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c <br />c <br />d <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 />55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2' 7'-1$" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY T-0" LU <br />U.N.O. LU <br />A <br />S3 H.B.- <br />1 ■ ■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ ■ <br />�— — — — ----- -{— <br />— -- <br />-: o — — <br />a — — -- — -- --I-: — — <br />— BUILDER TO <br />i---- <br />— — — — — --I <br />r <br />� <br />;I <br />.. 4'-0" <br />12'-1W.H. <br />" <br />PROVIDE <br />APPLIANCE <br />2 #5 REBAR <br />p <br />0 -0„ I <br />I <br />PROTECTION <br />WHEN REQUIRED <br />I <br />VERTICALS w/ in <br />■ <br />; : <br />I <br />FILLED CELL <br />: <br />PER FBC <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. No <br />SLAB FOR HERNANDO I `!' r I I: K N I <br />J <br />v <br />COUNTY ONLY `" S3 <br />I : <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 <br />■ I — CJ :: •GJ — CJ <br />co <br />rn <br />5' 3 0 N - <br />I <br />M <br />I: N ' <br />I_ = -- _ -- <br />■ , ' I • • • • ' • • • • • • • • • • • • • • T�i • • • • • • • • <br />_ <br />oo <br />I I P� T. D -3 1/2" I <br />I <br />M <br />M <br />G <br />2'-6"x2'-6"X1'-0" FTG _ _ _ _ _ <br />I W/ (3) #5 E.W. S3 3'-5„ <br />SLOPE <br />� I <br />7, 1„ <br />(2) #5 REBAR <br />■ ' I `la 1- <br />i <br />2-6" x 2'-6" x 1'-0" <br />I N I : AHU <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />I ; <br />K CC <br />ici <br />FILLED CELL <br />CJ- <br />`t <br />-....... . <br />o <br />C9 <br />I 25'-1018 <br />4,� <br />■ <br />00 <br />2'-6"x2'-6"X1'-0"TG <br />W/ (3) #5 E.W. <br />I -4„ I <br />L <br />b <br />INDICATES FILLED CELL w/ 3000 PSI I i I 1 � <br />PROVIDE Y2„ x 9" <br />CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT.00R <br />SLOPE I <br />� <br />S3 <br />co <br />�r <br />rn <br />W/ (1) #5 REBAR VERT ABOVE SLAB �! <br />4'-0" ( <br />4'-4" 4'-6" <br />I TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. <br />■ <br />: ■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 I % LOCATION I • ' ................. ............: ........... <br />::: ::::: <br />STEEL" <br />::...... <br />... .............. .......... . <br />4'-0" <br />16'-10" <br />' •12'-10" <br />o <br />1Q-104 <br />0 <br />in <br />STEPS AS <br />; PROVIDE 1 y" RECESS i i / I ::: ' ' ' : <br />I <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO KITCHEN ISLAND : <br />MASON'S SLOPE FOR • : :: : .... : : : ::::::::: : • . • <br />LOW WALLS OPT. <br />i icj: <br />: • • : <br />I <br />CONDITIONS <br />■ WIDTH CJ r------------� CJ REF. <br />CJ--j-j .■ <br />- - --_---- - �__ <br />° <br />TYP@ 1 <br />IF- I CHASE TO ISLAND <br />I D.W. I � � I .. .,... <br />t I <br />lit <br />STORY U.N.O. <br />A N <br />r- <br />I <br />00 <br />( <br />✓ i L�---J- <br />c° <br />S3 "' <br />T <br />rn <br />I <br />I i i - - - SINK / DISP <br />3 1 /2" <br />16'-0" 2'-94-3" 6-10" ..... I :: <br />{ t 0 <br />1-011 ■ <br />:: (D el <br />I <br />It <br />II <br />r <br />p <br />L---------+---------- -+--------------------{-- <br />- ---- !t--------J <br />NJ <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />V-9g" 1. 3'-28" 1. 5'-0" L 5'-0" 1. 5'-1 <br />'tAL111111 <br />2'-10Za" I 5'-1 <br />q 11'1� I M <br />SCALE: 74'=1'-Q" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />IRIZ. REBAR, TYP. <br />J.O. <br />ternate: <br />reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = T-0" <br />O <br />0 <br />n <br />O <br />Z N O <br />z <br />o <br />z <br />C, <br />dC, <br />N <br />— M <br />N z <br />Q)Vlo <br />1l <br />(` <br />1-z <br />T h Y <br />t6 u, o <br />0 W <br />DV) E <br />O <br />C <br />rn <br />® W t- - E <br />u w, <br />0 <br />, <br />Q 0 <br />( O <br />N N <br />Sao o � z <br />Z <br />w <br />LU <br />�cLL <br />& 4 <br />LUUJ (07, <br />,. C2 ®� c <br />. . <br />F� <br />P�r'�'OFESSAO <br />tafitE�Eilttt <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CDz <br />C <br />LL- <br />E <br />W <br />O <br />a <br />E <br />N <br />F'- <br />�O <br />XU <br />UO <br />OU <br />C <br />o <br />N <br />O ¢ <br />az <br />o <br />ao <br />O z <br />Wz <br />W2 <br />i <br />to <br />- C <br />0UYU <br />y0 <br />m2 <br />o� <br />z <br />� <br />�, <br />�� <br />� w <br />o <br />z <br />g° <br />az <br />W <br />Sz <br />=� <br />CD <br />0 <br />0. <br />o= <br />�l <br />zl¢ <br />U� <br />c O <br />O <br />.y <br />L <br />> > <br />Ln <br />O <br />O <br />co <br />m � <br />r <br />,d- <br />rn <br />r <br />ai <br />It CD <br />C,4 <br />r <br />0 0) <br />M <br />o <br />E <br />m <br />` <br />� � iri t\ <br />Z <br />Z <br />E Q m <br />Ecc <br />m <br />c <br />d <br />U <br />JOB <br />NO: 19-5892 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />