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V-6" L. 5'- <br />6'-4' <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />55'-10" <br />in <br />i� <br />ff, <br />r-----� <br />--- <br />�. ° -- ° ---------T <br />— -- <br />BUILDER TO <br />�— <br />—2) #5 REBAR <br />( <br />4'-0" 12'-1" <br />W H <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />0'-0" I <br />:: <br />I <br />:: I : <br />PROTECTION <br />WHEN REQUIRED <br />■ <br />I <br />I:' <br />PER FBC <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. NIA <br />SLAB FOR HERNANDO ;_ I I •to K iv I <br />COUNTY ONLY ``' 83 <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-734' 4'-9" 4'-10" <br />VAPOR BARRIER EDGE OF SLAB 2" <br />■ I BEYOND WALL CJ <br />I <br />-GJ <br />`t <br />TT - <br />c? <br />5'-3" 1'-101, T-6" OCT <br />(2)#5REBAR <br />w/ in <br />r. ....VERTICALS <br />■"FITGG <br />1/2"FILLED <br />CELL <br />-3 <br />=SLR2 <br />„ „ , <br />-6 x2 -6 X1-0" W/ (3) #5 E.W. 3'-5" <br />7'-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x V-O" <br />I AHU I I <br />I I <br />TICALS / in I <br />W/ (3) #5'S E.W. <br />TYP 1 STORY <br />U.N.O. A <br />iv <br />CC <br />/ / I S3 S3 <br />FILLED CELL <br />I <br />00 <br />T <br />S3 <br />CJ CJ / I <br />— — —I <br />_ <br />:......: ..� ... ................... <br />o <br />00 <br />( 25'-1047 / j/ 9, 581„ ........ — — — — — — —_'. <br />12s 12s <br />■ <br />■ 4'-4" <br />v <br />CD <br />/ / 2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. _ <br />I �„ I <br />L <br />o <br />(2) #5 REBAR <br />/ / I PROVIDE Y2" x 91, c0 <br />INDICATES FILLED CELL w/ 3000 PSI I /"' <br />CONC. GROUT FROM FT. TO BEAM / � RECESS FOR FRT. DOOR <br />SLOPE I <br />� <br />S3 <br />io <br />in <br />VERTICALS w/ in <br />W/ 1 #5 REBAR VERT ABOVE SLAB / i / <br />O HVACCHASE TOP OFCONC./PAVERT BE4" <br />4'-0" I <br />4'-4" 4'-6" <br />FILLED CELL <br />I / / <br />TYP @ALL PLACES SHOWN / / BASED ON 0 -0 BELOW FIN. FLR. <br />/ <br />■ <br />■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I / i ...................... <br />LOCATION I ..::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / : : : : : : :::::::: : : : ; :: ; : ; ; : <br />1 ' <br />STEEL" /i/ <br />/ <br />-----,-----� <br />4'-0" <br />/ i 16'-10. <br />S° <br />STEPS AS <br />I <br />PROVIDE 1 Y' RECESS <br />REQUIRED <br />PER FIELD <br />// <br />FOR SGD. REFER TO / / KITCHEN ISLAND <br />MASON'S SLOPE FOR / / OPT. . '. " "":: """" <br />/ LOW WALLS <br />icj: <br />I <br />CONDITIONS <br />WIDTH / i <br />�/ CJ r------------� CJ REF. -I-�J <br />■ <br />CJ-Ij�j ■ <br />/ <br />- - <br />° <br />TYP @ 1 <br />S3 <br />I F l I CHASE TO ISLAND <br />.. I ;o; <br />I D.W. I � O j <br />t I <br />I <br />• II f <br />STORY U.N.O. <br />A w <br />o <br />o <br />I <br />I <br />LI <br />� __-J- -- :: <br />Ilj o0 <br />in <br />�' <br />I / / SINK / DISP ; ; <br />; ; { t co <br />CD <br />IIt <br />- <br />// <br />o <br />"'---------- <br />i---- ---LL—+--------------------I-- <br />— --- L—------J <br />, <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />HE <br />■ ■ <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-1 <br />6'-0" <br />6'-0" L T-10" L 2'-10 4" �- 5-1163„ <br />FOUNDATION PLAN MONO - <br />ELEV-Al. <br />SCALE: %4"=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <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 />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />`r a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />' <br />#5 CONTINUOUS <br />,; <br />; ; : •' <br />�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />�•' <br />�•' <br />#5 X 25" X 25" CORNER <br />' �'' ' ' <br />' <br />BAR ONE FOR EA. <br />' <br />' ' ' � ' �• ' <br />•. <br />�. <br />HORIZ. REBAR, TYP. <br />• <br />U.N.O. <br />• •.' - <br />**Alternate: <br />•; V <br />The reinf. bars shall be <br />• •, •. <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />fli-i) <br />q 1 ! ; <br />ll <br />® W /Y <br />�k . <br />HM1 <br />.•' SE <br />+ <br />. <br />ek <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential <br />6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />H <br />W <br />QO <br />v E N 00 <br />W pppp <br />0 ItU 04 <br />O N_ iR <br />ci <br />0 <br />O pl co <br />M N N C N LL <br />J mW <br />NY! <br />LL <br />�LL.N LL d <br />a <br />Vj M W <br />aims aa� <br />ro r o 00 <br />W <br />IL <br />p a <br />2 ETcrIL <br />N Q co Z U� J <br />Z <br />�L) ❑❑❑ <br />_ Mn !pp- <br />z N O <br />� N <br />z o � <br />J M <br />d N <br />cn <br />- M <br />z <br />U o <br />Q)t <br />-, d <br />T <br />ru <br />w n <br />0 <br />o <br />wo <br />w0 <br />C E <br />o <br />� <br />® <br />� <br />U °' o <br />w m <br />` E <br />o� . <br />®Q <br />co d <br />¢ o <br />4� <br />r_ <br />o <br />M <br />z z <br />W <br />Z <br />M <br />o F <br />� <br />E <br />=o <br />Uj <br />>o <br />Q s <br />,= <br />E OV <br />Z® <br />❑a <br />UO <br />CU <br />C <br />0 <br />XU <br />OQ <br />OU <br />OK <br />O E <br />N <br />az <br />a <br />0 <br />Qo <br />az <br />� � <br />L <br />Cn <br />C: <br />ym <br />m0 <br />Z, <br />0, <br />z <br />Uj N <br />J <br />a ° <br />QW <br />z <br />ua <br />3 <br />0 <br />< <br />a <br />=K <br />3 0 <br />- <br />N? <br />_ <br />O <br />w � <br />za <br />� <br />°� <br />°3 <br />0M <br />0 <br />= <br />d' <br />L <br />c(3 <br />Q <br />N <br />r1 <br />0 <br />-p <br />(� <br />LL <br />/11 m <br />F <br />�I <br />Z CVG <br />r <br />o 0 <br />CV <br />M <br />co <br />o <br />z <br />z <br />E p <br />E <br />N <br />a <br />0 J <br />a o <br />JOB <br />NO: <br />20-1788 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />