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N <br />it <br />0 <br />00 <br />0 <br />r\ <br />N <br />00 <br />i <br />r- <br />N <br />it <br />(D <br />L0 <br />0 <br />O <br />J <br />M <br />Cr <br />tV <br />EIs <br />11 <br />G <br />C <br />d <br />43'-0" <br />TYP @ 2 STORY <br />J <br />S6 H.B. <br />.t <br />Mel <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" 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 />W <br />Z <br />In <br />CONTROL JOINT DETAIL. <br />SCALE: 11/2"=1' 0' <br />■ ■ ■ ■ ■ ■ ■ ■ <br />F <br />!: 2 STORY •Y #5 CONT REINF. SEE <br />LID <br />CC (2) #5 REBAR FND. FOR QUANTITY <br />fD I S3 VERTICALS w/ in ,' <br />FILLED CELL <br />b #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />II r - 7II a 0'-0" I ! U NRIOZ. REBAR, TYP. <br />o b 11 L JII 3 I 9 I I • •, ; .* <br />co 11(— �OZ <br />I 1 Alternate: <br />L� JJfn _ r <br />• • The reinf bars shall be <br />CO I I �•r.;•••r•l••r•S`•.'•;•••r•;••`.= cont.aroundcornerbycold <br />■ <br />: F— — — -„ N 4'-11" 10'-6" bending the bar w/ min. <br />_-rr <br />i -CJ I I I _ —iCJII 1 —-----L� <br />4'-0" �____ - - - - �° N TYP. CORNER BAR DTL. <br />STEPS AS LOW WALLS LAND 31/2 SLOPE <br />10 <br />REQUIRED PER I CHASE I --7 I SCALE: 1 1/2"=V-0" <br />FIELD TO <br />CONDITIONS ISLAND <br />F— ®" 13-1/2" MIN 3000 PSI CONC. I I <br />PROVIDE 1 Y2" SLAB FOR HERNANDO I ! <br />L RECESS FOR COUNTY ONLY I <br />0 0 S3 SGD. REFER TO <br />MASON S S OPE 3-1/2" MIN 2500 PSI CONC <br />FOR WIDTH I VISQUSLABOEEN VER VAPOR BUILDER TO PROVIDE 2 STORY <br />�6 MIL <br />3 1/2 BARRIER _ 0 APPLIANCE PROTECTION CC (2) #5 REBAR <br />WHEN REQUIRED PER FBC S3 VERTICALS w/ in _ N <br />i I FILLED CELL <br />r TYP @ 2 STORY I— — — �-- — -- — — — —� — -- . ■ r <br />M S6 PROVIDE Y2" x 9" -3 1/2" 2'-6" x 2'-6" x 1'-0" <br />I RECESS FOR FRT. DOOR SLOPE W/ (3) #5'S E.W. <br />i 0'-0" TOP OF CONC./ PAVER TO BE 4" o L o <br />■ I <br />BELOW FIN. FLR, d' S3 <br />I�I II STUB UP 11 9,, _0,. ...... 13'-74' : :::::: M : ' ■ <br />I i 2ND FLOG <br />j I FOR A/C <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. iv <br />o iv CJ Gd' r �1 CJ <br />9 19'-0" 5'-41s" t_ Jt I INDICATES FILLED CELL w/ 3000 <br />i PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY <br />BEAM W/ (1) #5 REBAR VERT _ <br />ABOVE SLAB TYP @ ALL PLACES `' <br />J I SHOWN HOOKED FTG. DOWELS 5" "'09 <br />EMBED W/ 25" EXT. ABOVE SLAB iN <br />"GRADE 40 STEEL" g�g <br />^ / / HVAC CHASE ::� : ■ <br />■ /���'/ BASED ON 1 — I <br />/ LOCATION a 0' <br />5'-4 = 16'-3" S6 <br />M fhN �' <br />0 .0 ............... ................ .................. <br />■ li ■ <br />-4" <br />TYP @ 2 J <br />STORY S6 <br />5'-4" <br />5-0" <br />FOUNDATION PLAN. <br />M <br />_ O <br />Q <br />a <br />cz <br />C) <br />lJ - <br />Ot- <br />m <br />ZDco <br />o 0 <br />i�(!i <br />- LL9 <br />p <br />® C) <br />C M c) <br />N O M <br />O 'O CN <br />N <br />q <br />L V- 00 <br />O Y <br />0 <br />Q CD <br />to O : <br />1� Q O <br />I <br />Al® <br />N C B D C <br />,, <br />SAz n Q <br />M <br />s� <br />• �-.Qh � '��. <br />0 <br />Cn <br />—� iS� <br />N <br />E <br />s r <br />r <br />PlltM <br />F- <br />0 <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 />C7 <br />NN <br />z <br />r-, <br />0 <br />_N <br />Ili M 0 <br />M <br />a41v`� <br />°' •L <br />can I� <br /><t LL <br />p. <br />L 3 Q OC) <br />Q � <br />z E <br />W <br />J 0 <br />oZ <br />IE. <br />za <br />r <br />z <br />w¢� <br />oa�O <br />z--x <br />�=)z <br />^_1 <br />1. 1.. . <br />0 J <br />a 9 R <br />0��0 <br />0 <br />L <br />OZ <br />z O <br />Q <br />' Z <br />L.f) <br />ZD <br />o <br />N <br />� <br />Q <br />u <br />_ <br />= <br />O <br />z <br />J <br />Q W <br />W� <br />o w <br />OZ <br />O <br />�n <br />=> <br />Ux 8 6 <br />y.� <br />TI'. <br />A <br />�acCa <br />OtQy O`t <br />wCLZQ <br />ul <br />z <br />E <br />z <br />LUJ <br />� <br />(n <br />dia <br />W <br />a�oz <br />o <br />J <br />ri <br />LLJ <br />2 U <br />N <br />M <br />Q <br />Q <br />z <br />War <br />¢�z <br />z <br />= <br />a <br />fn <br />o <br />g <br />= <br />Q z <br />uj <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. <br />5ol <br />SHEET NO. <br />6.0 <br />