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I 1 11 Lill - 111 _1_1 1' 1_ <br />ALL WORK SHALL COMPLY WITH ALL <br />PREVAILING CODES, FLORIDA BUILDINri <br />CODE, NATIONAL ELECTRIC CODE AND <br />a CITY OF ZF.PHYRIIILLS ORDINANCES <br />REVIEWED <br />JUN 16 Z005 <br />FOUNDATION PLAN <br />ENGINEERED PLANS <br />ON FILE <br />FILL CELL W/M,4$ONRY MIX TO <br />COVER FIFE. (AFFROX. 3 COURSES) <br />NO VERT. REBAR REQUIRED <br />FOUNDATION NOTES: <br />I. SEE SHEET SN1 FOR TERMITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL BE PERFORMED <br />AND A COPY OF THE SURVEY SHALL BE ON THE <br />SITE FOR THE BUILDING INSPECTORS USE. OR, ALL <br />PROPERTY MARKERS SHALL BE EXPOSED AND A <br />STRING STRECTCHED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED SETBACKS. <br />LATEST DATE <br />IN PROCESS <br />REVISION DATE <br />DESCRIPTION <br />06/2'1/03 <br />0-I/20/04 <br />E.Ko. *13'i11 <br />O FOOTINCc 5C;HEDULE O <br />MIe- • <br />SIZE <br />REINROR IWI <br />DEPTw <br />FI <br />2'-O'x2'-O' <br />(1) 5 • 6' O.G. EACH WAY <br />12, DEEP <br />F2 <br />3'-0'x3'-0' <br />(1) 5 • 6' O.G. EACH WAY <br />W DEEP <br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT <br />RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL <br />NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES <br />PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR <br />ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE <br />ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF <br />ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN <br />COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER <br />PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT <br />BE HELD RESPONSIBLE. <br />►� i <br />m <br />0 <br />X <br />Q <br />o (� <br />m � <br />v <br />l'� <br />z <br />1s <br />oOo� <br />40 <br />� <br />0� <br />d; <br />4 <br />@ <br />1 <br />rL CL <br />N <br />0 <br />m <br />a) <br />ad <br />p <br />r <br />0 <br />N <br />t0 <br />It <br />10 <br />J <br />N <br />J <br />a <br />} <br />m <br />UJ <br />W <br />Q <br />WZ <br />pKu <br />© <br />U <br />V <br />O0 <br />Q <br />DATE <br />10-24-02 <br />SCALE , <br />AS NOTED <br />DRAM BY <br />MT <br />AUTOCAD FILE NAME <br />1991 <br />ENSINEER OF RECORD <br />DANSCO <br />ENGINEERING, P.A. <br />SHEET DESCRIPTION <br />FOUNDATION PLAN <br />❑ SAMUEL A. GREENBEWa, P.E. 034245 <br />❑ THUY H. HUYNI4, PE. %0122 <br />❑ IRWIN J. SENSON, P.E. 049i58 <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />GUST WIND ZONE (2001 EDITION). <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br />