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LATEST DATE IN PROCESS <br />REVISION DATE DESCRIPTION <br />09/24/03 <br />I <br />cc com .m <br />ECl <br />mom <br />23'-4' 15'-4' 16' <br />'-4 3'-10' 5'-2" 3'-0' 5'-4' 4'-8' 15'-8' 12' <br />3'-0" x 3'-0" <br />CONIC. A/C PAD FILL CELL U/MASONRY MIX TO S1 <br />A COVER PIPE. (APPROX. 3 COURSES) <br />00 <br />I <br />0i <br />Lo <br />O <br />FOOTING SCHEDULE <br />MC • <br />SIZE <br />REINPORCINCs <br />DEPTH <br />PI <br />21-01x2'-V' <br />(1) �5 6' O.C. EACH WAY <br />12' DEEP <br />F2 <br />2'-&'x2'-fo' <br />(1J S i W OZ. EACH WAY <br />ib' DEEP <br />FOUNDATION NOTES: <br />1. SEE S1-IEET SNI FOR TERMITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL BE PERFORMED <br />AND A COPY OF THE SURVEY SMALL 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 />FOUNDATION PLUM = ING PLAN <br />1/4" = 1'-O" <br />el <br />S1 NO VERT. REBAR REQUIREO <br />• HB <br />(L1 <br />HB of / \ <br />■ I \\ ELEV. =1w <br />0 10 L <br />' V) \ S1 OD <br />\\ 8 THICKENED SLAB I 11 <br />W/ (1) 5 CON? M ELEV. <br />`\ -O'-4„ <br />■ \1 3'-2" S1 8'-10' r-4� 3/- <br />6 -0 3'-3' <br />■ <br />\ \ 2 - 5'S DIAGONAL \ o <br />\ \ 30' Mil <br />`\ AT ALL INTERIOR 1 <br />SLAB Col;�RS <br />■ \� \ (TYPICAL) I ■ <br />i <br />OIL ELEV. <br />I <br />1 <br />\t U( <br />I I <br />-- -- -- -- ---3/4'Ci. �- ■ <br />22'-8" \ \ 17'-31' <br />I <br />{ S1 <br />\O I s <br />\\ OD <br />d" <br />\ \ co <br />\ \ CO <br />� <br />I <br />0 <br />10'-81„ <br />12' 4'-1' <br />3'-11' 12' <br />+ <br />O <br />;' <br />u+ <br />I <br />ao <br />\ \ <br />�- 34'C�.- <br />— <br />-- <br />■ <br />■ <br />o <br />I <br />O <br />�n <br />F1 <br />I <br />K <br />o <br />ELEV. <br />S1 <br />00 <br />I <br />-0'- 4C'l <br />co <br />I <br />I <br />■ <br />'' <br />F1 <br />o <br />w <br />0 ( oO <br />q <br />i <br />I <br />>< <br />S1 <br />RICK P <br />WERS <br />S�1J <br />�O <br />I <br />X - <br />c <br />�qm <br />■ <br />' <br />I <br />N <br />VI <br />■ ■ <br />■ <br />1 <br />w <br />S1 <br />■ <br />■ <br />I <br />w <br />3'-1` I. 5'-2' <br />10'-0" <br />■ HB <br />I <br />o I I J o <br />S1 <br />I — <br />■ ■ ■ ■ ■ Ell <br />A 7' <br />3'-l' 7 7'-5° 12` 8` 16'-8' 8' 12' <br />8'-8' 16'-0' 2'-O' <br />an_nd 20'-0' <br />o0 <br />N <br />V <br />Fi� <br />U <br />rn <br />' o� <br />WELu <br />Z4 <br />�z <br />o= <br />U <br />U <br />ZO <br />a <br />a� <br />�� <br />o �d <br />O <br />0i <br />,(X�( <br />W �z� <br />O <br />❑ SAMUEL A. GREENBERG, P.E. 034245 <br />❑ IRWIN J. BENSON, P.E. 049-158 <br />TO THE BEST OF THE ENGINEER'S I01010LEDGE AND MLIEF, THE <br />STRlrnJRAL PLANS AND SPECIFICATIONS COMPLY WIN THE <br />FLORIDA WILDING CODE, SECTION 1606 FOR DO MPS! 3 SECOND <br />GUST, EXPOW; 'B' WND ZONE (200I EDITION). <br />THIS DRAWING AND DE6 N IS VALID FOR 12 MONTHS AFTER THE <br />DATE IS SKID AND SEALED. <br />SKNED AND SEALED FOR THE STRUC AAL PORTION OF THIS <br />DRAWING ONLY. <br />V! <br />Z <br />u; <br />trL <br />L <br />v; <br />(1) <br />co <br />0) <br />C6 <br />o(1) <br />ee� <br />N <br />N <br />JT <br />V <br />T <br />to <br />N <br />U <br />J <br />Q <br />U <br />J <br />W <br />W <br />W <br />W <br />J <br />Wz <br />> <br />a <br />0 <br />0 <br />0 <br />Q <br />