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WWF 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 />• <br />.. •. <br />LU <br />Z <br />J <br />n- <br />LU <br />cn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />n <br />, <br />, <br />, <br />, <br />r <br />, <br />, <br />, <br />I <br />1 <br />f <br />. <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />"�- <br />U.N.O. <br />�• <br />r e • ;.' ; ,' '�_ <br />*"Alternate: <br />' <br />The reinf. bars shall be <br />f,. • �; ,: • �r.;, ��,;; <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" = 1'-0" <br />25'-0" <br />13'-4" 10'-0" 1 _g <br />7'-4" ,1'4" <br />2'-0" x 2'-0" x V-0" L 2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. S3 W/ (3) #5's E.W. <br />A 2K7� IQ TYP. <br />k id �116113(1 bald <br />j I Am ' <br />(:�SF]j <br />o I <br />q 5'-2" 3'-10" 11'-4" 6'-8" 1'-411 2'-0" o <br />- 4'-8" zo <br />00 <br />AC PAD j M I -4„ j 1 -4 <br />II ALT II II <br />— — — — — — — — — — — — — — — — — — <br />AC PAD j i I,�----------- TYP. @ -- I I <br />PROVIDE 1-1/2" RECESS <br />I <br />HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFE I <br />■ jlll BASED ON <br />LOCATION I TO MASON'S S OPE j '- <br />FOR WIDTH I <br />0 1 I1 o I <br />r I <br />c%� I I I INDICATES FILLED CELL d T ■ <br />vl-A11 W/3000 PSI CONC. GROUT <br />11111 FROM FTR. TO BEAM I <br />1#5 REBAR_VERT. _ _ C.J. <br />11 ABOVE SLAB. TYPICAL S6 <br />1111 @ ALL PLACES SHOWN I I 00 <br />(HOOKED FTG. DOWELS 17" + TYP. @ <br />I � <br />L" I ('EMBEDMENT W/ 25" 2 STORY <br />I I*XT. ABOVE SLAB "GRADE <br />15TEEL" I I ij j 1 <br />11 I I--J I <br />■ I 11 III a ■ <br />I P <br />11 II <br />11 I Elin Y ¢ LJ <br />I 1 1 I I � <br />00 13%2" MIN)000 PSI CONC. SLAB III <br />M C° FOR HERNANDO COUNTY ONLY <br />131/2" MIN. ��00 PSI CONC. SLAB OVER I Cn <br />6 MIL VISQWEEN VAPOR BARRIER C J I ■ <br />I 1 15'-4" 5'-3" 2 -5" 12' 0" PLUMBING LINE TO <br />■ I I I I SECOND FLOOR _ o <br />i:J�I '0'-0"ELEV. <br />FtI <br />co I IN CONC. SLAB r=— --- -- <br />I 11 I o ■ <br />o I 11 <br />11 <br />d -0 x3r -0,� x1, -0 1 2'-0"X2'-0"x1'-0" I o <br />W/ (4) #5 E.W. I 1 14'-5" W/ (3) #5 E.W. 10'-7 112" i0 <br />0 <br />T I I -co <br />■ <br />Ch---_--- —----------------- 00 <br />■ I °° <br />4" STEP 3 1/2 <br />S6 ILA DOWN C I 0° 1 <br />ih <br />Oo j 6'-4" 10�� MIN. S3 1 '-10" <br />10 TYP. @ <br />2 STORY I--------- -- K 0 1 <br />•P OF • <br />., ■ TO BE , <br />•. . <br />BELOW' <br />I <br />Q <br />• • <br />ENTRY <br />i <br />QQT�� <br />r <br />3'-O"x5'-O"xl -O"j <br />• i <br />6'-4" <br />BUILDER TO PROVID <br />w APPLIANCE PROTECTIONL-n <br />I p I WHEN REQUIRED PER FBC <br />I I J � <br />(Al U I <br />9'4" 9'-4" I <br />I ■ <br />■ —t— _ C.J. — — —I-- <br />I b I <br />I N I <br />I o <br />I I Ed <br />12'-6"x2'-6"x1'-0" I j TYP. @ ;n <br />I W/ (3) #5 E.W. SINGLE r <br />I STORY <br />(2) # VERTICALS i� ■ <br />I WAN FILLED CELL I ■ q <br />I S3 <br />I I <br />I q I <br />S3 I S3 HB _9 <br />Ln <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 />z0 <br />O~ <br />U) <br />LL <br />• ti ■ .I J <br />Sip 0 S 202Z <br />16-8"41 <br />18'-8" T le <br />25'-0" VIRTUAL <br />Virtual <br />Plans Rev't v G(A11,_ ..,-d arA I+.jved <br />for corrtpiiance with 0'e 2-U^0 7th <br />Edition by Debra Ini le Klahr PX2300 <br />FOUNDATION PLAN — ELEV—B <br />SCALE: %4"=1'-0" <br />lfitt6,o��, <br />�����`Et11�Bjr61! <br />Z. <br />r e <br />e <br />01 <br />f=LU° <br />•� <br />33L3¢ I <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 2020 Florida Building Code - <br />Residential 7th 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 />W <br />Q <br />C) <br />r, <br />vEE <br />N N 00_j <br />0 <br />N <br />0 <br />0)0 <br />W to 4k Li-W <br />r�� LUa. <br />� � LL a. <br />o <br />Z <br />om 0o <br />.m�I <br />(0 N ri J <br />In <br />��pjO' a ¢IN a <br />a <br />Z <br />N M z C y O <br />U y U <br />Z <br />0 <br />W <br />�1:1 El <br />z N M <br />o g <br />z <br />Z � <br />Q V <br />J <br />CL � <br />I� <br />V) <br />N <br />M <br />z a <br />� <br />MOM <br />� <br />o <br />+-j <br />�6 <br />u, <br />w <br />� <br />U <br />0 <br />NC2, <br />!� o <br />N <br />R <br />WID <br />L (J <br />o <br />c o <br />■ <br />�® <br />o <br />w <br />M <br />M <br />¢ <br />Z <br />Q <br />E <br />E o <br />wo <br />LL <br />w <br />> <br />¢s <br />Z® <br />oa <br />F— <br />Xo <br />�o <br />L)0 <br />0 <br />z <br />C <br />O C <br />N � <br />i <br />aF <br />z <br />�o <br /><z <br />d z <br />ire <br />� <br />ra <br />C <br />_ C <br />=r <br />"m <br />m� <br />o <br />oz <br />z� <br />z <br />a� <br /><w <br />� <br />z <br />`r%, <br />N <br />�• <br />o< <br />Z <br />SZ <br />W <br />C <br />a <br />w <br />= <br />ao <br />i3LL <br />�k <br />Jco <br />O <br />¢Y <br />�0 <br />� 0 <br />rw <br />w <br />zI< <br />a <br />3 <br />O <br />i <br />L / <br />O� <br />i� <br />O <br />CO <br />CN <br />:3Cr <br />r <br />T <br />� <br />U <br />) <br />~ <br />m <br />� <br />O <br />� <br />-0 <br />N <br />O <br />LO <br />r <br />Q <br />N <br />r <br />ai <br />E <br />N <br />N <br />o <br />Z <br />Z <br />E <br />vi <br />d <br />o <br />U J <br />Q <br />J <br />JOB <br />NO: <br />22-02366 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />