Attachment 1 _ 025_47 Sta 5 roof framing plan.pdf
PDF 261 KB Posted
- Solicitation number
- PE-77129-NONST-2027-000000073
- Issued by
- Hall County, Georgia
About this file
This is a roof framing plan prepared by the architectural firm Hussey, Gay, Bell & DeYoung for Hall County Fire Station #5 in Gainesville, Georgia. The drawing, dated February 2006 and designated as Sheet S-2 of 4, illustrates the structural steel roof framing design for the fire station facility. The plan specifies the use of truss girders and steel beams, including W12x14, W16x26, W18x35, and W18x46 members, arranged at 24-inch on-center maximum spacing. The roof features a 6.5:12 and 5:12 pitch configuration with valley details, and indicates top-of-steel elevations of 18'-10" at the apparatus area and 11'-6" at the living quarters. The plan provides comprehensive dimensioning with overall building widths of 44'-8" and 26'-2", along with corresponding joist and beam spacing requirements to support the structural integrity of the facility's roof system.
This technical drawing serves as a shop drawing component for the construction documentation of Hall County Fire Station #5, which is part of a broader initiative by Hall County, Georgia, Board of Commissioners to award lightning protection system contracts to a single qualified contractor for Fire Stations #5, #9, and #16. The architectural and engineering documentation, including this roof framing plan, provides the necessary specifications and structural details required for contractors to understand the facility configuration and submit accurate bids for the lightning protection system installation across the three fire station locations.
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Text version
24'-0
12-6"
W x
6.5:12
T R U S
GIRDE
12'-6"19-6"25-015-08-821'-8
44'-8"
26"-213'-1
W18x35
4TAPPARATUS)
4:12
RIDGE
SPW18x46
19-6"19-619-623-0-10
ROOFFRAMING PLAN
SCALE:1/8" =1'-0"
NOTE: TOP OFSTEEL BLEY 18-10" ATAPPARATUS AND#11-6" ATLMINGQUARTERS.
W12x14 W x
W16x26
VALLEY
0.C, MAX.
(TYР)
44-8
14-5
5-4
PLAN N
-5
W12x14
6.5:12 6.5:12
RIDGE
24 0.C MAXC(TYP)
ALLEA
W12x14
5:12
W12x14 W12x14
O C
TRUSS GIRDER
W12x14
21-5
W12x14 uctuealEngieer
COPYRIGHT
A N D
R E P O R D U C T I O
F
A W I N G S
THIS
D R A W I
G
IS
A
S O P A N
R
PART
F
H O P
S H
P
A W I N
F O R A N Y O T H
O J E C T
SHEET NUMBER
S-2
603 1009 09 оFEBRUARY 2006
DRAWN
CHECKED BY:
REVISIONS
H A L
C
U N T Y
HUSSEY,
GAY, BELL
DEYOUNG
INTERNATIONAL
I
T A T I O
GAINESVILLE,
O R G I A
A R C H I T E C T S
R O
A M I
A N
A Bell
Company Gainesville, a 30501
F a x (770)
535-1134
File details come from the government source that posted it. Updated .