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<br />LA TEST DATE: IN PROCESS DESCRIPTION :
<br />REVISION DATE :
<br />12-20-02
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<br />PREVAILiNG CODES, FLORlDA BUlLDn':G fA\ i
<br />CODE, NATIONAL ELECTRlC CODE AND ~ ! I
<br />CtTY OF lEPHYRHILLS ORDIN^"~CES i 4'. II
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<br />MAY 2 72005
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<br />SAW CUT CRACK CONTROL
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<br />CONCRETE
<br />S<:( GENERAL NOTES
<br />AND MIX REQUIREMENTS
<br />FOR PLACEMENT.
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<br />NOTE:
<br />REFER TO ELEvATION5
<br />FOR TYPE ~ COLUMNS
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<br />TO ENOURE PROPER
<br />FOUNDATION REINFORCEMENT
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<br />
<br />DATE :
<br />8/1111/97
<br />SCALE :
<br />AS NOTED
<br />DRAWN BY :
<br />[8~!L!L VANCE
<br />AUTOCAD FILE NAME
<br />11827
<br />ENGINEER OF RECORD :
<br />DANSCO
<br />ENGINEERING. P.A.
<br />SHEET DESCRIPllON :
<br />f'OUNDA TION
<br />PLAN
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<br />f'OUND~ l~ON Pl~N
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<br />ENGINEERED PLANS
<br />ON FILE
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<br />
<br />Samuel A. Greenberg
<br />FL. REG. 34245
<br />
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<br />
<br />TO 111E BEST OF 111E ENGINEER'S KNOWLEDGE AND BELIEF, 111E
<br />STRUCllJRAL PLANS AND SPECIFlCA 110NS COMPLY Wl111 111E
<br />STANDARD BUILDING CODE. SEC110N 1606 FOR 110 MPH WIND
<br />ZONE (1997 EDIllON),
<br />
<br />1111S DRAWING AND DESIGN IS VALID FOR 12 MON111S AFITR 111E
<br />DA IT IT IS SIGNED AND SEALED.
<br />
<br />SIGNED AND SEALED FOR 111E STRUCllJRAL POR110N OF 1111S
<br />DRAWING ONLY.
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<br />MAY 12 2005
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