Revised Drawings A16 and A33 (7.16.21).pdf
PDF 525 KB Posted
- Attached to
- Building 402 Renovation Federal contract opportunity
- Solicitation number
- W50S98-21-B-0002
About this file
This document package includes construction drawings and specifications for a federal construction contract opportunity. The contract is for renovations to Building 402 at McGhee Tyson Air National Guard Base in Tennessee. Work will be performed according to the included plans and specifications for project PSXE142002 to repair the classroom facility. The solicitation is set aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million in average annual receipts. The construction project value is estimated between $5-10 million. A pre-bid site visit is scheduled. Funds are not currently available but are expected by September 30, 2021. Award will be made based on price and price-related factors to the responsible bidder providing the most advantageous offer conforming to the solicitation.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W50S98-21-B-0002 Bld. 402 - Abstract 1419.pdf | ||
| W50S98-21-B-0002 Amendment 3.pdf | ||
| W50S98-21-B-0002 Amendment 2.pdf | ||
| Amendment 1 W50S98-21-B-0002.pdf | ||
| Preproposal minutes W50S98-21-B-0002.pdf | ||
| Pre-Bid Slides B402.pptx | PPTX presentation | |
| Sign in sheet 18 June 2021.pdf | ||
| PSXE142002-B3-RESUBMISSION-DRAWINGS(F).pdf | ||
| PSXE142002-B3-SPECS VOL-2.pdf | ||
| PSXE142002-B3-SPECS VOL-1.pdf | ||
| W50S98-21-B-0002 Solicitation.pdf |
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Text version
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
JUNE 29, 2020
400914
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
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CLOSURE WITH FOAM INSERT
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CONTINUOUS CLEAT (ONE SIDE ONLY)
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ON BACK OF CLOSURE APPLY A CONT BEAD OF SEALANT TO BOTTOM AND SIDES
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METAL STANDING SEAM ROOFING PANEL
AutoCAD SHX Text SS SLIDING HOOK CLIP (PINCH BASE OF CLIP CLOSED TO PREVENT CLIP FROM SLIDING IN BASE)
AutoCAD SHX Text PANEL FIX POINT FASTEN THROUGH PANEL RIB AND CLIP W/ 1/4" SSNUT AND BOLT W/ BONDED STEEL NEOPRENE WASHER EACH SIDE
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VALLEY DETAIL
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1/8" THK X 2" WIDE TAPE SEALANT
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RIVET 3" O.C.
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FILL STIFFENING BEADS WITH SEALANT 2" FROM END OF PANEL
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VALLEY FLASHING W/ 4" SEALED LAP JOINTS
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KEYHOLE RIB CLOSURE
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FIELD BEVEL CUT PANELS TO SUIT VALLEY CONDITION
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EXIST SLOPED METAL DECK
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SS SLIDING HOOK CLIP AT 4'-0" O.C. MAX
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.040" THK PREFINISHED ALUM STRUCTURAL STANDING SEAM ROOFING PANEL
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KEYHOLE RIB CLOSURE
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.040" THK PREFINISHED ALUM TRIM WITH 3/4" OPEN HEM
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AutoCAD SHX Text .080" THK ALUM x 1-1/2" GUTTER HANGER AT 30" O.C. STAGGERED FROM STRAP WRAP W/ 2" WIDE PREFINISHED ALUM COVER OVER HANGER
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.040" THK PREFINISHED ALUM GUTTER WITH 6" WIDE OUTSIDE COVER PLATES
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EXTRUDED ALUM SNOW GUARD (SEE SNOW GUARD DETAIL)
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ADJUSTABLE REROOF FRAMING SYSTEM
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16 GAUGE (MIN) STL CONT TOP PURLIN
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16 GAUGE (MIN) STL CHANNEL FRAMING
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CONT STEEL STRAPPING
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CONT 16 GA - 7/8" HAT CHANNEL FASTENED AT EVERY STL CHANNEL FRAMING MEMBER
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AutoCAD SHX Text .040" THK PREFINISHED ALUM WALL FLUSH-SEAM PERFORATED METAL SOFFIT PANELS W/ CONCEALED FASTENERS
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CONT 16 GA - 7/8" HAT CHANNEL FASTENED AT EVERY STL CHANNEL FRAMING MEMBER
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SEALANT
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REBUILD 1 COURSE OF UTILITY BRICK (MATCH EXISTING BRICK SIZE, COLOR AND TEXTURE)
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EXIST FLASHING
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EXIST UTILITY BRICK
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EXIST CMU
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EXIST CMU BOND BEAM
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16 GAUGE (MIN) STL CONT BOTTOM PURLIN
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14" THK R-49 UNFACED BATT INSULATION (TYP FOR ENTIRE DECK)
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NOTE: DIRECTION OF DECK AND BAR JOISTS VARY.
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ADJUSTABLE REROOF FRAMING SYSTEM VALLEY SUPPORT PAN
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FALL PROTECTION SYSTEM DETAIL
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STANDING SEAM ROOF PANEL
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%%USECTION AT S5 CLIP
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PLATE
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OPEN TO BELOW
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SEE EAVE DETAIL 9/A33/A33 FOR TYPICAL NOTES AND DIMENSIONS
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PREFINISHED ALUM STRUCTURAL STANDING SEAM ROOFING SYSTEM
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PREFINISHED ALUM WALL FLUSH-SEAM PERFORATED METAL SOFFIT SYSTEM
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REBUILD 1 COURSE OF UTILITY BRICK (MATCH EXISTING BRICK SIZE, COLOR AND TEXTURE)
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PREFINISHED ALUM WALL FLUSH-SEAM METAL FASCIA SYSTEM
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ADJUSTABLE REROOF FRAMING SYSTEM
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EAVE DETAIL
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SCALE: 1 1/2" = 1'-0"
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SEE EAVE DETAIL 9/A33/A33 FOR TYPICAL NOTES AND DIMENSIONS
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PREFINISHED ALUM STRUCTURAL STANDING SEAM ROOFING SYSTEM
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PREFINISHED ALUM WALL FLUSH-SEAM PERFORATED METAL SOFFIT SYSTEM
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REBUILD 1 COURSE OF UTILITY BRICK (MATCH EXISTING BRICK SIZE, COLOR AND TEXTURE)
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PREFINISHED ALUM WALL FLUSH-SEAM METAL FASCIA SYSTEM
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NOTES: SEE DETAIL 9/A33/A33 FOR TYPICAL NOTES AND DIMENSIONS.
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ADJUSTABLE REROOF FRAMING SYSTEM
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NOTES: SEE DETAIL 9/A33/A33 FOR TYPICAL NOTES AND DIMENSIONS.
AutoCAD SHX Text W14x34 SHALL BE LOCATED TO INSIDE EAVE FRAMING SOFFIT
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ADJUSTABLE REROOF FRAMING SYSTEM SHALL BE ATTACHED TO W14
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SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
JUNE 29, 2020
400914
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
Pr oj ec t N o.
: P
SX
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M cG he e Ty so n
Ai r N at io na l G ua rd
B as e
Te nn es se e Ai r N at io na l G ua rd
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B-3 - FINAL DESIGN RESUBMISSION
7/16/21CANTILEVER FRAMING1
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ROOF ACCESS POINT
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SEE NOTE #8 (TYPICAL FOR 2 LOCATIONS)
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%%ULEGEND
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(ALL ITEMS LISTED ARE TYPICAL THROUGHOUT THE PROJECT.)
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AutoCAD SHX Text 3" x 4" PREFINISHED ALUM PLAIN RECTANGULAR DOWNSPOUT (COMPONENT OF MANUFACTURER'S STRUCTURAL STANDING SEAM ROOFING SYSTEM)(CONNECT TO UNDERGROUND STORMWATER SYSTEM
AutoCAD SHX Text 6" PREFINISHED ALUMINUM "F" STYLE GUTTER (COMPONENT OF MANUFACTURER'S STRUCTURAL STANDING SEAM ROOFING SYSTEM)
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SLOPE OF ROOF
AutoCAD SHX Text .040" THK ALUM 16" WIDE STRUCTURAL STANDING SEAM ROOFING SYSTEM BASIS OF DESIGN ZIP RIB BY MERCHANT & EVANS OVER MANUFACTURED ROOF FRAMING SYSTEM (SEE DETAIL 1/A16/A32)
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COLOR GUARD SNOW RETENTION SYSTEM BY S-5! (SEE DETAIL 2/A16/A32)
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AutoCAD SHX Text PREFINISHED ALUMINUM GUTTER EXPANSION JOINT (COMPONENT OF MANUFACTURER'S STRUCTURAL STANDING SEAM ROOFING SYSTEM)
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AutoCAD SHX Text VENT PIPE PENETRATION (SEE DETAIL 3/A16/A32)(COLOR GUARD SNOW DETENTION SYSTEM ON HIGH SIDE OF EACH ROOF PENETRATION) (SEE PLUMBING DWGS FOR VENT PIPING)
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AutoCAD SHX Text PENTHOUSE LOUVER ON ROOF CURB (SEE DETAIL 4,5/A16/A32)(SEE MECH DWGS F0R PENTHOUSE LOUVER)
AutoCAD SHX Text RAIL AND CARRIAGE FALL PROTECTION SYSTEM (1 CARRIAGE PER SECTION OF RAIL) (SEE DETAIL 14/A16/A33)
AutoCAD SHX Text NOTES: 1. ALL RIDGES SHALL BE AT THE SAME ELEVATION. ALL RIDGES SHALL BE AT THE SAME ELEVATION. 2. SEE ELECTRICAL DWGS FOR LIGHTNING PROTECTION SYSTEM. SEE ELECTRICAL DWGS FOR LIGHTNING PROTECTION SYSTEM. 3. SEE DETAIL 6,7/A16/A32 FOR LIGHTNING PROTECTION SYSTEM MOUNTING DETAILS. SEE DETAIL 6,7/A16/A32 FOR LIGHTNING PROTECTION SYSTEM MOUNTING DETAILS. 4. ALL PLUMBING, MECHANICAL PIPE PENETRATIONS SHALL BE CENTERED IN THE STRUCTURAL ALL PLUMBING, MECHANICAL PIPE PENETRATIONS SHALL BE CENTERED IN THE STRUCTURAL SEAM ROOF PANELS 5. THERE SHALL BE NO FASTENERS INSTALLED PENETRATING THE STANDING SEAM ROOFING THERE SHALL BE NO FASTENERS INSTALLED PENETRATING THE STANDING SEAM ROOFING SYSTEM EXCEPT AS REQUIRED BY THE STANDING SEAM ROOFING SYSTEM MANUFACTURER. EXPOSED FASTENERS ARE NOT PERMITTED EXCEPT AS SHOWN IN THE DETAILS. 6. ALL LIGHTNING PROTECTION SYSTEM COMPONENTS, SNOW GUARDS COMPONENTS AND ANY ALL LIGHTNING PROTECTION SYSTEM COMPONENTS, SNOW GUARDS COMPONENTS AND ANY OTHER CONDUITS/ EQUIPMENT SHALL BE FASTENED TO THE ROOF UTILIZING S-5 ALUM CLAMPING SYSTEMS THAT CLAMP THE STANDING SEAM RIB AND DO NOT PENETRATE THE RIB. NO LIGHTNING PROTECTION SYSTEM COMPONENTS INCLUDING THE CONDUCTORS SHALL PENETRATE THE ROOF. 7. COORDINATE LOCATION OF DOWNSPOUTS WITH EXTERIOR ELEVATIONS. COORDINATE LOCATION OF DOWNSPOUTS WITH EXTERIOR ELEVATIONS. 8. EACH BEAM SHALL BE W14X34 (ASTM A992, GR.50). EXTEND BEAM, EACH END, TO BEAR EACH BEAM SHALL BE W14X34 (ASTM A992, GR.50). EXTEND BEAM, EACH END, TO BEAR FULLY ON THE EXISTING 8" CMU WALL BEHIND THE BRICK VENEER. DO NOT BEAR ON THE BRICK, PROVIDED A 1/2" THICK COMPRESSIBLE FILLER BETWEEN THE BEAM AND THE TOP OF THE BRICK. BEAM SHALL BEAR ON A 7"X7"X3/4" THICK BEARING PLATE (ASTM A36) CENTERED ON THE EXISTING CMU WALL. PROVIDE TWO 5/8" DIAMETER (ASTM A307) ANCHOR BOLTS EXTENDING 12" DOWN INTO THE EXISTING CMU CAVITY. BOLTS SHALL ENGAGE BOTH THE BEARING PLATE AND THE BEAM FLANGE. PROVIDE 1" THICK NON-SHRINK GROUT BELOW THE BEARING PLATE. FILL THE EXIST CMU CAVITIES (THREE ADJACENT CAVITIES) BELOW THE BEARING PLATE WITH PEA GRAVEL CONCRETE (F'C=3,000PSI) DOWN A MINIMUM OF 4 FEET BELOW THE BEARING PLATE. PROVIDE ONE #6 DEFORMED REINFORCEMENT BAR (ASTM A615 GR.60), 4 FEET LONG. IN THE CENTER OF EACH OF THE THREE FILLED CAVITIES. REMOVED AND REBUILD BRICK VENEER AND CMU BACK-UP WALLS AS REQUIRED FOR INSTALLATION OF STEEL BEAMS TO MATCH EXISTING.
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%%UROOF PLAN
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