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, <br />. a <br />_• �: <br />° <br />�'� a <br />.° <br />w, It <br />, <br />° <br />'° <br />b. <br />-ciz-cr-c-cnS.S.SSTs <br />s, r <br />If <br />r <br />I IV L <br />o <br />♦ v� <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 />U.N.O. <br />"Alternate: <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 />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 />z <br />O <br />z <br />O <br />z <br />O <br />0 <br />z <br />D <br />0 <br />tL <br />O <br />r; <br />ao <br />v <br />0 <br />io <br />4 <br />v <br />0 <br />(o <br />0 <br />12'-0" 1 T-0" <br />T-5" 5'-2" T-5" 11'-8" ,V-4" <br />2'-6" x 2'-6" x <br />AC PAD L TYP. @ #5's E.W.) <br />S3 PORCH <br />■ II■ ■ ■ <br />I �INDICAT S FILLED CELL I ,-q� w <br />1 w/3000 T1 CONC. GROUT I O <br />FROM FTR. TO BEAM w/ (1) I #5 - j 00 I REBAR ERT. ABOVE SLAB. I U <br />TYPICAL@ ALL PLACES I ■ <br />6-10" <br />ISHOWN. HOOKED FTG <br />I DOWEL w/ 17" EMBEDMENT I 4 <br />w/ 25" EXT. ABOVE SLAB. 1 <br />GRADE 0 STEEL <br />I <br />_ I C.J. _ <br />■ ML jM ■ <br />I HVAC CHASE <br />BASED ON 311---- — — — ------I ■ <br />LOCATION PROVIDE 1 1/2" <br />M RECESS FOR SGD <br />I I S3 REFER TO MASONSI <br />■ I I I SCOPE FOR WIDTH.I <br />rllJml a <br />Lill I <br />■ I C.J. <br />S6 <br />TYP. @ T <br />TWO <br />STORY I 4'-1" 13'-8y" 13Y" MIN. 3000psi CONC. <br />SLAB FOR HERNANDO <br />(j COUNTY ONLY, 3Y2" MIN. <br />■ III 2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN 1 ■ <br />VAPOR BARRIER I <br />I I <br />_ I <br />GG TYP�I <br />S3 <br />■ L — C.J. — — — --�— M <br />II I I I <br />I I I I o <br />III I I I <br />■ III <br />`O' I <br />■ <br />1'-0' I I <br />(v 1 <br />■ <br />PLUMBING <br />STACK I GG <br />t _ <br />11'"r —1 , 13'-1" —I <br />STUB UP <br />TO 2ND <br />FLOOR <br />FOR A/C J <br />�I <br />�F- <br />C <br />w � I S3 <br />0 <br />�0� I w <br />>°m I ozw <br />■� � Q a <br />UJ <br />Q <br />O U <br />aW <br />w 1 <br />>w <br />■ I � <br />I U <br />CS <br />TYP. @ <br />SINGLE <br />STORY <br />■ <br />A I <br />S3 I <br />I <br />(2) #5 VERTS w/in <br />FILLED CELL <br />�Tl — — — — — — — — — — <br />1'-8" <br />16'-0" <br />19'-4" <br />I <br />PROVIDE <br />1/2" RECESS FOR <br />00 <br />(O <br />to <br />0 <br />F <br />FRONT DOOR <br />le 4"s <br />co <br />w 4 I <br />(n <br />TOP OF CONC./ <br />0 <br />PAVER TO BE 4" <br />BELOW FIN. FLR. I ■ <br />— <br />I <br />4'-4" <br />l'-4" <br />2'-6" x 2'-6" x <br />1,-0„ w/ (3) <br />— — I <br />let <br />0z0 <br />:r L <br />#5's E.W. <br />I <br />w <br />a <br />0 <br />-1 I <br />I <br />PJ 1 <br />S3 (2) #5 VERTS w/in <br />— FILLED CELL <br />S3 <br />■ TYP. @ <br />ENTRY <br />0 <br />F- <br />1'-8" <br />5'-8" <br />} z <br />OO <br />VJ z <br />O <br />w <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX 7' 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 <br />SCALE: Xa"=V-0" <br />>�o <br />N <br />O M <br />co <br />(z LL 0X. <br />L <br />r <br />Cc CCC'4 <br />(o <br />Z 0-0 N Y <br />cl) O <br />a.+ <br />N <br />Q O <br />O <br />4 CC <br />C c <br />( U) O O <br />O G U <br />O UU <br />1� <br />+Q <br />' <br />•�� g'(� ,�,mayI <br />F L 4 <br />c <br />OFF <br />S•S1ON <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 S <br />E r <br />c8 <br />o <br />N ��, LL <br />Loqa <br />0 •9 ;c, � � st ", w <br />v � a <br />d1 J)Mv� LL a � <br />a LL LL a 0 <br />Z Z m13 OF <br />S <br />.e O J <br />m <br />�04Z <br />W -j <br />cj IL <br />M Z � IL <br />ILW <br />= N O 6 53 in <br />O❑0 <br />(ID or V <br />Z � <br />Z <br />z <br />Q _ <br />Cl- <br />1- U) <br />N L <br />G <br />� N LL <br />0 <br />� <br />N <br />rz <br />° <br />Q Y <br />T <br />N <br />M <br />w <br />`l C¢ <br />E <br />QW <br />o° <br />QZ <br />Z0 <br />cu <br />F- <br />6° <br />g YU <br />°6 <br />p ¢°¢ <br />Z <br />8 E <br />�V <br />d L <br />12 <br />¢W pp <br />1z <br />CO C <br />c <br />a p <br />z <br />J <br />iw <br />WC <br />T <br />w <br />¢ 3 <br />w <br />I <br />g <br />Nu <br />ww <br />i <br />� <br />ala <br />op=k <br />U 3 <br />0 CO <br />InaJ <br />= <br />> CM <br />0 <br />rn <br />m <br />U <br />L <br />�' <br />� <br />N <br />T <br />qq• <br />a. <br />U coc0 <br />0 <br />O <br />0) <br />� <br />N <br />Q N <br />T <br />'— <br />�; <br />N <br />Lfi N <br />c <br />Z <br />E N <br />C <br />a <br />U ¢ o <br />JOB <br />NO: 22-02371 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />