HomeMy WebLinkAboutS2.01 Reinforcing Cut Sheet Ln
w N
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Ln
55-9 1/4"
lo
55-9 1/4 (58)t1 AT 12" OC TOP 4
S2.01
z
6 O
52.01
(58)t1 AT 12" OC TOP
(34)h AT 18" OC TOP (n
v7
w
J (34)h3 AT 18" OC TOP (58)t2 AT 6" OC OUTSIDE FACE 0 cn
4 (50)h AT 12" OC BOTTOMLu
- z
S2.01 (50)h3 AT 12" OC BOTTOM 0
O
(4)h AT 6" OC TOP (4)h AT 6" OC TOP 4'-0" MIN. (12)t7 AT 18" OC OUTSIDE FACE U
(7)h1 AT 3" OC BOTTOM (7)h1 AT 3" OC BOTTOM (58)t4 AT 12" OC INSIDE FACE SPLICE (12)t7 AT 18" OC INSIDE FACE
NOTE: 2
T-0" MIN STAGGER LAP 0 Q
2 SPLICES BY T-0" S2.oi N
S2.01
PER 1/S1.02 (36)t AT 18 OC TOP z
(112)h2 AT 6" BOTTOM '—'
(58)t3 AT 12" OC INSIDE FACE (58)t3 AT 12" OC OUTSIDE FACE
9 (56)h1 AT 18" OC TOP 4 CONSULTANT:
9
(36)t AT 18" OC TOP 'SF� � sz.o1
(4)t5 AT TOP
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---------
----- -- �
(18)t5 AT 12" OC BOTTOM
S2.01 55-9 1/2" sip? SPLICE IN. (
58)t6 AT 12" OC
BOTTOM
(58)t1 AT 12 OC TOP
ELEVATION A
5 ELEVATION A
s2.o1
s�1 PLAN VIEW SCALE: 3/4" = 1'-0"
REF SHEET: S2.01
55-9 1/4"
io
PLAN VIEW ---------------------- W
SCALE: 1/8" = V-0"
tie
F�1
(58)t1 AT 12" OC TOP m
(58)t2 AT 6" OC OUTSIDE FACE Wui
t = T-0" �o Q
t2 = 8'-0" o0
t3 = 6'-0" tie
(26)v4 AT 12" OC v3 = T-9" (12)t7 AT 18" OC OUTSIDE FACE F-
w3 = 13'-5" 4'-0" MIN. (12)t7 AT 18" OC INSIDE FACE = w
w4 = 12'-6" 2'-0" (58)t4 AT 12" OC INSIDE FACE SPLICE U
w5 = 7-0"
v1 EACH FACE w10 = 13'-8" U
TOP w13 = 12'-10" .�� z
LOU 0
• •
(58)t3 AT 12" OC INSIDE FACE (58)t3 AT 12" OC OUTSIDE FACE 0
(7)v2 AT 12" OC _ - - i�
EACH FACE "D ^ � � � � � o
N CV N O
N II II II II o MLn
N
a-+ 41 4M > w d
(36)v3 AT 12 OC ^ J
tO (4)t5 AT TOP w , o^
EACH FACE (18)t5 AT 12" OC BOTTOM N '-' oo 2)
BAR t,t2, t3, v3, w3, w4, w5, w10, w13 BAR t1
= o oV '�
7-10" MIN. (58)t6 AT 12" OC o cy z w Ln z F D Z
8.5 2
SPLICE BOTTOM Q r, - O o
y 7\Z'1° ELEVATION B = Ln
m Q a g o
off" `L� Z 2:
z
ELEVATION B BILL OF MATERIALS
+ a SCALE: 3/4" = 1'-0" Bar No. Size Length Shape
7'-6" REF SHEET: S2.01cr
h 96 #5 24'-8"
h1 70 #7 24'-5" a
BAR t5 BAR v4 BAR z, z1 h2 112 #9 24'-5"
(36)t AT 18" OC TOP h3 84 #5 9'-01,
0
3 REBAR SHAPES t 72 #4 4'-2"
(4)h AT 6" OC TOP °7
SCALE: NTS ti 116 #5 7'-3" J
t2 232 #6 14'-6" r a
t3 232 #6 8'-7" r �
(5)z1 AT 18" OC AT t4 116 #6 8'-0"
EA CORNER
t5 44 #7 36'-0"
1° J t6 116 #7 9'-8" m
U
t7 48 #5 32'-0"
(7)z AT 18" OC AT ,, PROFESSIONAL SEAL
EACH CORNER ,,�� v1 4 #5 24'-8"
v2 28 #4 24'-8" -c jNAL FN
v3 144 #5 10'-4" ����' �cENSFo
WALL
LL • v4 75 #4 4'-8 1/2" n
(7)h1 AT 3" OC BOTTOM
�6 w 166 #7 8'-6" 2214
SECTION A-A �',o • w1 18 #5 20'-4" J'I9T�OF\OPT° 5
w2 20 #5 15'-9" ��FT T C AR �3llol
w3 11 #8 18'-1" 0�
SECTION A-A
2 w5 51 #5 12'-3" � REVISION: DATE:
SCALE: NTS
REF SHEET: S2.01 w6 23 #5 12'-2" 1 2025-01-10
w7 20 #7 13'-9" DRAWN BY: CHECKED BY:
BARREL WALL w8 18 #5 17'-11" SD BDC
BELOW w9 36 #5 22'-6" DESIGNED BY: JOB NUMBER:
w10 11 #8 18'-2" BAC A24-170
AT BARREL WALL AT HEADWALL w11 28 #5 11'-3" REINFORCING CUT
w12 40 #5 18'-5"
SHEET
w13 14 #8 17-4" r-
DETAIL A DETAIL 1 z 84 #4 4'-2"
4 SCALE: 3/4" = 1'-0" zi 40 #5 5'-2"
REF SHEET: S2.01 CONCRETE STRUCTURES CU. YD. 277.9 1
REINFORCEMENT BARS, POUND 46,226 2 1
EPDXY COATED