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pn <br />n <br />V9 n v <br />n <br />nsv <br />n v <br />e° <br />n v v <br />vn' <br />n <br />n <br />- <br />n v <br />vv:n�v vv:e�v vv:n�.vv:n�v vv:n�v vv� <br />45 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 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 />LLJ <br />LLl J <br />4 11 <br />CONTROL JOINT DETAIL <br />G WAU <br />1 9,_n" <br />V-4" <br />11'-8" <br />T-5" U-2" <br />T-5" <br />2'-6" x 2-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />TYP. @ L <br />AC PAD <br />PORCH S3 <br />f <br />■ <br />■ <br />■I I <br />■ <br />W 9 <br />--- <br />I INDICATES FILLED C LL <br />1 <br />F <br />0 T <br />I w13000 PSI CONC. GF�OUT <br />I <br />T <br />FROM FTR. TO BEAD( w/ (1) #5 <br />I <br />I <br />0 <br />IU <br />■ <br />REBAR VERT. ABOVE: SLAB. <br />I I <br />F <br />00 <br />5'-10" <br />6-10" 4" <br />I TYPICAL @ ALL PLA ES <br />SHOWN. HOOKED F1 G <br />DO EE/ENT <br />I I <br />o <br />I 5XT. ABOVE S AB. <br />v <br />I GRADE 40 STEEL <br />I <br />— C.J. — <br />■ ■ ■ ■ <br />00 <br />_ <br />I <br />:- <br />HVAC CHA E <br />00 <br />■ <br />(PROVIDE <br />3=1" BASED ON <br />1 1!2" <br />IRECESS FOR SGD <br />M <br />LOCATION <br />IREFER TO MASONS <br />S3 <br />�� I <br />- <br />I <br />I I I <br />■ <br />co <br />SCOPE FOR WIDTH. <br />co <br />� <br />III <br />■ <br />I I <br />CD <br />I <br />� <br />p <br />0 I <br />I <br />I <br />C.J. <br />F. 7 <br />I <br />I Ia. <br />I <br />S6 <br />TYP. @ <br />I <br />I <br />TWO <br />3Y2" MIN. 3000psi CONC. <br />T-8Y" I <br />4'-1" <br />STORY <br />10 <br />SLAB FOR HERNANDO <br />COUNTY ONLY. 3Y2' MIN <br />■ <br />i <br />I <br />2500psi CONC. SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />VAPOR BARRIER <br />00 <br />— <br />v <br />I <br />i <br />F— <br />IU <br />d <br />Np <br />I <br />S3 <br />S3 <br />— <br />— _ C.J. <br />— <br />■ <br />I <br />l i <br />III <br />N <br />I <br />I <br />in <br />I <br />I III <br />o <br />I <br />i <br />I I <br />■ <br />■ <br />I <br />C? <br />7.-3" I <br />v <br />N — — — <br />� <br />— — <br />O <br />I I <br />■ <br />PLUMBING <br />GG <br />I I <br />STACK <br />C.J. <br />_ S3 <br />2'-6" x 2'-6" x <br />T_0" <br />_ <br />13'-1" <br />10 <br />V-0" w/ (3) <br />STUB UP <br />#5's E.W. <br />I <br />TO 2ND <br />FLOOR <br />_ — — — — — <br />— <br />FOR A/C <br />O <br />I I I I I I I 1 1 1 1 1 1 1 1 1 1 <br />—b' <br />3 1 /2" <br />C <br />I <br />= <br />w <br />S3 <br />S3 <br />■ <br />I <br />■ ■■ 9„I <br />179" <br />I <br />I <br />Uj <br />�0W <br />1I'-6" <br />3'-11" N <br />I PROVIDE 1/2" X 9 <br />I <br />o <br />> m <br />■ <br />1/2" RECESS FOR <br />a <br />¢ a- <br />■ <br />00 <br />I <br />4" <br />FRONT DOOR <br />p Q <br />(� <br />a o <br />TOP OF CONC./ PAVER TO <br />-� <br />I <br />z <br />0--v I <br />��M <br />BE 4" BELOW FIN. FLR, <br />U <br />�� <br />I <br />wJ <br />t <br />> W I <br />I <br />2-6" <br />x 2'-6" x <br />11.-4 <br />4'4" <br />C.J. <br />1'-0" <br />w/ (3) <br />oo I <br />— <br />— <br />I <br />0r <br />#5's <br />E.W. <br />L <br />S3 <br />I <br />o <br />I <br />I <br />TYP. @ ■ I <br />I <br />■ <br />ENTRY <br />W <br />0 <br />I <br />A <br />u-1jj I <br />s3 <br />I <br />TYP. @ <br />SINGLE <br />J I <br />I <br />STORY <br />(2) #5 VERTS w/in S3 (2) #5 VERTS Win I <br />HB <br />vFILLFILLED CELL <br />ED CELL <br />— — — — — — — <br />— — — — — — — — <br />— — <br />16'-0" <br />1'-8" <br />19'4" <br />5'-8" <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 />O <br />Cn <br />LL <br />J <br />z <br />U) <br />MONOLITHIC FOUNDATION <br />SCALE: Y4'=V-0" <br />0 <br />c•a <br />C <br />(%4 <br />-c <br />o <br />Cn <br />o <br />fl-R C') <br />c <br />� X <br />thto <br />vy a• o <br />�Y0-4 <br />0V: <br />EL <br />n> . c <br />tcc <br />o a, u e� <br />} ai A p <br />� E <br />� o <br />�o <br />oz <br />,tie <br />P <br />r <br />•. <br />O� <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 <br />Code - <br />Residential 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 />W �E <br />, W <br />0 co <br />N 10 <br />��ai <br />M z <br />�= <br />#C <br />LL LL Z <br />W� <br />Z CO C� rho <br />C103 <br />N N � <br />�o <br />O <br />W 1-- <br />�2p <br />m <br />Z Mul <br />Z <br />N <br />F <br />F <br />O <br />Z O U <br />U <br />W <br />011 <br />Z N o <br />o <br />z � � <br />Z r= <br />J <br />11 � <br />r` <br />� z <br />LL <br />CI') <br />LU <br />O <br />N y <br />to <br />C <br />wigLU <br />L <br />r � <br />U i; N <br />¢ <br />• <br />N <br />e� <br />o <br />co <br />w <br />m <br />z <br />o <br />z <br />LL <br />Q E <br />wo <br />>� <br />Q <br />tz - <br />oa <br />w� <br />I- <br />o E <br />XO <br />O¢ <br />ao <br />0UU <br />0� <br />0Z <br />O <br />N <br />Wz <br />o <br />`� <br />wz <br />�� <br />r'a <br />ci C <br />mo <br />ZE <br />- <br />Wo <br />az <br />31 <br />fl- <br />o� <br />O< <br />o <br />U <br />az <br />m w <br />W <br />wLL <br />z <br />�~ <br />c O <br />0 <br />d' <br />M <br />N <br />L.J.. <br />m <br />v <br />c9 <br />00 <br />`VALA <br />T <br />d- <br />� r <br />r <br />Q <br />CT Y <br />' <br />VJ m <br />L0 <br />a"r <br />O <br />o <br />N <br />LO <br />0 <br />© <br />N <br />Q N <br />�— <br />ai <br />m <br />N <br />E 00 L i <br />0 <br />Z <br />z <br />vi <br />E T <br />`m <br />c ca <br />ITT <br />U -j Q p <br />J <br />JOB <br />NO: 22-06454 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />