SF101-LOW ROOF FRAMING PLAN.pdf
PDF 301 KB Posted
- Attached to
- Construct Mission Training Center (MTC) Facility Federal contract opportunity
- Solicitation number
- W50S78-24-B-0001
- Issued by
- Department of the Army National Guard
About this file
This document is a low roof framing plan for the construction of a 15,200 square foot Mission Training Center (MTC) facility at Joint Base San Antonio Lackland Air Force Base. The plan provides detailed structural framing specifications, including dimensions, member sizes, connection details, and load criteria for the roof system.
The associated federal contract opportunity is for the full construction of the MTC facility, which includes demolition, site work, utilities, mechanical/electrical/plumbing systems, and other related work. The solicitation is set aside 100% for small businesses under NAICS code 236220. The contract duration is 540 calendar days after notice to proceed and the estimated project value is between $10-$25 million. The solicitation includes a base bid as well as 8 options, and specifies several brand name items required for compatibility with existing systems.
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Text version
8 5
5 4
4 3
F
C C
A A
D
B B
'-1
0"
'-4
'-0
8'
-0
'-1
0"
30'-10"18'-10"16'-10"30'-10"10'-7"10'-1"20'-10 1/2"2'-2 1/2"1'-6"27'-5"
C1
SF201
A1
SF201A2
SF201
C4
SF201
C2
SF201
C3
SF201
A3
SF201
KS
P1
KS
P1
W14X30
W
X3
W
X3
HSS12X6X3/8 HSS12X6X3/8 HSS12X6X3/8 HSS12X6X3/8
H
SS
X6
X3 /8
H
SS
X6
X3 /8
H
SS
X6
X3 /8
H
SS
X6
X3 /8
HSS12X6X3/8HSS12X6X3/8HSS12X6X3/8HSS12X6X3/8
W14X30
W14X30
W18X35W24X55
W
X3
W
X3
DECK BRG
ELEV =
W
X2
DECK BRG
ELEV =
W14X30
97'-4"72'-8"
170'-0"
E
S-004 C3
HSS8X6X1/2HSS8X6X1/2
HSS8X6X1/2 HSS8X6X1/2
BRACED
BAY
BR
AC
ED
BA
Y
BR
AC
ED
BA
Y
BR
AC
ED
BA
Y
BR
AC
ED
BA
Y
BRACED BAY
SF502
D1
2'-1"2'-4"4'-4"4'-4"4'-4"4'-6"
2'-2"2'-10"
4'-6"4'-6"4'-6"3'-5"4'-2"4'-5"4'-5"4'-5"4'-5"4'-5"2'-8"
2'-0" 2'-11"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"3'-10"4'-2"4'-5"4'-5"4'-5"4'-5"4'-5"2'-8"
TYP AT
POST
SF502
D3
SF502
D2
SF502
C2
TYP
SF502
D4
S-004 B5
TYP
S-004 B3
SIM
SF502
B3
KS
P2
KS
P2
S-004 B2
HSS4X4X1/4
HSS4X4X1/4HSS4X4X1/4
HSS4X4X1/4HSS4X4X1/4
HSS4X4X1/4HSS4X4X1/4
HSS4X4X1/4HSS4X4X1/4
HSS4X4X1/4HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
HSS4X4X1/4 (BELOW)
10 7 6
B.7
C.3
115'-2"
W
X3
KS
P1
W
X3
KS
P1
KS
P1
W24X55
W
X3
W
X4
W
X3
W
X3
W18X35
28'-11" 19'-9" 24'-0" 30'-10" 16'-10" 18'-10" 30'-10"
6' -7
/8
'-1
0"
'-9
6' -7
9'
-5
'-5
G
4' -0
'-0
W14X30
SF502
B4
9.1 8.9
1' -3
122'-0"
B4
SF101
BRACED
BAY
BR
AC
ED
BA
Y
A4
SF201
W18X35W18X35
BRACED
BAY
B3
SF201
ROOF SUPPORTED RF-01 (600#)
(200# POINT LOADS TO JOISTS)
SUPPORT ANGLES -
REFER
SIMILAR
A3 / 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.
5. REFER TO FOR PIPE FRAMING FROM JOISTS.
JOIST LOAD COMBINATIONS
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
20KSP1
TRIBUTARY WIDTH = 5.0 FEET
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
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) 115 PLF
20KSP2
TRIBUTARY WIDTH = 5 FEET
A
COLLATERAL LOAD (CL) SEE NOTE 3
DEAD LOAD (DL) 125 PLF PLUS JOIST SELF WEIGHT
WIND LOAD (WL) SEE NOTE 1
WIND LOAD (WL) SEE NOTE 2
LIVE LOAD (LL) 87 PLF
SNOW LOAD (SL) 100 PLF
26KSP2
TRIBUTARY WIDTH = 4.33 FEET
A C
COLLATERAL LOAD (CL) SEE NOTE 3
DEAD LOAD (DL) 131 PLF PLUS JOIST SELF WEIGHT
WIND LOAD (WL) SEE NOTE 1
WIND LOAD (WL) SEE NOTE 2
LIVE LOAD (LL) 90 PLF
SNOW LOAD (SL) 23 PLF
26KSP1
TRIBUTARY WIDTH = 4.5 FEET
C
CC F F
C1 / S-005
C1 / S-005
B2 / S-004
500LB
�5'-1" �8"
500LB
�5'-1" �8"
F F
SF502
B2
L4X4X1/4 L4X4X1/4 L4X4X1/4
L2-1/2X2-1/2X1/4
TYP
HSS6X6X1/4
HSS6X6X1/4
COPE VERT LEG OF
ANGLE TO BEAR ON
TOP OF JOIST CORD,
TYP
4'-1 3/4" 4'-1 3/4"
1' -6
W18X35
TYP
SF502
B1
SF502
B1
SIM
HSS6X6X1/4 COLUMN
(HIGH)
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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C :\U sers\nolm stead\D ocum ents\90310_Stru_nolm steadFK74B.rvt 09/13/24 16:34:06
15 AUGUST 2024
LOW ROOF FRAMING PLAN
SF101
BJW
CGH
CGH
SCALE: 1/8" = 1'-0"
LOW ROOF FRAMING PLANB1
0 4' 8' 16'
1/8" = 1'-0"
N
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 .