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I <br />c <br />d <br />LO <br />LO <br />N <br />Lo <br />NO <br />AR <br />!� <br />tR <br />00 <br />3'-0"�, <br />TYP @ 2 tSTORY <br />HIRT <br />■ . . . . . . . . . . . . . . • . . . . . . . . . . . . • . . . . . . . . . . . • . . . . . . . . . . . . •: . . . . . . • . . . . . . . . . . . . . • . . . . •. . • ■ <br />MN— — — —I— — <br />OP <br />5'-4"v 16'-3" <br />\ HVAC CHASE <br />\ BASED ON I I s 0'-0" I <br />S6 <br />■ : \ \ <br />LOCATION : ■ <br />INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TO <br />OP <br />BEAM W/ (1) #5 REBAR VERT <br />f <br />ABOVE SLAB TYP @ ALL PLACES I <br />N <br />■' . ' ' ' ' • ' ' ' +� SHOWN HOOKED FTG. DOWELS 5" <br />L 5•46" I <br />to <br />r } EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL <br />hI <br />TYP @ 2 STORY <br />N <br />;Nn <br />I \ <br />CJ� `\ \��_��_��_ L����,�' CJ <br />I !i <br />2'-6"x2'-6"x1'-0" <br />G 1' I <br />S3 <br />W/ (3) #5'S E.W. <br />o <br />I I I I STUB UP TO I I <br />t I 1-9 _p 13'-74' : <br />■ . 2ND FLOG <br />FOR A/C <br />— — <br />■ ; I TOP OF CONC./ PAVER TO BE 4" <br />0'-0" <br />L <br />S3 0 <br />BELOW FIN, FLR. <br />2'-6" x 2'-6" x 1'-0" <br />PROVIDE 3/2" x 9" <br />SLOPE <br />' <br />J <br />TYP @ 2 STORY <br />I RECESS FOR FRT. DOOR <br />--------- — ------ :�-- <br />-31/2' <br />W/ (3) #5'S E.W. <br />I- - - - <br />I- I /H�-------+—------� <br />IN��- <br />o <br />BUILDER TO PROVIDE CC (2) #5 REBAR <br />3-1/2" MIN 3000 PSI CONC. I - , APPLIANCE PROTECTION S3 VERTICALS w/ in <br />FILLED CELL <br />(2) #5,S N <br />I -3 1/2 <br />PROVIDE 1 �" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY <br />I <br />I <br />I RECESS FOR I COUNTY ONLY <br />in <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />L <br />VAPOR <br />I FOR WIDTH VISQBARRIER <br />— — <br />A.FI <br />STEPS AS <br />( CHASE <br />REQUIRED PERFIELD <br />TO <br />c? <br />10 <br />CON TIONS <br />KITCHEN IS <br />I LOW WALLS ND I ISLAND <br />I I -31/2" SLOPE <br />�� -- ------ �� _ <br />LI <br />_ _ _ — — <br />— — — --n— — <br />I rl I <br />o <br />� <br />I i CJ I <br />�° <br />N <br />•1 oil I +CJ I 4'-11" �0'-6" <br />o <br />_? I I I J <br />S3 <br />`t <br />T <br />M <br />MLJt 3 I I <br />�L�JN9 �0'-0" <br />Q. ej <br />■: <br />(2) #5 REBAR <br />CC I <br />VERTICALS w/ in <br />•; S3 <br />• I cn FILLED CELL <br />o <br />.I. 2 STORY <br />- 1 <br />�' <br />I-- -------- --_j L----------------� <br />I - I <br />CV <br /><V <br />H.B,+ <br />J <br />S6 TYP @ 2 STORY <br />Ci rle 01 All A' (te <br />FOUNDATION PLAN <br />SCALE: <"=,-o" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. PLACED IN <br />1/8" SAWCUTx 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 />LU <br />x LU <br />CD <br />[t <br />CONTROL JOINT DETAIL <br />SCALE: 1 117=14" <br />.; •: <br />:r �—#5 <br />CONT REINF. SEE <br />,•' <br />'•_ <br />FND. FOR QUANTITY <br />��• <br />#5 X 25" X 25" CORNER <br />' �•' ' �•' ' <br />•' <br />BAR ONE FOR EA. <br />•• ' • <br />;. <br />HORIZ. REBAR, TYP. <br />" <br />•.. <br />U.N.O. <br />• • <br />"*Alternate: <br />' <br />The reinf. bars shall be <br />• •. • • • •• •. • • •• •. <br />cont. around comer by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />C9 <br />Z g <br />Z <br />Z <br />Q <br />a. <br />cn U <br />w <br />O L" <br />E <br />cNn <br />U <br />o 0 <br />ci <br />C11 C.,LUC W R) <br />Nu 0 <br />U <br />info <br />Ci <br />A <br />1 <br />`_'� <br />aa• �. <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />ON <br />Z <br />0 <br />CD <br />F-4 c) <br />M <br />a� f0Ll1 <br />a � •L n <br />Ln <br />LL <br />CL ^ <br />oC U o. 'M{ <br />Q 0000 <br />C <br />Z <br />W <br />J <br />Z <br />W <br />�a <br />Z <br />Q <br />go80, <br />w <br />J <br />wwZ <br />II L <br />J J <br />Z <br />O <br />g� <br />�o <br />�z <br />Q <br />z <br />Z <br />�, <br />L <br />L / <br />O <br />= <br />N <br />O <br />W <br />O <br />Y�U•l <br />O <br />n <br />Qs <br />A <br />1 ` <br />0 <br />^�,Q <br />Z <br />LU <br />J <br />Ln <br />rl <br />LL <br />� <br />Z~z <br />LLI <br />N <br />Z <br />Z <br />co <br />� <br />06 <br />g <br />L <br />= <br />9 <br />,-+ <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSIC <br />VERSION NO. 5x0 <br />SHEET NO. <br />6.0 <br />