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�I■ IIIMIi IImliWr I <br />, <br />,; <br />•° • <br />• �= <br />#5 CONTINUOUS <br />r <br />°; <br />., .. • <br />"�- <br />REINF. SEE FND. FOR <br />_, • . " <br />, <br />. �. ,.. <br />- <br />,' <br />QUANTITY <br />' • <br />° <br />" ' <br />#5 X 25" X 25" CORNER <br />'''121v <br />BAR ONE FOR EA. <br />- °- ' <br />HORIZ. REBAR, TYP. <br />KT�t <br />♦�. <br />. <br />s . <br />- <br />, , <br />U.N.O. <br />- . - • - . <br />I ° e <br />I"Alternate: <br />The reinf. bars shall be <br />- - s ° <br />- •"L s <br />- • <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />WWF PLACED IN <br />UPPER 1 /3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />0 <br />I <br />0 <br />-v <br />Q�) <br />TYP. @ <br />TWO <br />STORY <br />12'-0" 13'-0" <br />PC <br />T-5" 5'-2" T-5" _ 11'-8" _1'4" <br />AC PAD <br />L NTYP. @ <br />S3 7PORCH <br />-- — — — — — — -- — — — — — t <br />�INDICATES S FILLED CELL I Uj <br />w/3000 FISI CONC. GROUT 1 O <br />IFROM R. TO BEAM w/ (1) #5 f j <br />I REBAR ERT. ABOVE SLAB. 1 ■ UI <br />TYPICAL @ ALL PLACES I 6-10" 5'-101, <br />SHOWN. HOOKED FTG I <br />I I DOWELIc w/ 17" EMBEDMENT I = I <br />w/ 25" E T. ABOVE SLAB. <br />—GRADE 40 STEEL I <br />ICJ <br />■ ■ ■ ■ <br />HVAC CHASE <br />BASED ON l — — — — — ------ ■ <br />1 3'-1 <br />LOCATION M PROVIDE 1 1/2" 1 <br />RECESS FOR SGD I <br />1 I I S3 REFER TO MASONSI <br />■ I " I I SCOPE FOR WIDTH.I <br />III � I I ■ <br />Frj7_)1 <br />I <br />o <br />I� 1 o I 1 <br />I <br />• 1- _ f C.J. <br />II <br />4'-l" 13-8Ys' 3Y2" MIN. 3000psi CONC. <br />SLAB FOR HERNANDO 1 <br />1 U COUNTY ONLY. 3Y2" MIN. I 1 <br />1 2500psi CONC. SLAB 1 ■ <br />■ I <br />I OVER 6 MIL VISQUEEN 1 <br />VAPOR BARRIER I <br />I <br />GG TYP �j dI <br />S3 I <br />■ I L _ C.J. — — — —�---� <br />I II I ( s 1 <br />� I O <br />III I <br />■ III <br />O <br />I I T-3° <br />■ 1. _J <br />PLUMBING I I— — — — — <br />STACK I GG <br />l _ <br />10 <br />STUB UP <br />13'-1" CO <br />TO 2ND <br />1 <br />FLOOR <br />I I <br />FOR A/C <br />J — <br />71 <br />Oz <br />w z <br />S3 <br />Q <br />O 0: <br />P: W17 <br />(9" <br />z <br /><a <br />°m <br />I oW <br />Q <br />■a O Q <br />z <br />I J2 <br />CC <br />z <br />0 <br />■ <br />1 -i <br />;0 <br />— _CN <br />TYP. @ <br />9 SINGLE <br />I <br />r STORY <br />I <br />■ <br />A <br />I <br />S3 <br />1 <br />O <br />1 I <br />1 (2) #5 VERTS Win <br />1 FILLED CELL <br />— — — — — — — — — — <br />ih <br />V-8" <br />16'-0" <br />19'-4" <br />T-0" <br />r,r: i r ill Il0 r i ri r � li l; r. li li li li l it <br />-3 1/2" K <br />S3 <br />2'-6" x 2'-6" x 1 <br />1'-0" w/ (3) 1 <br />#5's E.W. 1 <br />l = <br />00 <br />I (V <br />PROVIDE 1/2" X 9 1� <br />1/2" RECESS FOR ■ <br />�e N <br />3'-11" <br />1'4 <br />-4" <br />FRONT DOOR <br />a. <br />TOP OF CONC./ <br />_ <br />j 00 <br />PAVER TO BE 4" <br />BELOW FIN. FLR. l ■ <br />ih <br />w <br />O <br />to <br />PJ I <br />S3 (2) #5 VERTS w/in 1 <br />— FILLED CELL--, <br />1 <br />0 <br />■ <br />4'4" l'_4" <br />ao <br />� L <br />S3 <br />TYP. @ <br />ENTRY <br />5'-8" <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />r <br />0 <br />io <br />aQ <br />-v <br />to <br />'T °Q <br />2'-6" x 2'-6" x <br />V-0" w/ (3) <br />#5's E.W. <br />`t <br />z <br />0 <br />a <br />0 <br />z <br />Z) <br />0 <br />LL <br />z <br />0 <br />Q <br />0 <br />z <br />D <br />O <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />MONOLITHIC FOUNDATION - ELEV-A I <br />SCALE: Y4"=1'-0" <br />N <br />N L O <br />�r-O <br />`= <br />tr (1r) <br />°• <br />•r <br />N <br />m X <br />} <br />M U_ a <br />Q <br />L <br />0 <br />N Y <br />C: <br />�. <br />Q o <br />U <br />Z U C'J <br />a c� <br />i — T, <br />- CL tv Q s, <br />C(- E C_' <br />(4 N O 0 <br />�_ ca <br />o w <br />> > Q <br />SRO <br />_\\\`eP" <br />SE •• �t <br />•' <br />� <br />v : <br />��' 61 0 C <br />of <br />., <br />i'',pOFE <br />s s 1 O <br />ilk <br />/!lliN1! <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineedng portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />00 <br />9 <br />ti <br />CP <br />V <br />0 <br />N N # LL <br />J <br />h <br />a <br />LL d <br />M y a ui <br />J ut 0 <br />V <br />OC <br />0 <br />rn <br />M CS 0 o <br />a a a <br />Z <br />a <br />MZ �y0 <br />iN <br />C14ILWarn°' <br />Q U 0 n <br />W <br />oo❑ <br />r <br />z <br />Z <br />z <br />o <br />V <br />a <br />�N <br />�W <br />z -8 <br />0 <br />LL <br />� <br />C17 <br />U <br />0 <br />3 <br />to <br />W o <br />c <br />W l0 <br />U <br />• <br />CD <br />M <br />= <br />O <br />� <br />zo <br />wR <br />s° <br />g <br />-air <br />zo <br />E $ <br /><0 <br />R c�i <br />0 <br />Z <br />N (a <br />Qa <br />�� <br />o <br />� <br />N C <br />tz <br />wTE <br />N O <br />� <br />> <br />a <br />� <br />ww <br />V <br />�W <br />W <br />g <br />15I4 <br />La <br />>M <br />J <br />O <br />m <br />m <br />0 <br />L <br />O <br />Cr <br />I1 <br />(%� <br />`+ + DC"I <br />'T^ <br />v� <br />O <br />� <br />CD <br />O <br />0) <br />Lo <br />N <br />Q <br />N <br />r <br />T <br />ui <br />m <br />T <br />t_V <br />H CV <br />o <br />Z <br />z <br />E O <br />E <br />c <br />a <br />0 a <br />Q t7 <br />J <br />JOB <br />NO: <br />22-02351 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />