HomeMy WebLinkAboutS2.02 Reinforcing Cut Sheet Ln
w N
C)
Ln
16'-0" 18'-8 1/4"
(12)v4 AT 16" OC
(2)w2 AT TOP EACH FACE
(2)w12 AT TOP EACH FACE
(14)v4 AT 16" OC z
O
a
U
Lu
C) H
Z
Lu
(9)w2 AT 16" OC (9)w12 AT 16" OC
EACH FACE EACH FACE 0
O
(12)w6 AT 16" OC U
INSIDE FACE (14)w11 AT 16" OC Q
INSIDE FACE
g a O
+ z ,
+ + +
o CONSULTANT:
(12)w5 AT 16" OC (14)w5 AT 16" OC
INSIDE FACE (12)w3 AT 16" OC
INSIDE FACE
OUTSIDE FACE (14)w4 AT 16" OC
OUTSIDE FACE
22
• `° •
3'-0" 3'-0"(9)w1 AT 12" OC TOP (20)w AT 12" OC TOP
(9)w9 AT 12" OC TOP (22)w AT 12" OC TOP
(9)w1 AT 12" OC BOTTOM (20)w AT 12" OC BOTTOM lo
(9)w9 AT 12" OC BOTTOM (22)w AT 12" OC BOTTOM
ELEVATION C
ELEVATION D
ELEVATION C
1 SCALE: 3/4" = 1'-0" Lu
SHEET: S2.01 2 ELEVATION D V
SCALE. 3/4" = 1'-0" 0
REF SHEET: S2.01
tie
m
W
tie
= Z
w
J
U
14'-0" 19'-0" U
LuO Lu
AT TOP EACH FACE r, Z
(2)w12 AT TOP EACH FACE �
a Vl
(11)v4 AT 16" OC (14)v4 AT 16" OC
Ln
N
(n N Ol �••� z a
Lu
(n M V V qa z
N
= o °O o V '�Q o5�
=) m Zkk N �Lij ycy two
9 w7 AT 16" OC 9 w12 AT 16" OC o z H � z o
Lu
EACH FACE EACH FACE _ m Q a o
Z
(14)wii AT 16" OC BILL OF MATERIALS
N (11)w6 AT 16" OC _ 00 - ai
N ; INSIDE FACE 00
-
INSIDE FACE u,
� Bar No. Size Length Shape
h 96 #5 24'-8" cr
+ 2
+ + + h1 70 #7 24'-5" a
0 o h2 112 #9 24'-5"
h3 84 #5 9'-01,
(11)w5 AT 16" OC (14)w5 AT 16" OC 0
INSIDE FACE INSIDE FACE t 72 #4 4'-2"
(11)w10 AT 16 OC (14)w13 AT 16" OC
OUTSIDE FACE OUTSIDE FACE t1 116 #5 7'-3" era
t2 232 #6 14'-6" J,
t3 232 #6 8'-7" r in
• • t4 116 #6 8'-0" G
• • t5 44 #7 36'-0"
t6 116 #7 9'-8" 0
T-0" (9)w8 AT 12" OC TOP (19)w AT 12" OC TOP T-0" (9)w9 AT 12" OC TOP (22)w AT 12" OC TOP t7 48 #5 32'-0"
vt 4 #5 24'-8" PROFESSIONAL SEAL
(9)w8 AT 12" OC BOTTOM (19)w AT 12" OC BOTTOM (9)w9 AT 12" OC BOTTOM (22)w AT 12" OC BOTTOM
v2 28 #4 24'-8"
SS\ONAL FN
ELEVATION E ELEVATION F v3 144 #5 10'-4" �ot��. \cENSF�
v4 75 #4 4'-81/2" n y
w 166 #7 8'-6" 2214
w1 18 #5 20'-4" lZ
w2 20 #5 15'-9" � 9�TE OF��P�y 10�5
3 ELEVATION E 4 ELEVATION F w3 11 #$ 1s'-1" �3�
SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" o
REF SHEET: S2.01 REF SHEET: S2.01 w4 14 #8 17'-0"
w5 51 #5 12'-3" REVISION: DATE:
w6 23 #5 12'-2" 1 2025-01-10
w7 20 #7 13'-9" DRAWN BY: CHECKED BY:
w8 18 #5 17-11" SD BDC
w9 36 #5 22'-6" DESIGNED BY: JOB NUMBER:
w10 11 #8 18'-2" BAC A24-170
w11 28 #5 11'-3"
w12 40 #5 18'-5" REINFORCING CUT
w13 14 #8 17'-4" SHEET
z 84 #4 4'-2"
z1 40 #5 5'-2"
CONCRETE STRUCTURES CU. YD. 277.9 1
REINFORCEMENT BARS, POUND 46,226 .
EPDXY COATED