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A- <br />e <br />I <br />INDICATES 1- ro VERT. REBAR <br />IN MASONRY CELL FILLED <br />50LID IN CONCRETE. <br />PERT. REIN. SHALL BE HOOKED <br />INTO BEAM ABOVE s FTG. BELOW <br />PROVIDE 25' MIN. LAP WHEN <br />SPLICED t WIRE TOGETHER <br />1' <br />31 <br />■ `r91 <br />— <br />Nk 17 GAFM II <br />-_lJI I <br />(21-31 <br />II <br />8` THICKENED EDGE <br />a FOR SHOWER RECESS A/C CHASE <br />3 ■ 0: 5 ONL UNDER 5LA13 ' <br />ELEVATIONlu <br />oT cn <br />0 3'_g� t'-�' \� l3'-1' <br />■ I � / II II <br />El <br />V-01 <br />T-V <br />■ co ■ ■ ao L ■ <br />WH. I ■ <br />NOTE: <br />W.H. ON I PROVIDE GAS DROPS <br />F_ <br />24'x24'x1S' H. (F REQUIRED)FOR ALL <br />/ 4' P.Y.C. PLATFORM ABY. I GAS APPLIANCES. <br />UNDER SLAB I (VERIFY LOCATION OF <br />ALL GA5 APPLIANCES ON <br />FLOOR K P_ r ON I ANY CON5AN PRIOR TO TRUGTI <br />S1 u e I <br />w I <br />lk PITCH <br />IIS'IFT. � I 3/4' C.J. <br />I I <br />r A <br />UI p <br />g1 <br />M <br />I II <br />G <br />i I <br />■ L��� LAY. LAv <br />I i/2' RECESS / — — _ 74 U— — = — r <br />oar. oar o_,� L <br />FOR FR DR \ �' � C�I DRr� II <br />■ n E--�f L-- L- <br />- — — <br />■ ■ ■ ELEVATION AT 0'-0' (A6akW)2X— <br />n ■ I \ �� 31/2' MIN. (4' NOMINAL) 2%0 OR 3000 R5.1. <br />2 -'S5 DIAGONAL <br />AT ALL INTERIOR _;' CONCRETE SLAB ON GRADE W/ PROVIDE CONDUIT \ <br />1 6x(6 W1.4414 MESH OR FIBER _ \\ <br />31-0' SLAB CORNERS IN SLAB FOR 9 <br />MESH OVER 6 MIL VAPOR +� <br />(TYPICAL) BARRIER ON CLEAN, WELL - 15LAND ELECTRIC_ <br />COMPACTED, TERMITE TREATED, <br />M GRANULAR FILL. I I 1 <br />1 I I III I� <br />II III PROVIDE COPPER <br />— JI i LINE FOR ICE MAILER <br />34' G.i. Q -' <br />PITCH <br />1/S' / FT. <br />L_ <br />— <br />ALL WORK SHALL COMPLY WITH ALL . <br />PREVAILING CODES, FLORIDA BUILDIT J <br />CODE, NATIONAL ELECTRIC CODE AND <br />CITY OF ZEPHYRHII. LS ORDINANCES <br />REMEWED <br />IJUN 16 2005 <br />• <br />1 <br />sw <br />DJIL W/ DISP <br />■ ■ ■ ■ -1 8' C.M.U. WALL ABY <br />5'-2' I. 34' <br />53'-8' <br />FOUNDATION PLAN <br />SCALE: 1/4' =1'-0' <br />ENGINEERED PLANS <br />ON FILE <br />LJ <br />■ <br />T <br />H <br />FILL CELL W/MASONRY MIX TO <br />COVER PIPE. (APPROX. 3 COURSES) <br />NO PERT. REBAR REQUIRED <br />FOUNDATION NOTES: <br />1. SEE SHEET SNI 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 />❑ SAMUEL A c4mEN5Ewa, Prz. "34245 <br />❑ THUY N. NUYNH, P.E. 060122 <br />❑ IRIIJIN J. SENSON, P.E. *49158 <br />LATEST DATE = <br />IN PROCESS <br />REVISION DATE _ <br />DESCRIPTION ' <br />06/2'1/03 <br />MIN O. *15"71 <br />OIT/20/04 <br />O FOOTING SCHEDULE O <br />MK • <br />51m <br />REINFORCINrs <br />DEPTH <br />FI <br />2'-0'x2'-0' <br />(1) S m 6' O.G. EACH WAY <br />12, DEEP <br />F2 <br />3'-0'x3'-0' <br />(1) 45 * 6' O.C. EACH WAY <br />16, 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 />TO THE HEST OF THE ENGINEER'S 104OWLEDGE 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 />THUS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE <br />DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWMCa ONLY. <br />im <br />VU <br />J <br />avis I <br />FAX 815-POWA oo <br />408 MLNM AYE FAST, OI W FL 30 <br />Z <br />0003 <br />w <br />w <br />ul, <br />u, <br />LL, <br />r <br />r <br />m <br />d' <br />N <br />0 <br />10 <br />th <br />d' <br />10 <br />J <br />N <br />V <br />J <br />a <br />U <br />JW <br />Q <br />W <br />(r <br />v <br />Z <br />C <br />Q <br />W <br />U <br />W <br />V <br />O1�- <br />Q <br />DATE <br />10-24-02 <br />SCALE : <br />AS NOTED <br />DRAWN 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 />