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A) B (-D nG J
NOTES
1. TOP OF STEEL ELEVA TION 12' -8 " UNLESS
NOTED OTI-IEQW/SE ( +2112)
2. TOP OF JOIST ELEVATION /2'- 10112':
3. ALL COLUMNS TS 4x4x0.250 EXCEPT AS NOTED.
USE TYPE A' BASEPLATES AT ALL TS COLUMNS
EXCEPT WIND BRACE COLUMNS WHERE TYPE B'
BASEPLA TES SHALL BE USED.
4. CAMBERED ROOF BEAMS ARE NOTED T14US [I 7
ROOF FRAMING PLAN AREA "A"
118' =l,_ p„
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WIND BRACE 41
3
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42
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CAPABLE OF
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FORCE OF 210 LBS.
..4, TOS
�— L 5x3112x /4 CONT.
3/6 3 -9
316 3-9
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—STEEL STUDS
FACE OF METAL
STUDS
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STUD LOCAT /ON, CAPABLE
OF RESISTING LATERAL
FORCE OF 210 LBS.
l TOS ELEV.
PER PLAN
SCALE,
SECTION R0OF -2 SECTION
CONT TOP TRACK SAME GAGE AS STUDS
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WIND BR CE 03 '
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A) B (-D nG J
NOTES
1. TOP OF STEEL ELEVA TION 12' -8 " UNLESS
NOTED OTI-IEQW/SE ( +2112)
2. TOP OF JOIST ELEVATION /2'- 10112':
3. ALL COLUMNS TS 4x4x0.250 EXCEPT AS NOTED.
USE TYPE A' BASEPLATES AT ALL TS COLUMNS
EXCEPT WIND BRACE COLUMNS WHERE TYPE B'
BASEPLA TES SHALL BE USED.
4. CAMBERED ROOF BEAMS ARE NOTED T14US [I 7
ROOF FRAMING PLAN AREA "A"
118' =l,_ p„
6/503
f\
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WIND BRACE 41
3
2
/I112"
42
SLIDE CLIP WELD AT
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CAPABLE OF
RESISTING LATERAL
FORCE OF 210 LBS.
..4, TOS
�— L 5x3112x /4 CONT.
3/6 3 -9
316 3-9
�– STL. BEAM
—STEEL STUDS
FACE OF METAL
STUDS
SL IDE CL IP WELD A T EACH
STUD LOCAT /ON, CAPABLE
OF RESISTING LATERAL
FORCE OF 210 LBS.
l TOS ELEV.
PER PLAN
SCALE,
SECTION R0OF -2 SECTION
CONT TOP TRACK SAME GAGE AS STUDS
---------------------------- �----- - - - - --
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316
6.,
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3116
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4
316
3 -9
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318 GUSSET PLATES TYP.
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316
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3116
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STEEL BEAM
112,.E
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316
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SIZE CkA2T
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6 "STUDS AT l6 "CC.
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X =2.990 IN4
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SCALE,
s� STEEL STUD WINDOW FRAMING STL>a_I NONE
GRID GRl
nine ono of AN/
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L INTEL SIZE
END
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L 6 x 3112 x /4 (LL V)
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2
NO.3
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N CLEVIS SIZE SCHEDULED
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CONT BOTTOM TRACK SAME GAGE AS STUDS
SCALE,
s� STEEL STUD WINDOW FRAMING STL>a_I NONE
GRID GRl
nine ono of AN/
' SCALE
10 WIND BRACE BRACE -1 NONE
LOOSE LINTEL SC14EDLJLE
NO.
MAXIMUM
MASON2Y
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L INTEL SIZE
END
BEARING
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L 3112 x 3112 x 14 (LL V)
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L2
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4"
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L 6 x 3112 x /4 (LL V)
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2
NO.3
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316
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318 GUSSET PLATES TYP.
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316
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L 6 x 3112 x /4 (LL V)
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2
NO.3
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F_
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316
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3
LOOSE LINTEL
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14 SCHEDULE LINTSCN NONE
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NO.
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SIZE
CLEV/S
SIZE
PIN
SIZE
WELD SIZE AND LENGT�45
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/ 14 ..0
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316
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TO ALLOW MIN /MUM LENGTH L1 WELD
11 ROD BRACE SCHED. EIRACESCr� SCALE:
OILTOS ELEV.
PER PLAN
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