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c <br />c <br />d <br />V-6" 5'-7$' 6' 4$' 6' 0" 6' 0" 6' 0" 6-_0„ 6' 0" 5,_28 7,18„ <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />T-O" <br />E0:1 <br />■ ■ ■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ ■ <br />.. <br />_ . _ • <br />o0 <br />I— — — — — — — — — — -F-- <br />— — — <br />_ :.. °. <br />_ <br />°. — — — — — — — : — — <br />— BUILDER TO <br />4' 0" <br />W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />O <br />0'-0„ I <br />:: ; : <br />I <br />PROTECTION <br />WHEN REQUIRED <br />I <br />VERTICALS w/ in <br />■ I <br />FILLED CELL <br />:: : <br />PER FBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. 15 <br />N <br />00 <br />I SLAB FOR HERNANDO 1 ^ I: K N <br />COUNTY ONLY S3 <br />J <br />S3 <br />3-112" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10" <br />VAPOR BARRIER <br />■ ; — CJ GJ I: CJ <br />I <br />q <br />It <br />T <br />rn <br />T-3" 1'-10" T-6" : <br />: -. <br />O I I. c� 1 Cr) <br />.......... . - - - - - - - - - <br />�' <br />eo <br />M <br />I P� T. D -3 1/2" <br />e <br />2'-6"x2'-6"X1'-0" FTG G __ __ <br />I W/ (3) #5 E.W. S3 3'-5" <br />SLOPE <br />7'-1. <br />^ <br />71 <br />2'-6( 2'-6" x 1'-0" <br />N AHU <br />I I <br />VERTICALS w/in <br />W/ 3 #5'S E.W. <br />j <br />TYP @ 1 STORY <br />U.N.O. A <br />/ K CC <br />/ I S3 S3 <br />ici <br />FILLED CELL <br />I <br />50 <br />J <br />T <br />� <br />�CJ <br />00 <br />25'-1�" / 9'_581•„ •.'.'.•.'•�.' •• � - �•-••-•-.'-•-.-.— ' <br />128 128 <br />■ <br />■ 4'-4" <br />00 <br />" FTG <br />W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI i / I PROVIDE %2' x 9" �' <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB /� RECESS FOR FRT. DOOR <br />I-4" I <br />SLOPE <br />L <br />S3 <br />iq <br />b <br />in <br />/ <br />4'-0" <br />4' 4" 4'-6" <br />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 />... .............E .......... . <br />-----.----- <br />4'-0" <br />16'-10" <br />..12'-10" <br />o <br />10- <br />in <br />STEPS AS <br />REQUIRED <br />PROVIDE 1" RECESS / / I <br />PER FIELD <br />FOR SGD. REFER TO / KITCHEN ISLAND <br />MASON'S SLOPE FOR / / OPT. . '...""" """"""' "' ' <br />/ LOW WALLS <br />icj:CJ—i-jA. <br />°1„ <br />" ' ' "" ' <br />CONDITIONS <br />WIDTH / i <br />■, / / CJ r------------� CJ REF. :. ICJ <br />I <br />■ <br />° I I <br />TYP @ 1 <br />CHASE TO ISLAND .. <br />D.W. I � � •• <br />.. 1 I <br />I}1 <br />STORY U.N.O. <br />`i� <br />I I ,•'{"' <br />- <br />I <br />/ L��— <br />0000� <br />1I <br />n <br />S3 <br />v <br />rn <br />_____ -- <br />I <br />SINK I DISP <br />{ 1 `'' I <br />t <br />M <br />v <br />I <br />o <br />o <br />T <br />i� <br />:: <br />• . . , <br />1 I <br />�.................�_ ... <br />■ �....:........... �....................... :_ M..............r-- <br />.............. .... .............■ <br />I <br />1'-98" L T-28" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-10�" I 5'-11 I r;in" I P_nll <br />FOUNDATION PLAN. <br />SCALE: ,"_, _o. <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 />-�LUz <br />w J <br />Cl- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />,�. ' <br />; ; , • <br />'•_ <br />REINF. SEE FND. FOR <br />•;r <br />QUANTITY <br />;: <br />�',�:' <br />#5 X 25" X 25" CORNER <br />' ' •'• ' ' `' �' ' <br />BAR ONE FOR EA. <br />_ <br />• <br />HORIZ. REBAR, TYP. <br />.. <br />�; <br />•. <br />U.N.O. <br />.: •.: • : • ; : • <br />;1.; •': <br />'• <br />**Alternate: <br />• <br />The reinf. bars shall be <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 />f <br />d <br />0 <br />z N O <br />z o �a <br />J M <br />� N <br />E3 <br />� � o <br />V� Y <br />a a <br />Ou, ~ <br />N C E <br />N <br />o <br />� � <br />U in <br />r— ` E <br />p <br />m l <br />sm <br />N N <br />N <br />g o v d <br />LYMa w a <br />U) <br />V <br />E... w <br />1xZ Q�� r o U I W <br />W 1 a a <br />IW <br />Z 0 1doa3' �w <br />Vl = o ram- 0 <br />Z tAME m itt <br />LL YJ CdPQ <br />r• <br />�` <br />f� S�p `•o� <br />d- <br />� <br />OY O A <br />•--j <br />ROFf _.. <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />ti <br />o <br />co <br />w <br />Cl)p <br />z z <br />Z <br />Z¢ <br />U- <br />Q� <br />o <br />N V <br />o� <br />a <br />wz <br />co <br />ik <br />z® <br />oa <br />f <br />C <br />O <br />U <br />O F <br />E. <br />00 <br />W O <br />O < <br />CD <br />a� <br />ao <br />¢ <br />aZ <br />z <br />L <br />(d <br />(n C <br />_ C <br />p <br />z <br />y <br />h <br />m 0 <br />O <br />O <br />zz <br />O <br />Q W <br />son <br />m `'� <br />Q <br />-) <br />o <br />WLL <br />40 <br />5 0 <br />a <br />nw <br />=� <br />W <br />w <br />J <br />o <br />d <br />v <br />�< <br />Yo <br />d <br />°3 <br />c O <br />0 <br />N <br />L <br />> <br />■- <br />r <br />M <br />> <br />O <br />Vim-. <br />U <br />CL <br />Al m <br />ICU <br />■T� J o <br />LO <br />T <br />i Co N N <br />� <br />r <br />c <br />N <br />M CV <br />M �; <br />o <br />Z <br />z <br />`—° <br />E O N <br />E <br />c <br />FL <br />o <br />0 -1 a o <br />JOB <br />NO: 19-5909 <br />SCALE : AS NOTED <br />SHEET N0. <br />6.0 <br />