AF8E75-1.PDF
PDF 2 MB Posted
- Attached to
- PA 206 HORSHAM HVAC SYSTEMS REPAIRS
- Solicitation number
- W912BU24R0001
About this file
This document package includes construction drawings and specifications for masonry work on an Army Reserve Training Center, as well as a related federal contract opportunity notice.
The construction drawings depict exterior elevations, floor plans, and details for masonry walls, including locations for control joints and associated sealant and flashing details. Specifications reference scheduled brick and concrete masonry unit types, as well as metal stud framing, sheathing, insulation, and interior gypsum board.
The related federal contract opportunity is a special notice for HVAC system repairs at the PA 206 Horsham facility. The Department of the Army Corps of Engineers Engineering District Philadelphia is listed as the issuing agency. No further details are provided on response dates, award timing, pricing terms, or potential incumbent contractors.
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Text version
00-A-202 1/16" = 1’-0"
A4
SOUTH ELEVATION
1/16" = 1’-0" B4
WEST ELEVATION
1/16" = 1’-0" C4
NORTH ELEVATION
EAST ELEVATION
B2
1/16" = 1’-0"
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D3 3"=1’-0"
D1
PLAN DETAIL @ MASONRY CONTROL JOINTDETAIL @ MASONRY CONTROL JOINT WITH LINTEL
32’8’
SCALE:1/16"=1’
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SCALE:1/16"=1’
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32’8’
SCALE:1/16"=1’
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SCALE:1/16"=1’
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SCALE: 3"=1’
3" 6" 9" 12"0
SCALE: 3"=1’
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SCALE: 3"=1’
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United States
Army Reserve Center
1ST FLOOR
2ND FLOOR
114’-0"
100’-0"
126’-2"
T.O. STEEL
1ST FLOOR
2ND FLOOR
114’-0"
100’-0"
126’-2"
T.O. STEEL
114’-0"
100’-0"
114’-0"
100’-0"
6’-0"14’-0"16’-0"15’-8"14’-8"18’-8"14’-8"11’-8"12’-0"11’-8"14’-8"18’-8"14’-8"11’-8"12’-0"11’-8"14’-8"18’-8"14’-8"15’-8"16’-0"14’-0"6’-0"14’-8"
11’-8"17’-4"12’-4"6’-8"14’-0"16’-0"14’-0"18’-8"16’-0"12’-8"
2 2 2222
7’-8"16’-8"17’-4"17’-4"16’-0"16’-0"16’-0"18’-0"18’-0"17’-4"15’-4"18’-8"18’-8"17’-4"5’-8"
17’-0"13’-4"10’-0"13’-4"14’-4"
9’-0" 18’-8" 13’-8"
4’-8"
9’-4" 13’-4" 14’-4" 14’-8" 11’-8" 16’-0" 9’-4" 4’-8"
TYP.
TYP.
TYP.
TYP.
CONTROL JOINT
LOCATIONS ALONG
GRID LINE "1"
CONTROL JOINT
LOCATIONS ALONG
GRID LINE "2"
CONTROL JOINT
LOCATIONS ALONG
GRID LINE "A"
CONTROL JOINT
LOCATIONS ALONG
GRID LINE "B"
MASONRY CONTROL JOINT LOCATION SEE DETAIL D4 ON SHEET 00-A-202
MASONRY CONTROL JOINT CORNER CONDITION SEE DETAIL D3 ON SHEET 00-A-202
1.
2.
3.
4.
ALIGN CONTROL JOINTS WITH WINDOW AND DOOR OPENINGS AS SHOWN
SEE DETAIL D1 ON SHEET 00-A-202 FOR CONTROL JOINT CONDITION AT
LOOSE LINTELS
PROVIDE SEALANT COLOR TRANSITIONS TO MATCH ADJACENT BRICK
OR CMU BLOCK ALONG LENGTH OF MASONRY CONTROL JOINT.
SEE DETAIL C3 ON SHEET 00-A-532 FOR WATERPROOFING CONDITION AT
LOOSE LINTELS AND MASONRY TIES
7’-0"17’-8"9’-8"17’-8"17’-4"5’-8"11’-8"17’-4"17’-4"17’-4"17’-4"19’-4"15’-4"15’-4"18’-8"11’-4"4’-0"18’-8"15’-4"18’-8"15’-4"10’-0"
1 2 3 3.2 4 5 6 6.4 7 7.8 8 9 102.7
ABCDD.1E D.6 A B C D E
2 12.733.24566.477.88910
BACKER ROD AND SEALANT
SCHEDULED BRICK
OR CMU BLOCK
BRICK TIE
SCHEDULED BRICK
OR CMU BLOCK
BACKER ROD AND SEALANT
BRICK TIE
BACKER ROD AND SEALANT
COMPRESSIBLE MATERIAL
FLASHING USED FOR
SLIP PLANE
FLASHING
CONTROL JOINT - BACKER ROD AND SEALANT
WINDOW OR DOOR FRAME
SCHEDULED BRICK OR CMU BLOCK
GALVANIZED STEEL LINTEL
2" RIGID INSULATION
A.M.B.S.
BATT INSUL. (R-19)
6" MTL. STUD
5/8" GYP. BD.
5/8" EXTERIOR GYP. SHEATHING
2" RIGID INSULATION
A.M.B.S.
5/8" EXTERIOR GYP. SHEATHING
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