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CL COL & FTGSTEEL COL, w/B PLATE &ANCHOR BOLTS ONNON-SHRINK GROUT, SEECOLUMN NOTES NOTE:PAINT ALL STEEL EXPOSED TOGRADE (COLUMN, A.B., BASEPL) WITH COAL TAR EPOXYPAINT TO 2" BELOW FIN FLRELEV(-)0'-8" UNLESS NOTEDOTHERWISE TFE (+)0'-0"FIN FLR EL3"CLRCONCRETE FOOTING, SEEPLANS AND FOOTING NOTESFOR SIZE AND REINF 1/2" ISOLATION JOINT,TYPICALCONCRETE FLOOR SLAB SEEFOUNDATION PLAN FOR REINFEQUALEQUALREFER TO FOUNDATION PLAN POUR CONCRETE OVER BASEPLATES AND BOLTS, TYPICALFOR ALL DEPRESSEDCOLUMNS.3"CLR GRIDCL COL & FTGSTEEL COL, w/B PLATE &ANCHOR BOLTS ONNON-SHRINK GROUT, SEECOLUMN NOTES NOTE:PAINT ALL STEEL EXPOSED TOGRADE (COLUMN, A.B., BASEPL) WITH COAL TAR EPOXYPAINT TO 2" BELOW FIN FLRELEV(-)0'-8" UNLESS NOTEDOTHERWISE TFE (+)0'-0"FIN FLR EL3"CLRCONCRETE FOOTING, SEEPLANS AND FOOTING NOTESFOR SIZE AND REINF 1/2" ISOLATION JOINT,TYPICALCONCRETE FLOOR SLAB SEEFOUNDATION PLAN FOR REINFEQUALEQUALREFER TO FOUNDATION PLAN POUR CONCRETE OVER BASEPLATES AND BOLTS, TYPICALFOR ALL DEPRESSEDCOLUMNS.3"CLR GRID18'-3"8'-0"10'-3"PL 38"x312"W/34$1BOLTS EXIST.WF 516 TYP.PL 38"x312"W/34$1BOLTS (TYP.)1'-812"1112"PL 12"x8"x1'-0"51638" STIFFENER(NS/FS) (TYP.)516 NS/FSPL 38"x312"W/34$1BOLTS(TYP.)516 TYP.1112"1'-0"W16x40NEW COL.HSS 8x8x5/16 1.21.00.9W24x62NEW COL.HSS 8x8x5/16
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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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0
3
2206 E. 116TH ST.
CARMEL, IN
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GIRT ELEVATION H-5.615 GIRT ELEVATION C-0.914SCALE: 1/4" = 1'-0"DETAIL13SCALE: 1/2" = 1'-0"DETAIL12SCALE: 1/2" = 1'-0"