AF9FDC-1.PDF
PDF 998 KB Posted
- Attached to
- PA 206 HORSHAM HVAC SYSTEMS REPAIRS
- Solicitation number
- W912BU24R0001
About this file
This document contains construction drawings and details for interior ceiling work at the Army Reserve Training Center in Willow Grove, Pennsylvania. The drawings show layouts and technical specifications for bulkheads, soffits, ceiling transitions, automatic projection screens, and folding partitions. Related to this is a federal contract opportunity posted by the U.S. Army Corps of Engineers Philadelphia District seeking repairs to HVAC systems at the PA 206 Horsham facility. The solicitation number is W912BU24R0001 and it is listed as a special notice for mechanical repairs. The response due date and award date are not provided.
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Text version
00-A-515
A5 1 1/2" = 1’-0"
A4 1 1/2" = 1’-0"
C4 1 1/2" = 1’-0"
B5 1 1/2" = 1’-0"
BULKHEAD / SOFFIT DETAIL
CEILING TRANSITION DETAIL
AUTO PROJECTION SCREEN DETAIL
FOLDING PARTITION HEAD DETAIL
AUTO PROJECTION SCREEN DETAIL
1 1/2" = 1’-0"
B4
1’ 2’0 6"
SCALE:1-1/2"=1’
1’ 2’0 6"
SCALE:1-1/2"=1’
1’ 2’0 6"
SCALE:1-1/2"=1’
1’ 2’0 6"
SCALE:1-1/2"=1’
1’ 2’0 6"
SCALE:1-1/2"=1’
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S:\USACE_Projects\6-609-063_AFRC-Willow_Grove_PA\Con_Docs\CAD_Sheets\Architectural\AFRC5500-A-515.dgn
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108’-0"
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109’-0"
B.O. STEEL PLATE
LAY-IN A.C.T
GYP. BD. ON
MTL.
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FRAMING @
16" O.C.
KICKERS @ 48"
O.C. TO
STRUCTURE
ABOVE
CORNER BEAD TYP.
STRUCTURAL
DECK
LAY-IN A.C.T.
GYP. BD. ON
MTL.
STUD
FRAMING @
16" O.C.
LAY-IN A.C.T
KICKERS @ 48"
O.C. TO
STRUCTURE
ABOVE
CORNER BEAD
TYP.
WALL CONST.
TAPEABLE
J-MOLD
GYP. BD. ON
MTL.
STUD
FRAMING @
16" O.C.
KICKERS @ 48"
O.C. TO
STRUCTURE
ABOVE
CORNER BEAD TYP.
STRUCTURAL
DECK
LAY-IN A.C.T.
THREADED RODS
TO STRUCTURE
ABOVE
MOTORIZED
PROJECTION SCREEN
HOUSING
THREADED RODS
TO STRUCTURE
ABOVE
MOTORIZED
PROJECTION SCREEN
HOUSING
" GYP. BD. OVER 18 GAGE 3
METAL STUDS @ 16" 0.C.
2-
" SAFB
CONTINUOUS WT 5 x 16.5 -
COORDINATE HOLE LOCATION
FOR HANGER RODS W/ MANUF.
REQ’S RODS AND HANGER
ASSEMBLY SECTION 10600
L 3" x 3" x 5/16" HANGERS 4’-0"
O.C. MAX. AND AT EACH END
L 3" x 3" x 5/16" SWAY BRACING
PERPENDICULAR TO TRACK-
SPACE PER MANUF. REQ’S 8’-0"
O.C. MAX. AND PARALLEL TO
TRACK AT EACH END (TYP)
CLIP L 3" x 3" x 5/16" SPAN
BETWEEN JOISTS TO
RECIEVE ANGLE-BRACE (TYP)
PREFORMED, COMPRESSIBLE
DECK FLUTE FILLER
STEEL BEAM; REFER TO
STRUCTURAL
CLIP L 3" x 3" x 5/16" x 6" LONG FASTEN TO
STEEL BEAM AS REQ’D.
SOUND BAFFLE - 2-
" SOUND
ATTENUATING FGL. BATTS (SAFB)
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" METAL STUDS 2’-0"
O.C. W/ 5/8" GYP. BD.
FOLDING PARTITION
CENTERLINE OF WT
5 x 16.5 AND FOLDING
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