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SEE FOUNDATION PLAN FOR
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4° CONCRETE SLAB WITH "NYCON" ADDMIXTURE
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No.S REWF. BARS AT 8"
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DETAIL "E" COLUMN FOOTING (PLAN)
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SEE FOUNDATION PLAN FOR
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I �" � No.S RBNE BARS AT 8" ACHWAY� ALL FOOTINGS TO BEAR
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No.S REWE BARS AT 8" EA HWAY J ALL FOOTINGS TO BEAR
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DEfAIL SECTION "G' COLUMN FOOTING
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No.5 REWF. BARS AT 8"
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No.S REWE BARS AT 8° EA HWAY ALL FOOTINGS TO BEAR
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SEE FOUNDATION PLAN FOR �
FlNISH FLOOR ELEVATION �
4° CONCRETE SLAB WITH "NYCON" AD�MIXTUftE �
ON 6 MIL VAPOR BARRIER OVER 4" COMPACTED
GRANULAR FILL
fin. fl. elev.= 901.50 � �
ALL FOOTINGS TO BEAR
ON COMPACTED OR
UNDISTURBED SOILS
_ 5,_�,�x 5�_���59 _� -
DETNL SECTION "8' COLUMN FOOTING `1�SATILE
SCALE 1�2"= 1'-0"
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1/7' EXPANSION JOINT (TYPICAL
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24"sq. PIER FILLED WITH
4000psi CONCRETE (TYPICAL)
SEE FOUNDATION PLAN FOR
FlNISH FLOOR ELEVATION
4" CONCRETE SLAB WITH "NYCON" ADDMIXTURE
ON 6 MIL VAPOR BARRIER OVER 4' COMPACTED
GRANULAR RLL
(a) #s REenRs
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NoS REINF. BARS AT
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CONSTRUCTION
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No.S REWF. BARS (VER7ICAL)
AT 6'-0° C—Q FILL CORES
WITH 4,OOOpsi GROUT OR
CONCRETE
(i) couRSE oF a" sMOOrH
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WIDTH TRU55 TYPE HORIZ. REINF.
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WIDTH TRUSS TYPE HORIZ. REINF.
AT 16° C—C (TYPICAL�
ALL FOOTINGS TO BEAR
ON COMPACTED OR
UNDISTURBED SOILS
5-0'k 5
DEfAIL SECTION "C" COLUMN FOOTING
SCALE: 1/2"= 1'-0"'
1�2' EXPANSION JOINT (TYPICAL
AROUND STEEL COWMN�
5� 24"dia. SONOTUBE FILLED WITH
4000psi CONCRETE (TYPICAL)
SEE FOUNDATION PLAN FOR
FlNISH FLOOR ELEVATION
4" CONCRETE SLAB WITH "NYCON" A�DMIXTURE
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DETAIL "D" COLUMN FOOTING (PLAN)
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(4) #5 REBARS
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No.5 REINE BARS AT 8
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Job No.: Date Stamped:
z 13039 02/18/14
�? � 1"x 16" LONG THREADED ANCHOR BOLT Drawn By Checked ey Scale:
lo (LOCATION AND SIZE TO BE VERIFIED -
� ON STEEL SUPPLIERS ANCHOR BOLT caw tab �/Y'= 1'-0"
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IH I CAD RLE:
m GV13039\s120 toundoCian detoils.dwg
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4000psi GROUT UNDER �i _* N0. *_
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ALL FOOTWGS TO BEAR
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UNDISTURBED SOILS
5'-0"x 5'-0"sq. I
i
DETAIL SECTION 'D� COLUMN FOOTING
SCALE: 1�2"= 1'-0"
CERTIFIED BY:
THIS DRAWING IS THE PROPERTY OF
VERSATILE CoNSTRUCTION GROUP LLc
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREIN.
r nne.
S120