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„ ..,"., �.� •. �., � _, ,men_r�na•�s���mna=�-*+one"�i.��ai,�.; .,.�,.. �� .,.�i�ll^utgr.n 11llt�1111�'11'1�. �.,i,i.-1” If, .,1,1r.1�„ql,�, .,. "_;�,�� �l ,�M1�,hq�; .,,. , ., i. �II �� I <br />�. - "i� <br />� w <br />i <br />K 114 _"�V.NL:_ _Y►___`•l`."I�+1�_ Y'A6�►1 � <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 />c <br />oc <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 />LU Q <br />a Cf.) J <br />4 & <br />Is <br />CONTROL JOINT DETAIL <br />OC <br />d <br />v <br />1,A,-n,, <br />i6Alu <br />3'-5" 5'-2" <br />T-5" <br />04 <br />2-6" x 2'-6" x <br />1'-0" w/ (3) <br />95's E.W. <br />TYP. @ L <br />AC PAD <br />PORCH S3 <br />----- <br />--- ■ <br />■ <br />■II <br />■ <br />w CD)I <br />INDICATES FILLED C LL <br />w/3000 PSI CONC. GTOUT <br />I <br />20 <br />T <br />FROM FTR. TO BEAM <br />0 <br />9 <br />I <br />U <br />I <br />■ <br />I REBAR VERT. ABOV SLAB. <br />I I I <br />00 <br />5'-10, <br />6'-10" 4" <br />I TYPICAL @ ALL PLA ES <br />co <br />I SHOWN. HOOKED FIG <br />DO / EMBEDMENT <br />1 1 <br />o <br />I 25" EXT. 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SLAB <br />OVER 6 MIL VISQUEEN <br />III <br />■ <br />I <br />VAPOR BARRIER --/ <br />I <br />I <br />— <br />— <br />— LLij <br />d <br />TYP GG <br />I <br />S3 <br />— <br />— _ C.J. <br />_ <br />■ <br />I <br />O I <br />I I <br />I <br />I I <br />III <br />o <br />(V <br />Co <br />I <br />I <br />i it I <br />o <br />I <br />■ <br />■ <br />I <br />I <br />( <br />o L- J <br />1'-0" 7-3„ I <br />q <br />I <br />I <br />LO <br />I I <br />�--- <br />■ <br />— <br />PLUMBING <br />I <br />GG <br />STACK <br />C.J. <br />= S3 <br />_ <br />I 2'-6" x 2'-6" x <br />_ _ <br />T-0" <br />Fb — 13'-1" <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 />II <br />r l l l l l l l l l l l l l l <br />I <br />— — —$, — <br />K 31 /2" <br />C <br />S3 <br />S3 <br />w <br />I <br />I <br />I <br />wZ <br />o <br />■ <br />■ ■■ 9 <br />179" <br />I <br />2OW <br />wq0 <br />1I'-6" <br />3'-11" 3, „I <br />Z z I <br />w VO <br />N <br />PROVIDE 1/2" X 9 <br />Q <br />> m <br />■ <br />I [1-4" <br />1/2" RECESS FOR <br />FRONT DOOR <br />¢ a I �■ <br />Up Q j <br />�t <br />9 <br />TOP OF CONC./ PAVER TO <br />J <br />- - <br />O 60 <br />I <br />BE 4" BELOW FIN. FLR. <br />�`- M <br />I <br />w-j <br />— J <br />> w I <br />OPT. <br />r <br />■ I <br />U <br />I <br />I <br />■ <br />TANKLES <br />GAS W H <br />2'-6" <br />x 2'-6" x <br />1'-4" <br />4'-4" <br />oCN C.J. <br />1'-O" <br />w/ (3) <br />_L <br />oo I <br />— — <br />— <br />— <br />I <br />#5's <br />E.W. <br />L <br />d- <br />TYP. @ ■ I <br />I <br />■ <br />ENTRY <br />w <br />0 <br />I <br />A <br />o <br />U I <br />S3 <br />OPT. GAS <br />I <br />STUB OUT <br />TYP. @ <br />SINGLE <br />o i <br />J <br />I <br />i <br />STORY <br />o <br />(2) #5 VERTS w/in S3 (2) #5 VERTS w/in I <br />HB - <br />FILLED CELL <br />v <br />FILLED CELL <br />o <br />— — — — — — — <br />— — — — — — — — <br />— — <br />o `r <br />M <br />■ <br />■ <br />IN <br />16'-0" <br />V-8" <br />19'4" <br />5'-8" <br />0 <br />co <br />Op <br />wo <br />J Z <br />0::) <br />z <br />U)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-13 <br />SCALE: Y4"=V-0" <br />V Ce) <br />C.m X <br />U- <br />N <br />7 -C <br />a CU <br />C® <br />3 <br />- L <br />( <br />:J M (n O 0 <br />0LL" <br />' <br />�\ ��,i,eo�u►Itrrta,��,,, <br />SRO <br />�2 • <br />-: <br />cat <br />0. <br />°• J V <br />r <br />0i:- <br />S SiONr���\���� <br />111101111011R\0� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W OTE ro-O <br />O MN 8 N 0 # <br />N m J <br />O � O J LL <br />0 <br />a <br />mNo� LL (L <br />Y <br />aajm'! <br />LL L a u <br />J <br />z _ b Z 1 Y <br />Z o <br />13 <br />E- " O w <br />�. <br />C0m <br />I W -J <br />m Q a <br />, —c; <br />"Z <br />IL <br />ILW <br />N M Z W O O <br />U v -jU) <br />Z O <br />❑ ❑ ❑ <br />V M � <br />O � <br />O <br />z � <br />z O rid <br />J <br />d � <br />M <br />N z <br />v o <br />u- <br />fQ ,,, W <br />0 , , , o <br />(n i= N <br />N cf. <br />w. <br />U <br />� <br />— 8 <br />t <br />=I9 <br />U o <br />o20 <br />W <br />M <br />Nz <br />oS <br />z <br />Z <br />< <br />ILL <br />cd-EQ <br />v5. <br />�� <br />s� <br />> <br />¢s <br />® <br />E o <br />z <br />I— <br />Xo <br />U <br />a F <br />000 <br />Q <br />O <br />i <br />¢ <br />az <br />L <br />to <br />o <br />Y <br />U <br />m <br />p <br />Z <br />Oz <br />z <br />U <br />N m <br />F <br />6 W <br />N 3:o� <br />Z <br />ao <br />�w <br />7�+ .��` <br />U <br />wg <br />o a <br />c=�z <br />Sk <br />r— <br />r <br />o <br />z <br />w <br />�F <br />>O <br />Mjcfl <br />za <br />a <br />°3 <br />2 O <br />vo <br />�} <br />V <br />m <br />m <br />U' <br />L <br />O <br />Q <br />Y <br />'' ^r <br />VJ m <br />� <br />a--+ <br />O <br />N <br />Lo <br />N <br />Q <br />ai <br />m <br />C`N <br />� C w N <br />o <br />Z <br />Z <br />E r cn <br />co <br />a <br />U Q p <br />JOB <br />NO: 22-02360 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />