3f. QPK ARSR Roof Replacement - Drawings FINAL.pdf

PDF 983 KB Posted Jun 26, 2020

Attached to: QPK ARSR Roof Replacement, Parker, CO.
Solicitation number: 697DCK-20-R-00325
Issued by: Department of Transportation Federal Aviation Administration Southwestern Region

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File	Type	Posted
21. SF 30 - A-0005 Amendment of Solicitation 8_3_20_signed.pdf	PDF	Aug 3, 2020
21. SF 30 - A-0003 Amendment of Solicitation 7_20_20_signed.pdf	PDF	Jul 28, 2020
21. SF 30 - A-0004 Amendment of Solicitation 7_28_20.pdf	PDF	Jul 28, 2020
21. SF 30 - A-0002 Amendment of Solicitation 7_13_20.pdf	PDF	Jul 13, 2020
21. SF 30 - Amendment of Solicitation 7_10_20.pdf	PDF	Jul 10, 2020
3f. QPK ARSR Roof Abatement - IH SOW FINAL.pdf	PDF	Jun 26, 2020
9. WD - Parker, CO.pdf	PDF	Jun 26, 2020
16. SIR - 697DCK-20-R-00325.pdf	PDF	Jun 26, 2020
3f. QPK ARSR Roof Replacement - Specifications FINAL.pdf	PDF	Jun 26, 2020

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PRELIMINARY - NOT FOR CONSTRUCTION

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DEMOLITION PLAN & EXISTING SITE DETAILS

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QPK-NDP-D001

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QPK-NDP-A001

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CONSTRUCTION PLAN & CONSTRUCTION DETAILS

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ARAPAHOE CO.

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DOUGLAS CO.

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%%U ARSR

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%%U SITE

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SMOKEY HILL RD.

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PARKER

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ROAD

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CHERRY

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CRK.

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RES.

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AIRLINE ROAD

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BUCKLEY

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FIELD

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HAVANA ST.

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FITZSIMMONS

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HOSP.

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BUS.

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CENTENNIAL SSC QPK ARSR ROOF REPLACEMENT PROJECT PARKER, COLORADO

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ENGINEERING SERVICES INFRASTRUCTURE

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COVER SHEET & DRAWING LIST

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QPK-NDP-D002

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CONSTRUCTION DETAILS

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COVER SHEET & DRAWING LIST

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QPK-NDP-G001

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GENERAL, DEMO & CONSTRUCTION NOTES

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QPK-NDP-G002

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MGR: OPERATIONS, AJW-2W15D

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JAY KAMANI

AutoCAD SHX Text LAT/LON: 39.59416 / -104.69361 39.59416 / -104.69361 ELEVATION: 6161 FT. 6161 FT.

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DRAWING LIST

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DRAWING LIST

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FEDERAL AVIATION ADMINISTRATION

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GENERAL NOTES:

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1. THE QPK ARSR IS AN ACTIVE OPERATIONAL FACILITY WHICH RUNS 24 HOURS A THE QPK ARSR IS AN ACTIVE OPERATIONAL FACILITY WHICH RUNS 24 HOURS A DAY, 7 DAYS A WEEK. ANY OUTAGES NEEDED TO PERFORM WORK SHALL BE SCHEDULED WITH THE FAA AT LEAST 30 DAYS IN ADVANCE. 2. ALL ITEMS INCLUDED ON THESE DRAWINGS AND SPECIFICATIONS SHALL BE ALL ITEMS INCLUDED ON THESE DRAWINGS AND SPECIFICATIONS SHALL BE INCLUDED IN THE SUBCONTRACTOR'S BID. ANY ITEMS THAT ARE UNCLEAR OR FOUND TO BE INCORRECT BY THE SUBCONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE BID DUE DATE. EXCLUSIONS OF WORK FROM THE BID ARE NOT ACCEPTABLE. 3. SUBCONTRACTOR TO COORDINATE WITH RESIDENT ENGINEER FOR ACCESS ON-SITE.SUBCONTRACTOR TO COORDINATE WITH RESIDENT ENGINEER FOR ACCESS ON-SITE.

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DEMOLITION NOTES:

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1. AIR TERMINALS, LIGHTNING ROOF CONDUCTORS, ETC. SHALL BE REMOVED AND AIR TERMINALS, LIGHTNING ROOF CONDUCTORS, ETC. SHALL BE REMOVED AND REINSTALLED IN ORIGINAL ORIENTATION AFTER EACH WORK DAY IF DISTURBED. HANDLING OF AIR TERMINALS TO BE IN ACCORDANCE WITH FAA STANDARD FAA-STD-019f. ANY DAMAGE TO THESE ELEMENTS SHALL BE AT THE CONTRACTOR'S EXPENSE FOR REPLACEMENT. 2. INSPECT DEMOLITION AREAS FOR LEAKING AND/OR DAMAGE--SEAL AND REPAIR INSPECT DEMOLITION AREAS FOR LEAKING AND/OR DAMAGE--SEAL AND REPAIR AS NEEDED. 3. SHOULD FIELD CONDITIONS DIFFER FROM EXISTING CONDITIONS SHOWN ON SHEET SHOULD FIELD CONDITIONS DIFFER FROM EXISTING CONDITIONS SHOWN ON SHEET QPK-NDP-D001 & D002, ALERT THE RESIDENT ENGINEER AND AWAIT DIRECTION BEFORE PROCEEDING WITH DEMOLITION OPERATIONS. 4. THE SUBCONTRACTOR SHALL MAKE ALL PROVISIONS TO PROTECT THE PREMISES THE SUBCONTRACTOR SHALL MAKE ALL PROVISIONS TO PROTECT THE PREMISES FROM DAMAGE DURING DEMOLITION WORK. 5. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MOVING AND PROTECTING ALL THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MOVING AND PROTECTING ALL OWNER-OWNED FURNITURE, EQUIPMENT, ETC. AS REQUIRED TO PERFORM THE WORK OF THIS PROJECT. 6. PROVIDE TEMPORARY WEATHERPROOFING AND CURBING AT ROOF OPENINGS AS PROVIDE TEMPORARY WEATHERPROOFING AND CURBING AT ROOF OPENINGS AS REQUIRED DURING DEMOLITION TO PROTECT THE SPACE BELOW. 7. WHERE THE USE OF CUTTING TORCHES ARE REQUIRED, PROVIDE A MEANS TO WHERE THE USE OF CUTTING TORCHES ARE REQUIRED, PROVIDE A MEANS TO VENTILATE THE SPACE TO REMOVE SMOKE AND ODORS. COORDINATE ALL TORCH CUTTING OPERATIONS WITH THE OWNER AND OBTAIN NECESSARY BURN PERMITS. PROVIDE A DOCUMENTED FALL SAFETY PLAN PRIOR TO CUTTING OPERATIONS AND INSTRUCT ALL PERSONNEL ON THE PLAN'S IMPLEMENTATION. FIRE EXTINGUISHERS SHALL BE PRESENT AT ALL TIMES. 8. THE SUBCONTRACTOR SHALL NOTE ANY EXISTING DAMAGE ON CEILING TILES, THE SUBCONTRACTOR SHALL NOTE ANY EXISTING DAMAGE ON CEILING TILES, ROOFING, LIGHT FIXTURES, WALLS, FLOORS, FURNITURE, PAVING, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL PHOTOGRAPH THESE ITEMS AND SUBMIT THEM TO THE ENGINEER BEFORE BEGINNING WORK. 9. THE SUBCONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED EQUIPMENT AND THE SUBCONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED EQUIPMENT AND MATERIALS, FOLLOWING LOCAL, STATE, FEDERAL, AND FAA REQUIREMENTS, EXCEPT WHERE NOTED OTHERWISE. 10. PROVIDE A DOCUMENTED FALL SAFETY PLAN PRIOR TO PERFORMING ANY WORK PROVIDE A DOCUMENTED FALL SAFETY PLAN PRIOR TO PERFORMING ANY WORK ON THE ROOF AND INSTRUCT ALL PERSONNEL ON THE SAFETY PLAN IMPLEMENTATION. 11. SEE FACILITY HAZARDOUS MATERIAL REPORTS. IF HAZARDOUS MATERIAL SUCH AS SEE FACILITY HAZARDOUS MATERIAL REPORTS. IF HAZARDOUS MATERIAL SUCH AS ASBESTOS OR LEAD PAINT IS SUSPECTED OR FOUND, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESIDENT ENGINEER FOR WRITTEN DIRECTION BEFORE PROCEEDING. 12. THE PARKER ARSR SITE IS AN ACTIVE OPERATIONAL FACILITY WHICH RUNS 24 THE PARKER ARSR SITE IS AN ACTIVE OPERATIONAL FACILITY WHICH RUNS 24 HOURS A DAY, 7 DAYS A WEEK. 13. ALL WORK SHALL BE COORDINATED WITH THE FAA AND BE ACCOMPLISHED ON A ALL WORK SHALL BE COORDINATED WITH THE FAA AND BE ACCOMPLISHED ON A "NOT TO INTERFERE WITH FAA OPERATIONS" BASIS. 14. CONSTRUCTION MATERIAL SHALL BE STORED ONLY IN FAA APPROVED AREAS. CONSTRUCTION MATERIAL SHALL BE STORED ONLY IN FAA APPROVED AREAS. 15. CONSTRUCTION STAGING SHALL BE ALLOWED ONLY IN FAA APPROVED AREAS. CONSTRUCTION STAGING SHALL BE ALLOWED ONLY IN FAA APPROVED AREAS. 16. THE CONTRACTOR SHALL KEEP ALL DUST AND DEBRIS FROM GETTING INTO THE CONTRACTOR SHALL KEEP ALL DUST AND DEBRIS FROM GETTING INTO NEARBY EQUIPMENT. 17. THE CONTRACTOR SHALL SET IN PLACE MITIGATION PLAN TO ENSURE EQUIPMENT THE CONTRACTOR SHALL SET IN PLACE MITIGATION PLAN TO ENSURE EQUIPMENT WITHIN THE BUILDING DOES NOT OVERHEAT OR OTHERWISE BECOME DAMAGED DURING DEMOLITION AND CONSTRUCTION. 18. THE CONTRACTOR SHALL CLEAN UP AND RESTORE THE SITE GROUNDS TO ITS THE CONTRACTOR SHALL CLEAN UP AND RESTORE THE SITE GROUNDS TO ITS ORIGINAL CONDITION AFTER THE WORK HAS BEEN PERFORMED. 19. THE CONTRACTOR SHALL FOLLOW AND COMPLY WITH ALL FEDERAL AND FAA THE CONTRACTOR SHALL FOLLOW AND COMPLY WITH ALL FEDERAL AND FAA ASBESTOS AND LEAD PAINT REQUIREMENTS. 20. THE SELECTED CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, THE SELECTED CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND SUPERVISION FOR THE DEMOLITION, INSTALLATION, AND ABATEMENT FOR BOTH ASBESTOS AND DISPOSAL OF HAZARDOUS MATERIAL WITH THE ABATEMENT AND REPLACEMENT OF THE PARKER ARSR ROOF.

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MGR: OPERATIONS, AJW-2W15D

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JAY KAMANI

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DEMOLITION NOTES CONT.

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21. THE FAA WILL CONTRACT THE SERVICES OF AN INDEPENDENT INDUSTRIAL THE FAA WILL CONTRACT THE SERVICES OF AN INDEPENDENT INDUSTRIAL HYGIENIST (IH) TO PROVIDE ASBESTOS ABATEMENT GUIDANCE AND OVERSIGHT AND TO COLLECT AIR MONITORING AS REQUIRED BY APPLICABLE LOCAL, STATE, FEDERAL, AND FAA REQUIREMENTS, WHICH INCLUDES THE CONTRACTS BETWEEN THE FAA AND VARIOUS EMPLOYEE UNIONS. THE CONTRACTOR SHALL SUBMIT AN ABATEMENT PLAN TO THE FAA AND THE THIRD PARTY WILL REVIEW THE ABATEMENT PLAN AND APPROVE IT BEFORE ANY WORK CAN BE STARTED.

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CONSTRUCTION NOTES:

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STRUCTURAL NOTES:

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1. PROJECT-SPECIFIC ROOF WIND UPLIFT PRESSURE CALCULATIONS TO BE PROVIDED PROJECT-SPECIFIC ROOF WIND UPLIFT PRESSURE CALCULATIONS TO BE PROVIDED BY MANUFACTURER AND SUBMITTED TO PROJECT ENGINEER FOR REVIEW AND APPROVAL. 2. ALL ANCHORS SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. ALL ANCHORS SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL.

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1/2"/FT.

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%%UARSR OFFICE

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%%UGARAGE

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%%UFAN ROOM

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%%UBUILDING

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%%UBUILDING

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REMOVE GUTTER & DOWNSPOUTS TYP.

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KNOWN ASBESTOS-CONTAINING TAN CAULKING IN THIS AREA

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KNOWN ASBESTOS-CONTAINING TAN CAULKING IN THIS AREA

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REMOVE ABANDONED ANTENNA

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BUILT-UP EPDM ROOFING U.N.O.

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STRIP ALL PAINT FROM CORRUGATED STEEL ROOF @ GARAGE. PREP FOR PRIMER AND PAINT.

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KNOWN ASBESTOS- CONTAINING LIGHT-GRAY COATING AT THIS PIPE LOCATION

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REMOVE PIPE BOOT

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REMOVE PIPE BOOT

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BELOW

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ABOVE

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EXISTING FIXED LADDER

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SINGLE PLY MEMBRANE ROOF (EPDM)

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(2) 2" X 6"

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CMU

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TRUSS

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STL.

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R-14.3 RIGID INSULATION, 2 LAYERS

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EDGE FLASHING

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SOFFIT

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ROOFING FELT-2 LAYERS) OVER 3/4" PERLITE

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CMU WALL

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& TRIM

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TRUE NORTH

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ARSR

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ROOF DEMOLITION PLAN

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KEYNOTES:

AutoCAD SHX Text AT ROOF DECK EDGE, REMOVE EDGE FLASHING, GUTTER, DOWNSPOUT, FASCIA BOARD, FASCIA CLADDING, SOFFITS, TRIMS, AND ALL OTHER ROOF EDGE ELEMENTS AS NEEDED TO ACCOMMODATE (NEW) THICKER INSULATION. REMOVE ROOF MATERIALS DOWN TO VAPOR BARRIER. REPAIR VAPOR BARRIER AS NEEDED. ABATEMENT CONTRACTOR TO ABATE & REMOVE ALL ASBESTOS-CONTAINING MATERIAL IMPACTED BY ROOF REPLACEMENT SCOPE OF WORK. WASTE GENERATED FROM THESE ACTIVITIES MUST BE CHARACTERIZED FOR PROPER WASTE MANAGEMENT AND DISPOSAL. WHERE PARAPET SHARES WALL WITH TOP AND BOTTOM ROOF DECKS, REMOVE COPING CAP AND EPDM MEMBRANE ON BOTH SIDES OF PARAPET. CUT OFF BOTH SIDE RAILS ABOVE TOP RUNG. OBTAIN NECESSARY HOT WORK PERMIT; FIRE EXTINGUISHER SHALL BE PRESENT AT ALL TIMES.

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STRIP PAINT & PREP FOR REPAINTING

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LEGEND:

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DETAIL @ EQUIP BLDG

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DETAIL @ FAN ROOM

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MGR: OPERATIONS, AJW-2W15D

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JAY KAMANI

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REMOVE & DISPOSE EXISTING ROOFING

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8" CMU; GROUT SOLID

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12" CMU; GROUTED SOLID

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SINGLE PLY MEMBRANE ROOF (EPDM)

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R-30 RIGID INSULATION

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1 1/2" STL. DECK

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STEEL TRUSS

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5/8" FOIL-BACKED GYP. BD.

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3 1/2" MTL. STUDS W/ R-11

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1'-0"; A-BOLTS @ 32" O/C

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BATT INSULATION

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CONT. HOLD DOWN CLIP

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PAINTED COPING

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MEMBRANE

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FLASHING

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TOP & BOTTOM

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EPDM

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18" TAPERED INSULATION

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(2 LAYERS - 1ST LAYER

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2 1/2", 2ND LAYER 2")

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ROOFING FELT) OVER 3/4"

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(2 LAYERS HOT MOPPED 2 PLY

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VAPOR BARRIER

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PERLITE BOARD.

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#5 @ 32 0/0 VERT.

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(2) #5X CONT.

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STEEL TRUSSES

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STEEL DECK

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SINGLE PLY MEMBRANE ROOFING (EPDM)

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R-30 RIGID INSULATION 2 LAYERS, 1ST LAYER

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FLASHING

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GUTTER

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WOOD BLOCKING

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ALUMINUM FASCIA

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3 1/2" X 3 1/2" X 3/16" X CONT.

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ALUMINUM SOFFIT

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ALUMINUM SIDING

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STEEL BEARING PLATE

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ANGLE WELDED TO TRUSS ENDS.

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5/8" FOIL BACKED

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GYP. BD.

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VAPOR BARRIER (2 LAYERS OF 2 PLY

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ROOFING FELT - HOT MOPPED)

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OVER 3/4" PERLITE BOARD

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2 1/2", 2ND LAYER 2"

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SINGLE PLY MEMBRANE ROOF (EPDM)

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R-30 RIGID INSULATION

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STEEL DECK

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3" X 3" X 3/16" STL. ANGLE

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5/8" FOIL BACKED GYP. BD.

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OVER 1 1/2" STUDS

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8" REINF. CMU

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(2) #5 X CONT.

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#5 @ 32" O/C VERT.

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2 LAYERS, 1ST LAYER

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2 1/2", 2ND LAYER 2"

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2 PLY ROOFING FELT - HOT

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MOPPED) OVER 3/4"

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VAPOR BARRIER (2 LAYERS OF

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PERLITE BOARD

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(COVERED WITH EPDM AT ARSR EQUIP. BLDG.)

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(COVERED WITH ALUMINUM SIDING AT GARAGE)

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18" TAPERED INSULATION

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EPDM MEMBRANE FLASHING

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CONT. ANGLE W/

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A-BOLTS @ 32" O/C

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EPDM SINGLE PLY MEMBRANE

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1ST LAYER 1-1/2", 2ND LAYER 1"

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8" REINF. CMU

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GROUTED SOLID

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(2) #4 X CONT.

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18" TAPERED INSULATION

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3/4" PERLITE BOARD

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(2 LAYERS OF 2 PLY ROOFING

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FELT - HOT MOPPED) OVER

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VAPOR BARRIER

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INTO CMU. CELL GROUTED SOLID

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REINF. EXTENDED 14" MIN. & EPOXYED

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R14.3 RIGID INSULATION : 2 LAYERS

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PAINTED COPING

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CONT. HOLD DOWN CLIP

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(2) #5 X CONT.

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#5 @ 32" O/C VERT.

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EPDM

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SINGLE PLY EPDM MEMBRANE ROOF

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R-30 RIGID INSULATION

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1 1/2" STL. DECK

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STL. TRUSS

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STL. BRG. ANGLE

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1'-0" A-BOLTS @ 32" O/C

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(2 LAYERS OF 2 PLY ROOFING

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3/4" PERLITE BOARD

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VAPOR BARRIER

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FELT - HOT MOPPED) OVER

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FELT - HOT MOPPED) OVER

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(2 LAYERS OF 2 PLY ROOFING

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VAPOR BARRIER

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3/4" PERLITE BOARD

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EPDM

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2 LAYERS, 1ST LAYER 2 1/2",

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2ND LAYER 2"

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CMU CUT TO FIT OVER

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REINF. EXTENDED INTO

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EPDM - EXTENDED HEIGHT OF

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SINGLE PLY MEMBRANE ROOF &

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STL. DECK

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STEEL TRUSS

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R-14.3 RIGID INSULATION 2 LAYERS

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CMU MIN. 16" & EPOXYED

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TRUSS CHORDS

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CELLS GROUTED SOLID.

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CONT. HOLD DOWN CLIP

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(2) #5 X CONT.

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#5 @ 32" O/C VERT.

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8" REINF. CMU

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GROUT SOLID

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(2 LAYERS OF 2 PLY ROOFING

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3/4" PERLITE BOARD

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VAPOR BARRIER

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FELT - HOT MOPPED) OVER

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AND OVER TOP OF PARAPET.

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1ST LAYER 1 1/2", 2ND LAYER 1"

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SCALE: 1 1/2" = 1'-0"

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FEDERAL AVIATION ADMINISTRATION

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DEPARTMENT OF TRANSPORTATION

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DESCRIPTION

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APPROVED BY

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SUBMITTED BY

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REVIEWED BY

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DESIGNED:

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DRAWN:

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ISSUED BY

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TRISTAN AUSTRIA

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QPK-NDP-D002

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PROJECT ENGINEER

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PARKER

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QPK

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WESTERN SERVICE AREA

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ATO - TECHNICAL OPERATIONS

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ENGINEERING SERVICES INFRASTRUCTURE

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EXISTING SITE DETAILS

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ARSR

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DETAIL @ OFFICE BLDG

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ OFFICE BLDG

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ OFFICE (ABOVE)

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ OFFICE (ABOVE)

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ EQUIP (BELOW)

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ EQUIP (BELOW)

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SCALE: 1 1/2" = 1'-0"

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MGR: OPERATIONS, AJW-2W15D

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JAY KAMANI

T r i s t s t r i a

N S I f u l l b l e x

I n c h e s

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SLOPE

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SLOPE

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SLOPE

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1/2"/FT.

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SLOPE

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SLOPE

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%%UARSR OFFICE

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%%UGARAGE

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%%UFAN ROOM

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%%UBUILDING

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%%UBUILDING

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%%UARSR EQUIP

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REINSTALL OR PROVIDE NEW GUTTER & DOWNSPOUTS TYP

AutoCAD SHX Text LOCATE AND PLUG WELD ALL EXPOSED ANCHOR HOLES @ CORRUGATED STEEL ROOF. PRIME AND PAINT STEEL ROOF WHITE.

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INSTALL PIPE BOOT (N) & SEAL AS APPROPRIATE

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INSTALL PIPE BOOT (N) & SEAL AS APPROPRIATE

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BELOW

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ABOVE

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ABOVE

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BELOW

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1 1/2" X 18" TAPERED INSUL EDGE STRIPS

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1 1/2" X 18" TAPERED INSUL EDGE STRIPS

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INSTALL BUILT-UP PVC ROOFING (N) AT ALL ROOF AREAS U.N.O.

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EXISTING FIXED LADDER

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REINSTALL OR PROVIDE NEW GUTTER & DOWNSPOUTS TYP

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SLOPE

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SCALE: 1/8" = 1'-0"

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PROVIDE ADDT'L 2X6 BLKG OR FURRING AS REQ'D FOR FLUSH DECK EDGE

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RE-INSTALL GUTTER & DOWNSPOUT

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2X12 CONT. OR AS REQ'D (N)

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EDGE FLASHING (N)

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ALUM FASCIA (N)

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STL DECK

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VAPOR BARRIER OVER PERLITE (E) TO REMAIN

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R-30 RIGID INSULATION, 2 LAYERS (N)

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SINGLE PLY PVC MEMBRANE ROOFING (N)

AutoCAD SHX Text RE-INSTALL SOFFIT OR PROVIDE NEW AS APPLICABLE. CONFIRM WITH ON-SITE ENGINEER FOR REPLACEMENT.

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STL DECK

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VAPOR BARRIER OVER PERLITE (E) TO REMAIN

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R-30 RIGID INSULATION, 2 LAYERS (N)

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SINGLE PLY PVC MEMBRANE ROOFING (N)

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PROVIDE ADDT'L 2X6 BLKG OR FURRING AS REQ'D FOR FLUSH DECK EDGE

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2X12 CONT. OR AS REQ'D (N)

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ALUM FASCIA (N)

AutoCAD SHX Text RE-INSTALL SOFFIT OR PROVIDE NEW AS APPLICABLE. CONFIRM WITH ON-SITE ENGINEER FOR REPLACEMENT.

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PAINTED GALV FLASHING (N)

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PROVIDE ADDT'L 2X4 BLKG OR FURRING AS REQ'D FOR FLUSH DECK EDGE

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ALUM FASCIA (N)

AutoCAD SHX Text RE-INSTALL SOFFIT OR PROVIDE NEW AS APPLICABLE. CONFIRM WITH ON-SITE ENGINEER FOR REPLACEMENT.

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PAINTED GALV FLASHING (N)

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VAPOR BARRIER OVER PERLITE (E) TO REMAIN

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R-30 RIGID INSULATION, 2 LAYERS (N)

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SINGLE PLY PVC MEMBRANE ROOFING (N)

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SCALE: 1 1/2" = 1'-0"

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TRUE NORTH

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PROJECT NORTH

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FEDERAL AVIATION ADMINISTRATION

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DEPARTMENT OF TRANSPORTATION

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DESCRIPTION

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APPROVED BY

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SUBMITTED BY

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REVIEWED BY

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DESIGNED:

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DRAWN:

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CHECKED:

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ISSUED BY

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DATE

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DRAWING NO.

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REV

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CHECK

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APRV'D

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TRISTAN AUSTRIA

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QPK-NDP-A001

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PROJECT ENGINEER

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PARKER

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QPK

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WESTERN SERVICE AREA

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ATO - TECHNICAL OPERATIONS

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ENGINEERING SERVICES INFRASTRUCTURE

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CONSTRUCTION PLAN & CONSTRUCTION DETAILS

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ARSR

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ROOF CONSTRUCTION PLAN

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SCALE: 1/8" = 1'-0"

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KEYNOTES:

AutoCAD SHX Text REINSTALL OR PROVIDE NEW EDGE FLASHING, GUTTER, DOWNSPOUT, FASCIA BOARD, FASCIA CLADDING, SOFFITS, TRIMS, AND ALL OTHER ROOF DECK EDGE ELEMENTS AS NEEDED TO ACCOMMODATE NEW ROOF SYSTEM. REFER TO DETAILS FOR DIMENSIONS. INSTALL NEW WHITE PVC MEMBRANE AND NEW R-30 RIGID INSULATION ROOF SYSTEM PER MANUFACTURER SPECIFICATIONS AND INSTRUCTIONS. RIGID INSULATION TO BE MECHANICALLY FASTENED TO STEEL DECK. WHERE PARAPET SHARES WALL WITH TOP AND BOTTOM ROOF DECKS, INSTALL NEW PVC MEMBRANE FLASHING ON BOTH SIDES OF PARAPET WALL, AND PROVIDE NEW COPING CAP. WELD VERTICAL SIDE RAIL EXTENSION TO LADDER TO ACHIEVE MINIMUM 42" RAIL HEIGHT ABOVE NEW ROOF DECK. OBTAIN NECESSARY HOT WORK PERMIT; FIRE EXTINGUISHER SHALL BE PRESENT AT ALL TIMES.

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DETAIL @ ARSR EQUIP

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ FAN ROOM

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ ARSR EQUIP

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SCALE: 1 1/2" = 1'-0"

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MGR: OPERATIONS, AJW-2W15D

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JAY KAMANI

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ROOF REPAINT AREA

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LEGEND:

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ROOF RECONSTRUCTION AREA

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T r i s t s t r i a

N S I f u l l b l e x

I n c h e s

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18" TAPERED INSULATION (N)

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PVC MEMBRANE FLASHING (N)

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R-30 RIGID INSULATION, 2 LAYERS (N)

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SINGLE PLY PVC MEMBRANE ROOFING (N)

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STL. DECK

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VAPOR BARRIER OVER PERLITE (E) TO REMAIN

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24 GA. GALV PAINTED COPING (N)

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ALUM SIDING (E) TO REMAIN

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SINGLE PLY PVC MEMBRANE ROOFING (N)

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R-30 RIGID INSULATION, 2 LAYERS (N)

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VAPOR BARRIER OVER PERLITE (E) TO REMAIN

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STL DECK

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EDGE FLASHING (N)

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RE-INSTALL GUTTER & DOWNSPOUT

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PROVIDE ADDT'L 2X6 BLKG OR FURRING AS REQ'D FOR FLUSH DECK EDGE

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ALUM FASCIA (N)

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ALUM SIDING (E) TO REMAIN

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PVC MEMBRANE FLASHING (N)

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18" TAPERED INSULATION (N)

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SINGLE PLY PVC MEMBRANE ROOFING (N)

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R-30 RIGID INSULATION, 2 LAYERS (N)

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VAPOR BARRIER OVER PERLITE (E) TO REMAIN

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STL DECK

AutoCAD SHX Text CMU WALL @ ARSR EQUIP BLDG: PROVIDE (N) PVC MEMBRANE ARSR EQUIP BLDG: PROVIDE (N) PVC MEMBRANE @ GARAGE: (E) ALUM SIDING TO REMAINGARAGE: (E) ALUM SIDING TO REMAIN

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24 GA. GALV PAINTED COPING (N)

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18" TAPERED INSULATION (N)

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PVC MEMBRANE (N) - EXTEND HEIGHT UP AND OVER TOP OF PARAPET WALL

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SINGLE PLY PVC MEMBRANE ROOFING (N)

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R-30 RIGID INSULATION, 2 LAYERS (N)

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VAPOR BARRIER OVER PERLITE (E) TO REMAIN

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SINGLE PLY PVC MEMBRANE ROOFING (N)

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R-30 RIGID INSULATION, 2 LAYERS (N)

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VAPOR BARRIER OVER PERLITE (E) TO REMAIN

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PVC MEMBRANE FLASHING (N)

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24 GA. GALV PAINTED COPING (N)

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SINGLE PLY PVC MEMBRANE ROOFING (N)

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R-30 RIGID INSULATION, 2 LAYERS (N)

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VAPOR BARRIER OVER PERLITE (E) TO REMAIN

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STL DECK

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PVC MEMBRANE (N) - EXTEND HEIGHT UP AND OVER TOP OF PARAPET WALL

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SCALE: 1 1/2" = 1'-0"

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FEDERAL AVIATION ADMINISTRATION

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DEPARTMENT OF TRANSPORTATION

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DESCRIPTION

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APPROVED BY

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SUBMITTED BY

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REVIEWED BY

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DESIGNED:

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DRAWN:

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ISSUED BY

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DATE

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DRAWING NO.

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TRISTAN AUSTRIA

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QPK-NDP-A002

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PROJECT ENGINEER

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PARKER

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QPK

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WESTERN SERVICE AREA

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ATO - TECHNICAL OPERATIONS

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ENGINEERING SERVICES INFRASTRUCTURE

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CONSTRUCTION DETAILS

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ARSR

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DETAIL @ OFFICE BLDG

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ OFFICE BLDG

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ OFFICE (ABOVE)

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ OFFICE (ABOVE)

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ EQUIP (BELOW)

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SCALE: 1 1/2" = 1'-0"

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DETAIL @ EQUIP (BELOW)

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SCALE: 1 1/2" = 1'-0"

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MGR: OPERATIONS, AJW-2W15D

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JAY KAMANI

Sheets and Views

QPK-NDP CAD_ALL_R2-G001 COVER

QPK-NDP CAD_ALL_R2-G002 NOTES

QPK-NDP CAD_ALL_R2-D001 PLAN & DETAILS

QPK-NDP CAD_ALL_R2-D002 DETAILS

QPK-NDP CAD_ALL_R2-A001 PLAN & DETAILS

QPK-NDP CAD_ALL_R2-A002 DETAILS

File details come from the government source that posted it. Updated Jun 26, 2020.