10-1110-008TIM.
3' -8" 3' -1" lo'-8" FLAN 1 iOTE5:
8' -8ff
t 2) ROOF SUPER IMPOSED LOADS:
DL = 25 PSF
LL = 30 PSF
T wF -36 3} NET UPLIFTS:
t 0X I .
ZONE = 35 PSF
ZONE = 50 PSF
I 16' -Q,r
ZONE 3 = 80 PSF
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xx 4"767
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6'-2 of I 5' -0" 61-211
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4 "x4" PT. 0 26" O.G.
W/ 3/8 "0 x 7" LONG HOT
DIPPED GALV. LAG SCREWS
0 EACH JOIST (TYPICAL)
4) FOR O PROVIDE ,: , M
EDGES & @ ALL SUPPORTING RAFTERS.
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'I 1"0 THRU BOLT, TYP.
NZ-1 0
HOT DIPPED GALVANIZED
CONCRETE BEAM SCHEDULE
ADD 1#5 CORNER BAR
0 TOP & BOTT. OF BEA
PLAN DETAIL
REINFORCING
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'I 1"0 THRU BOLT, TYP.
NZ-1 0
HOT DIPPED GALVANIZED
CONCRETE BEAM SCHEDULE
ADD 1#5 CORNER BAR
0 TOP & BOTT. OF BEA
PLAN DETAIL
REINFORCING
11ES OR SIIRRUPS
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'I 1"0 THRU BOLT, TYP.
NZ-1 0
HOT DIPPED GALVANIZED
CONCRETE BEAM SCHEDULE
ADD 1#5 CORNER BAR
0 TOP & BOTT. OF BEA
PLAN DETAIL
REINFORCING
11ES OR SIIRRUPS
L2 3 OR I CANT. _
WHICHEVER IS GREATER
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TOP BAR I I I TOP BAR
W
2' - (0 61
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ADD 1#5 CORNER BAR
0 TOP & BOTT. OF BEA
PLAN DETAIL
0
"C" BAR L �Vj_,L OR I L2/3
"E" BAR WHICHEVER IS GREA R
L2 3 OR I CANT. _
WHICHEVER IS GREATER
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TOP BAR I I I TOP BAR
W
2' - (0 61
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O
0
(.0
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0
ADD 1#5 CORNER BAR
0 TOP & BOTT. OF BEA
PLAN DETAIL
L7 3
"C" BAR L �Vj_,L OR I L2/3
"E" BAR WHICHEVER IS GREA R
L2 3 OR I CANT. _
WHICHEVER IS GREATER
TOP BAR I I I TOP BAR
2' - (0 61
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BOTTOM BAR
LAP 24 BAR DIA.
BOTTOM BAR
3 "X8" EXPOSED
STD. HOOKS
THRUOUT
INTERMEDIATE REINFORCING
AS SCHEDULED
SPACE INTERMEDIATE
WOOD RAFTERS
FLL
STIR U,FS AS SCHEDULED
1 1 �2 COVER ALL SIDES
REINF. NOT MORE THAN
",
0 24" O.C. SP N0.2
THE WEB WIDTH OR 12
OR BETTER.
-_
t L1 1
I L2
WHICHEVER IS SMALLER:
Q)
Q)
�Q
TOP AND BOTTOM.
90' HOOK AT ALL
TOP BARS
NOTES:
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j
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1.
WHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED 24 BAR DIA. IN MIDDLE 1/3 OF SPAN.
(0
I
2.
* - WHICHEVER IS GREATER.
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Nk
3.
BEAMS 0 THE PERIMETER OF THE STRUCTURE SHALL HAVE AT LEAST 1/6 OF THE TENSION
REINF. REQUIRED FOR NEGATIVE MOMENT AT THE SUPPORT AND 1/4 OF THE POSITIVE MOMENT
BEAM BARS
REINF. REQUIRED AT MID -SPAN MADE CONTINUOUS AROUND THE PERIMETER AND TIED WITH
Date:
11/11/1
SEE SCHEDULE
CLOSED STIRRUPS.
(TOP PLANE SHOWN)
4.
"C" BARS ARE TOP BARS AT NON - CONTINUOUS ENDS.
5.
"E" BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPORTS.
6.
TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED, SHALL BE SPLICED IN THE MIDDLE
TYPICAL
BEAM
THIRD OF THE SPAN.
2
7.
REFER TO INTERMEDIATE BEAM REINFORCING SCHEDULE FOR ADDITIONAL BARS..
s_ 1
SCALE; 3/4" =
1' -0"
BEAM STEEL PLACEMENT DIAGRAM
SCALE : N.T.S. '
N51
0
CORNER
PLAN DETAIL
N51
0