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C.6C.75.
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1'-0" V.I.F.7'-0"5'-0" V.I.F.EXIST. COL.4-#5 DOWELS EA.SIDE W/6" EPOXY EMB.15"EXIST. FTG7'-0"7'-0"3'-6"3'-6"6-#5 E.W.14"3'-0"1.SHORE BOTH SIDES OF ROOF BEAM2.TRENCH DOWN TO BOT. EXIST. FOOTING ON ALL SIDES3.DRILL DOWELS4.CONTINUE TRENCHING DOWN TO BOT OF NEW FOOTING5.PLACE DOWELS AND TOP REINFORCEMENT6.PLACE CONCRETE C 2345-
9B9
DESCRIPTION:BY:DATE:REV. NUMBER:CERTIFICATION:PR
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THESE DRAWINGS AND SPECIFICATIONS, AS
INSTRUMENTS OF SERVICE, ARE AND SHALL
REMAIN THE PROPERTY OF THE ARCHITECT
WHETHER THE PROJECT FOR WHICH THEY ARE
MADE IS EXECUTED OR NOT. THESE DRAWINGS
AND SPECIFICATIONS SHALL NOT BE USED BY ANY
PERSON OR ENTITY ON OTHER PROJECTS, FOR
ADDITIONS TO THIS PROJECT, OR COMPLETION OF
THIS PROJECT-WHEN PHASED-WITHOUT THE
WRITTEN CONSENT OF C + T, LTD. Copyright
2013
DRAWN:
CHECKED:
ISSUED
PERMIT:
DATE
12/18/2013
BID:
CAMBURAS & THEODORE
2454 E. Dempster Ste 202
Des Plaines, IL
847-298-1525
847-390-8130
www.camburasandtheodore.com
IL. FIRM DESIGN #184-003563
MAJOR A
12/18/2013
55
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2206 E. 116TH ST.
CARMEL, IN
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SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"DETAIL13