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EXISTIM
wuvm
k
EXISTING S'
CM WALL
NEW Cl2
(2) 3/4'0 THRIt BOLTS
e lb' O.C.
(S' O .C. OVER SUPPORTS)
1 I 50ALE: 1 I/2" = 1' -O"
4.5 � 3 O2 1.3 O1
P1CW ILI�7 :�
EXISTNG 12K JOIST
NEW 12K5
EXISTMG 12K JOIST
NOTE:
2' OF NORMAL WE ICzWT CONCRETE ON 2 vL 1
20 CxA. COMPOSIT FLOOR D CK. REINFORCE WITH
6x6 W1.4xWI.4 WIRE FA5RIC
(TOTAL FLOOR THICKNESS I 4')
. wlwi \l V/�IVlliw
NOTE:
INSTALL HORIZONTAL 5RIDGING ON NEW
JOISTS AS REQUIRED 5Y MANUFACTURER
FRAMING PLAN
SCALE: 1/4' = V -0'
(2) CI240.1
I
�V-4'L I PER ARCH.
MKI DRAWMGS
GROUT ALL EXISTING
CORES SOLID
ALL EXISTING
SOLID
No.
* ' AR19500143
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P E T E R S 0 N
ARCHITECTURE
984 Logan Street Suite 10 Noblesville, IN 48080 USA
t e 1. 3 1 7 7 7 0 9 7 1 4
f a x. 3 1 7 7 7 0 9 7 1 8
email stvdiotpeteraosareh1tecture.com
WATTINGLY
CORPORATION
10150 LANTERN ROAD, SUITE 100
FISHERS, INDIANA 46038
317 - 577 -9688
CON6TRt1CTION DRAWINGS
FE5URARY n, 2002
I
REVISIONS:
AREVISION A
QDARE LION
A3
REVISION
N
REVISION
4 DATE
REVISION
5 DATE
PLOT DATE: NA
DRAWN BY:
CHECKED BY: D PETERSON
PROJECT NUMBER: 02 -0086
FRAMING
PLAN
S101
THESE DRAWINGS ARE GIVEN IN CONFIDENCE
AND SHALL BE U5ED ONLY IN PUReJANT TO THE
AGREEMENT WITH
PETERSON ARCHITECTURE, P.C.
NO OTHER USE OR DUPLICATION MAY BE MADE
WITHOUT THE PRIOR WRITTEN CONSENT OF
ft -MRSON ARCHITECTURE, P.C.
ALL OTHER COPYRIGHT AND COMMON LAW
RIGHTS ARE HEFEBY 5PECIFICALLY RESERVED.