09-836-035CONCRETE COLUMN
SCHEDULE
MAW,
SIZE
PERT. REW.
TIES
REMARKS
TG
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TC-2
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TYPE A
TYPE
TYPE A
Tc-3
251 TO 361
4S
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TYPE A
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1
tP TO 24'
NOW
NONE
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NOW
251 TO 361
2 5 EA, FACE
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2 45 EA, FACE
2 % EA. FACE
31' TO 54'
MAW. - DESCFJFnCN
1P A
3 5 EA. FACE
3 % EA, FACE
55' 4 OVER
04 020* EA, FACE
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21 CL
0-25 L 030 L
BEAM DEPT14
f'-E- BARS
cl,
BE" 15, TO W
OVER Is,
1
tP TO 24'
NOW
NONE
NONE
NOW
251 TO 361
2 5 EA, FACE
2 04 EA, FACE
2 45 EA, FACE
2 % EA. FACE
31' TO 54'
2 04 EA, FACE
2 5 EA, FACE
3 5 EA. FACE
3 % EA, FACE
55' 4 OVER
04 020* EA, FACE
S *W EA FACE
45
FACE
MIN.
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ALL REINF. STEEL IN SAME
Mill 11111
6' N. • MIN. 6' MIN.
C14
STIRRUP SPACING AS
SCHEDULED.
LAYER UNLESS OTHERWISE
NOTED. FIRST STIRRUP SPACED
FROM FACE OF SUPPORT.
LI L2
NOTES:
L V INDICATES T1 4E LAWjER OF ADJACENT SPANS.
2 WHERE BOTTOM 5ARS ARE INDICATED AS CZNTMM
WITH ADJACENT SPANS, SPLICES, W43M NEEDED, SHALL
BE MADE IN nE DO 113 OF SPAN WITH 24 DI,& LAP.
TYPICAL SEAM REINF. PLACING DIAGRAM
SCALE: N.T.
10'-01 MAX \_ 2X4 COW. LAMM WACM
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1
tP TO 24'
NOW
NONE
NONE
NOW
251 TO 361
2 5 EA, FACE
2 04 EA, FACE
2 45 EA, FACE
2 % EA. FACE
31' TO 54'
2 04 EA, FACE
2 5 EA, FACE
3 5 EA. FACE
3 % EA, FACE
55' 4 OVER
04 020* EA, FACE
S *W EA FACE
45
FACE
6' N. • MIN. 6' MIN.
C14
STIRRUP SPACING AS
SCHEDULED.
LAYER UNLESS OTHERWISE
NOTED. FIRST STIRRUP SPACED
FROM FACE OF SUPPORT.
LI L2
NOTES:
L V INDICATES T1 4E LAWjER OF ADJACENT SPANS.
2 WHERE BOTTOM 5ARS ARE INDICATED AS CZNTMM
WITH ADJACENT SPANS, SPLICES, W43M NEEDED, SHALL
BE MADE IN nE DO 113 OF SPAN WITH 24 DI,& LAP.
TYPICAL SEAM REINF. PLACING DIAGRAM
SCALE: N.T.
10'-01 MAX \_ 2X4 COW. LAMM WACM
.WOOD TRLIE-'�6 PERMANENT 5FRACING DETAIL-
TOP OF FM. FLOOR (SEE ARCH'L FOR ELEV-)
C4PNC, SLAB (SEE PLAN)
FEW
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TYPICAL WALL DETAIL
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ILA-VIZZ41 01.
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TOP • 501TOM CHM •
WOOD TFaJSWS AT I&-& MAXKH
2-*d NAILS AT EAC34 SPACM AND AS FECIARED FER
2101
(OVERAP AT SPLM)
5RACING 5FLICE DETAIL
DOOR AND WINDOW
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