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FOOTING 5CPEDULE � <br />0 i <br />t-1K.41 <br />SIZE <br />REINFORCING <br />DEPTH <br />I,U/ (1) a 6' O.C_ EA WAY <br />12' DEEP <br />1=2 <br />2'-6"x2'-&' <br />Y <br />LU/ (1) S 0 6' EA WAY <br />I&" DEEP <br />Sr—,4L.1 1/4` - 1'-0' <br />ALL WORK SHALL COMPLY WITH ALL <br />PREVAILING CODES,ELECTRIC C®DEAN �r <br />CODE, NATIONAL <br />CITY OF ZEPHYRHILLS ORDINANCES <br />REMEWED <br />AN 162005 <br />&4r <br />a� <br />es <br />� f <br />4 <br />cs <br />- �- -1 1-H - �- - - - <br />4W <br />Off, '"C"p'W <br />S <br />a <br />I <br />38'-S- <br />101-OII 201-aII <br />FILL CELL W/MASONRY MIX TO <br />COVER PIPE. (APPROX. 3 COURraES) V-O SQ. <br />NO VERT. REDAR IRE( WIRE A AfC AD <br />51 <br />c�1 _3 _ <br />►I.t3. <br />• • i • p i '"'' • <br />f� <br />ELEVATION <br />t-) 0'-4' OL EL1vVATION AT 0'-0` (ASSUMED) j <br />3 1/2- MR (4- NOMINAL) ,� <br />CONC, SLAB ON CsRADE / lt°1DICAIN �T EVERT. R1LL D <br />11-64 4" M 4' -4" W/ 6x6 W€AxW1.4 ME514 IN TOP SOLID W/ CONORETE. <br />FER MESH CONE R 4- � VERT. REIN -SHALL ME HOOKED <br />INTO SEAM ABOVE 4 f=TCs. MLaU <br />• • RECESS FOR SAD' i • 8, OVER 6 MIL. VAPOR BARRIER PROVIDE 25MIN. LAP WI -ERR- <br />-- — — --� -- -- ON CLEAN, WELL -COMPACTED, ,/� SPLICED 4 WIRE TOCsE'I'HER <br />TERMITE TREATED, GRANULAR <br />FILL- <br />Slr'l. <br />W/o 604psm sp1 <br />0244ECTOR 4 v <br />m` A1404OR <br />, X-TNtLTI <br />-CF NAILSAL <br />3/4` A is 12' Or— g �>a FROM <br />COTROL - BOTTOM PLATE TO CONCRETE <br />JOINT <br />4' 3- <br />�o slMfmsoN sPi �i OTROL. 1 <br />_ Ii]1L „ CONNECTOR t tW / <br />ISLANp L ,r.�. J #-€ sus SOLTStt_rt � �� JOINT <br />/ SSG X-tom NAIL$ OR EQUAL. <br />* 12' O.G STD PR0M <br />i 2 -'S'8 DIArsONAI I t►�crTIOM PLATE TO COHc�TE — 3/4 <br />AT ALL IWMOR — <br />SLAB y lTlTl/TT/7T/TilTllTil7%Tl// /i v.' COT#ROL <br />I11T11' ZL/I1/.aT�1 <br />(TYPICAL)JOINT <br />FJ&ATK)N <br />PRGVII7E COPPER 8 x 16 fTCx (-)@'-3 U1' //"71T1 , , <br />.r LIME FOR ICE MAKER UX (2) (U 45 Coe. <br />yy «t <br />— Tus <br />x W.C. <br />PAVERS / 2x6 ' 2x6 i <br />i1 EEL EVATION a X a 16 S <br />Mk <br />! CONC. LK. ` - <br />-) <br />ELEVATION <br />C-) W-4° Sa X a BL ' <br />u <br />OTRU" �R AND <br />, <br />RooF 114jo3E$ ASOVF— a a I <br />F1 SIMILAR <br />FT— SIMILAR <br />(I <br />5 SIMILAR 10'-I1-0 <br />201 A 4 tl <br />I <br />JAscfts Fm &D. 7 <br />s1 <br />OPTIONAL 4'-0" GARAGE EXTEN61ON <br />2'-10' <br />M.o, <br />SCALE: 1/4' = F-0" <br />�I -,. � :�IL. JI I LVI dd l.l __I id 11.III L;16.; ail Nt 1�kYJh7 -liL➢1 II I9111E1&b.l�1 �11�S�I Ikl;ali.�.l9 III.. : zi i I, I I <br />1 <br />, <br />�r <br />ip <br />a m <br />�X� <br />>ui <br />-jK <br />OW <br />—24 <br />FOUNDATION NOTES: <br />1. SEE SHEET SNi FOR TERMITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL 5E PERFORMED <br />AND A COPY Or- THE SURVEY SHALL BE ON THE <br />SITE FOR THE 5UILDING INSPECTORS USE. OR, ALL <br />PROPERTY MARKERS SHALL SE EXPOSED AND A <br />STRING: STRECTCHEiD FROM MARKER To MARKER <br />TO VERFY REQUIRED 5ET5ACK5.' <br />❑ 5AMUEL A. GREENBERG, P.E. *54245 <br />El THUY H. HUYNH, P.E. 060122 <br />u [WIN J. SENSON, PE. 104E-158 <br />❑ ALI AeeA5 HAKIM, P.E. S6"f86 <br />TO M BEST OF TIE IIV WEM MW1.Iw GE 40 BELIEF, M <br />MIU� Zk RAO AND MSCATIONS C01ILY UTH T4E <br />1LOREM BUIL04 CME, ACT 04 Ilbm FOR Do I• N, 3 SI <br />"T, EXPf?&IFE V WND Wif (2001 EDITION) <br />TINS DRAW: AND DE60I 16 VALID FOR 12 haO46 AFTER M <br />DATE 16 SICK 40 M4M. <br />6610 AND 61=AM FOR Tip SM CPAX PM04 OF TI.4 6 <br />DRAW66 OLY. <br />01 <br />9 �+ <br />a <br />io <br />AIt <br />N <br />OL <br />6� <br />c h <br />c� <br />F <br />� <br />c <br />to <br />V <br />^ <br />`1 ' <br />r <br />K <br />z <br />pp <br />p� <br />C yap46 <br />x 9 <br />4 <br />ad <br />aa� <br />I� <br />e <br />z, <br />F <br />G <br />a� <br />a�aa <br />@OI: <br />DATE <br />SCALE <br />AS NOTF—D <br />DRAWN BY <br />tBRLL VAN(DE <br />AUTOCAD FILE NAME <br />1771 <br />ENGINEER OF RECORD <br />ENGIINEERgN , �.we <br />SHEET DESC'RIPiiON <br />FOUNDATOON <br />PLAN <br />