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c <br />c <br />3' <br />H.B.+ <br />59'-4" <br />■ ■ ■ i i- <br />..�.�.�.�..��� ...��� �._......�. . •ice — — — —I— — <br />:.r ICN <br />-i i- -Ili Ili Ili li ■ <br />�_ ...—..�.�.......�.�.�.�.�.�.�.�..... <br />I <br />clu <br />1 <br />'a' <br />3-1/2" MIN 2500 PSI CONC I ; <br />\ I I 1 �;� I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />`\` \ o <br />I (3000 PSI CONC. SLAB FOR <br />�\ I <br />HERNANDO COUNTY ONLY) p_p <br />�' <br />13-54" CJ 7'-2" CJ t CJ <br />to <br />CJ CJ <br />I <br />\`\` I I00 <br />I \\` <br />Cn <br />tl1 iocr) <br />■ <br />r <br />0 <br />0,-0, <br />........................ <br />........... <br />:— — — <br />......... ....................... ....••.....•••.60 Ik71 <br />A <br />CJ TCJ CJ <br />lI K (2) #5 REBAR <br />VERTICALS w/ in <br />I <br />FILLED CELL <br />B <br />23'-11" 2'-10" <br />I: <br />I I <br />G <br />I O I I <br />K <br />q <br />� <br />_o <br />Cl) <br />bN <br />2'-6"x2'-6"x1'-0" S3 C J _ __ _NKw/ DISP _ _ *- <br />I W/ 3-#5 E.W. I I D. � — <br />' LOW WALLS SAND I I I I C ASE TO <br />■' �O <br />�___� I ISLAND <br />-------- <br />1 1 } <br />I I S3 <br />1 G ;III J <br />I I S3 <br />o <br />v <br />......... L - - --- <br />• I::.......... <br />I � <br />L_ <br />I I <br />L— _— __ _ — — — — o — — q <br />CJ I — — — — — —J CJ CJ � <br />:: CJ r <br />N <br />S3 <br />64" T-8" 7'-8" <br />:: 2'- ' SLOPE <br />-3 1/2" <br />I 7'_t, I <br />13 <br />121'-24„ <br />5 <br />32'-84" <br />(2) #5 REBAR <br />= <br />' <br />U <br />c <br />31/2" <br />I <br />I <br />I PROVIDE 1 Y" RECESS <br />— VERTICALS w/ in I <br />I ` >� I FILLED CELL <br />\\ I <br />( <br />S3 <br />k. <br />HVAC CHASE ` W.H. <br />FOR SGD. REFER TO LO <br />I r <br />BASED ON <br />L TYP <br />MASON'S SLOPE FOR <br />I WIDTH I <br />I LOCATION <br />: I CJ INDICATES FILLED CELL w! 3000 <br />........... L._- ■ .o■ ■ ■ ■ ■ <br />CJ C <br />fV <br />STEPS AS <br />REQUIRED <br />I �0-p PSI CONC. GROUT FROM FT. TO <br />1� I BEAM W/ (1) #5 REBAR VERT <br />= � 2-011 [ 4-0' 2'-0" 6'-0" 1'-10 5-2" <br />I I c4 � � �� <br />o <br />9 <br />= <br />r <br />PER FIELD <br />CONDITIONS <br />: I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />i. TOP OF CONCJ PAVER TO BE 4" <br />�T <br />BELOW FIN. FLR. &_31/2" I `t <br />`n <br />DOWELS 5" EMBED W/ 25" EXT. <br />SLOPE <br />10 PROVIDE Y2" x 9" - <br />cc) <br />ABOVE SLAB "GRADE 40 STEEL" <br />RECESS FOR FRT. DOOR N <br />: <br />................... .......... i................ <br />...................... o <br />:F7 <br />7'-1 <br />6'-0" <br />-2" <br />-1" <br />H.B. L <br />S3 2-6" x 2'-6" x 1'-0" <br />3'-0" TYP W/ (3) #5'S E.W. <br />P <br />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />, <br />V <br />w <br />w <br />z <br />•< <br />.. <br />CIO <br />0- <br />CONTROL JOINT DETAIL <br />SCALE: 11/2"=1'-0" <br />#5 CONT REINF. SEE <br />FIND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*Alternate: <br />-he reinf. bars shall be <br />;ont. around corner by cold <br />fending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1 /2"= V-0" <br />to <br />(9 �,_ <br />Z c'') <br />O <br />—0 <br />Z <br />Z <br />Q <br />I <br />Z <br />Z <br />N <br />w <br />Q <br />U — <br />O w <br />~ <br />o <br />v) ~ <br />o 0 <br />m t` <br />V <br />LU <br />E <br />i3 - <br />W ~ o <br />rnM M <br />C N f M <br />- 'O M <br />O O O <br />= Uj <br />V N <br />sU_ 00 <br />0 <br />C Y <br />< 0 <br />0 <br />� v <br />A <br />,C <br />NCHD <br />B <br />D• <br />!aT <br />a <br />E� <br />N co�� <br />rnLLV� <br />j xoo��C <br />QUa�� P� <br />y�4L- w <br />UMW ISS1O <br />F <br />,r(yA, ,v%x <br />❑❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z NO <br />0 n <br />H U M O <br />M <br />M Ln <br />to O <br />Q LL <br />n �M <br />V ry <br />z <br />00 <br />< - <br />z:;: E <br />Z <br />J C) <br />W <br />0Z <br />W� <br />as <br />f.� <br />Z <br />J <br />4°0. <br />a— <br />��zz4 <br />68 z <br />¢S'f J <br />z <br />8 14 <br />L <br />O <br />�tj© <br />z �i <br />O <br />U <br />cn 3 <br />=1Z <br />O <br />0 <br />U <br />= <br />Z <br />cO <br />L <br />o� <br />o <br />4J � <br />G <br />w0"JJC� <br />Z <br />J <br />rl <br />,T—I <br />L11 <br />a Q o <br />LI..I <br />Q <br />Z <br />Z U <br />w~ <br />Ln M <br /># <br />LM <br />Z�$ <br />Z <br />� <br />i <br />Cal <br />� <br />_ <br />¢Z <br />LU <br />cn <br />g <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO• 10 <br />SHEET NO. <br />6.0 <br />0 <br />