100-0J

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BUILDING 11265 ROOF REPLACEMENT PROJECT

Sheets and Views

Bldg 11265 - Roofing - 03082023-CVRSHT

Bldg 11265 - Roofing - 03082023-A-100

Bldg 11265 - Roofing - 03082023-A-101

Bldg 11265 - Roofing - 03082023-A-102

Bldg 11265 - Roofing - 03082023-A-103

Bldg 11265 - Roofing - 03082023-A-104

Bldg 11265 - Roofing - 03082023-PR-INFO

File details come from the government source that posted it. Updated Aug 9, 2024.