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THREE 45 REBAR CONT. FROM
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ONE 45 REBAR CONT. FROM
FOOTING TO TIE BEAM IN CMU
CELL FILLED WITH GROUT
AT 32 INCHES ON CENTER (TYP.)
TWO 45 REBAR CONT. FROM
FOOTING TO TIE BEAM IN CINIU
CELL FILLED WITH GROUT (TYP.)
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IN MY PROFESSIONAL, JUDGEMENT AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE
SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING
CODE AND ALL APPLICABLE CODES.
COPYRIGHT 0 2007 James Griffin, Architect
ALL RIGHTS RESERVED. THESE DRAWINGS AND THE
SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND
SHALL REMAIN THE PROPERTY OFJG. WHETHER THE
PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED
OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER
ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT
EXCEPT BY AGREEMENT IN WRITING AND WITR THE
APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS
OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT
OFJG.IS PROHIBITED.
DRAWING TITLE
PROPOSED
STRUCTURAL
PLAN
rISSUE DATE: 3116108
PROD. NO. 080311
SCALE:
ISSUE
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TE: TE: AS NOTED
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DRAWN BY: Mw
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CHECKED BY: JCGriffin
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SHEET NO.:
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