SF102-HIGH ROOF FRAMING PLAN.pdf
PDF 298 KB Posted
- Attached to
- Construct Mission Training Center (MTC) Facility
- Solicitation number
- W50S78-24-B-0001
- Issued by
-
Department of the Army National Guard
About this file
This document appears to be a high roof framing plan for a facility construction project. The plan provides details on the structural framing, including the sizes and locations of roof joists, girders, and beams. It also includes notes on roof deck specifications, loads, and framing requirements.
The related federal contract opportunity is for the construction of a 15,200 square foot F-16 Mission Training Center (MTC) facility for the Texas Air National Guard at Joint Base San Antonio Lackland Air Force Base. The contract will be a single firm fixed-price award set aside for small businesses, with a contract duration of 540 calendar days. The solicitation includes a base bid as well as several options and brand name items. A site visit and pre-bid conference are scheduled, and all questions and requests for information must be submitted prior to bid opening.
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Text version
8 5
5 4
4 3
F
C C
A A
D
B B
C1
SF201
C3
SF201
DECK BRG
ELEV = 130'-3 5/8"
'-1
0"
'-4
'-0
8'
-0
'-1
0"
30'-10"18'-10"16'-10"30'-10"10'-7"10'-1"23'-1"28'-11"
97'-4"72'-8"
170'-0"
DECK BRG
ELEV = 123'-1 5/8"
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W
X3
W18X40W14X22W14X30W18X40 W
X3
W
X3
W
X2
W
X3
W
X1
W18X35 W14X30 W14X22 W18X35
W24X55W18X35W18X35W24X55
KS
P3
KS
P3
KS
P3
KS
P3
KS
P1
KS
P1 28
KS
P1
KS
P1
E
S-004 B3
S-004 C5
BR
AC
ED
BA
Y
BR
AC
ED
BA
Y
BRACED
BAY
BR
AC
ED
BA
Y
BR
AC
ED
BA
Y
(6) EQ SPACES = 30'-10"(4) EQ SPACES = 18'-10"(4) EQ SPACES = 16'-10"(7) EQ SPACES = 30'-10"
BRACED
BAY
S-004 B5
TYP
S-004 B5
S-004 B2
B.7
C.3
S-004 D5
G
'-0
4' -0
S-004 C3
SIM
B4
SF102
ROOF SUPPORTED CRAC-05 (500#)
(200# POINT LOADS TO JOISTS)
ROOF SUPPORTED FCU,
250# EACH, COORDINATE
LOCATIONS AND LOADS
TO JOISTS.
C2
SF201
C4
SF201
A2
SF201 A1
SF201
SUPPORT ANGLES -
REFER SIMILARA3 / S-003
FRAMING PLAN NOTES
1 ROOF HATCH OPENING, COORDINATE LOCATION
WITH ARCH. REFER A3/S-003 ROOF FRAMED
OPENING.
B1 / S-004 1.
2.
A.
a.
B.
a.
PROVIDE BOTTOM FLANGE BRACES ON ALL ROOF
GIRDERS AND BEAMS (REFER ). SPACE
FLANGE BRACES AT 10'-0" OC MAX TYP W/ ADD'L
LOCATIONS AS NOTED. COORDINATE WITH JOIST
LOCATIONS
ROOF DECKING:
LOW ROOF - 1.5B 18 GA ROOF DECK
#12 SELF-TAPPING SCREWS USING A 36/7
PATTERN AT SUPPORTS AND (6) #10 SELF-
TAPPING SCREW SIDELAP FASTENERS PER
SPAN
HIGH ROOF - 1.5B 18 GA ROOF DECK
#12 SELF-TAPPING SCREWS USING A 36/7
PATTERN AT SUPPORTS AND (6) #10 SELF-
TAPPING SCREW SIDELAP FASTENERS PER
SPAN
2 ROOF HOOD OPENING, COORDINATE LOCATION
WITH MECH. REFER A3/S-003 ROOF FRAMED
OPENING, SIMILAR.
JOIST DESIGN LOAD NOTES
1.
2.
3.
4.
WIND LOAD (WL) TO BE AS PER DETAILS AND ASSOCIATED
TABLE WHICH ARE DOWNWARD FORCES FOR COMPONENTS AND
CLADDING PRESSURES.
WIND LOAD (WL) TO BE AS PER DETAILS AND ASSOCIATED
TABLE WHICH ARE GROSS UPLIFT FORCES FOR COMPONENTS AND
CLADDING PRESSURES.
COLLATERAL LOAD WORSE CASE OF 12 PSF UNIFORM LOAD OR A 100 LB
POINT LOAD CENTERED BETWEEN EACH BOTTOM CHORD PANEL POINT.
LIVE LOAD IS NON-REDUCIBLE.
JOIST LOAD COMBINATIONS
COLLATERAL LOAD (CL) SEE NOTE 3
DEAD LOAD (DL) 145 PLF PLUS JOIST SELF WEIGHT
WIND LOAD (WL) SEE NOTE 1
WIND LOAD (WL) SEE NOTE 2
LIVE LOAD (LL) 100 PLF
SNOW LOAD (SL) 25 PLF
28KSP1
TRIBUTARY WIDTH = 5.0 FEET
C
COLLATERAL LOAD (CL) SEE NOTE 3
DEAD LOAD (DL) 145 PLF PLUS JOIST SELF WEIGHT
WIND LOAD (WL) SEE NOTE 1
WIND LOAD (WL) SEE NOTE 2
LIVE LOAD (LL) 100 PLF
SNOW LOAD (SL) 25 PLF
26KSP3
TRIBUTARY WIDTH = 5.0 FEET
A
GC
C1 / S-005
C1 / S-005
1.
2.
3.
4.
5.
6.
7.
1.2 DL + 1.6 CL + 1.6 LL
1.2 DL + 1.6 CL + 1.6 SL
1.2 DL + 1.6 CL + 1.6 LL + 0.5 WL
1.2 DL + 1.6 CL + 1.6 SL + 0.5 WL
1.2 DL + 0.5 LL + 1.0 WL
1.2 DL + 0.5 SL + 1.0 WL
0.9 DL + 1.0 WL
500LB
�5'-1" �8"
F
HSS6X6X1/4
HSS6X6X1/4
TYP
1' -6
8'-4 1/4" 4'-1 3/4" 4'-1 3/4"
SF502
A2
SF502
A1
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
Frankfurt-Short-Bruza Associates,P.C.
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
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A
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20190310
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15 AUGUST 2024
HIGH ROOF FRAMING PLAN
SF102
BJW
CGH
CGH
0 4' 8' 16'
1/8" = 1'-0"
N
SCALE: 1/8" = 1'-0"
HIGH ROOF FRAMING PLANB1
SCALE: 3/8" = 1'-0"
ENLARGED FRAMING PLANB4
2' 6'4'0
3/8" = 1'-0"
1 Addendum 02 09/16/2024
File details come from the government source that posted it. Updated .