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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 />= v <br />w <br />LL, <br />z <br />2i <br />W <br />0- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <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 />'he reinf. bars shall be <br />;ont. around corner by cold <br />lending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL - <br />0 <br />4'-8" <br />SCALE: 3/4" = 1'-0" AC PAD <br />I I ALT I I <br />IT I IAC PAD I I <br />00 <br />CD <br />M <br />0 <br />LO o <br />Cl) <br />0 <br />60 <br />v <br />C) <br />C'7 <br />00 <br />J <br />S6 <br />TYP. @ <br />2 STORY <br />TOP OF CONC./ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />TYP. @ <br />z ENTRY <br />0 N <br />beg <br />z Ir <br />�0 <br />0 U) _ <br />0 0 3'-0"x5'-0"x1'-0"- <br />LL <br />'- Ln W/ #5 @ 8" O.C. <br />E.W. <br />25'-0" <br />13'-4" _ <br />1-4" <br />2'-0" x 2'-0" x V-0" <br />W/ (3) #5's E.W. <br />5-2" 3'-10" <br />10'-0" <br />T 4" <br />L <br />TYP.` <br />0 1 <br />o� <br />to 6r_prr <br />• j l ■� �■ I • • • <br />11 <br />11 <br />1'-4" <br />1'-8" <br />----------- - - - - - - ---{ <br />1p TYP. @J PROVIDE 1-1/2" RECESSI <br />1�11 HVAC CHASE 2 STORY S6 FOR SGD DOO . REFE <br />III LOCATIOND ON <br />TO MASON'S SCOPE j <br />III I FOR WIDTH I <br />111 I <br />INDICATES FILLED CELL r <br />1 1 W/3000 PSI CONC. GROUT I T 1 <br />II II FROM FTR. TO BEAM <br />1 I W/ 1#5 REBAR_VERT. _ _ C.J. <br />I 1 ABOVE SLAB. TYPICAL <br />Illl @ ALL PLACES SHOWN I I <br />I (HOOKED FTG. DOWELS 17" <br />'EMBEDMENT W/ 25" - - <br />�I <br />I II�XT. ABOVE SLAB "GRADE 40 I I n I <br />(STEEL" I I Ij j I <br />■ I 11 III � • - <br />11 II❑ LLJ I <br />11 I I <br />I I1 I I I n a LJ <br />11 Ill J <br />3%2" MIN)000 PSI CONC. SLAB III I <br />FOR HERNANDO COUNTY ONLY <br />1 3%Z" MIN. ��00 PSI CONC. SLAB OVER I 1 1 Ln 1 <br />16 MIL VISQQEEN VAPOR BARRIER <br />C.J. <br />1- II 11 15'-4rr 5r_3 <br />1 <br />21 5" i 2r10rr <br />• I <br />_ w <br />10'-0" ELEV. _ J <br />I 1FtIN CONC. SLAB L- — ---T-- <br />I 11 I o • - <br />� <br />*-0"x3'-0"x1'-0rr 111 <br />2'-0"x2'-0"x1'-0" I <br />W/ (4) #5 E.W. 1Xi'-5"4W/ (3) #5 E.W. CD10'-7 1/2" <br />------- - - - - - - - - - - - - - - - - - <br />I 4" P <br />6'-4" <br />r-- <br />RECESS FOR FRT. <br />I PROVIDE 1/2" x 91) <br />I -4" <br />I <br />I OO _•I <br />*2n - <br />1'4,4„ 1, C:)�!'TT�l7l \� <br />CV <br />N <br />S3 Ln <br />6'-4" <br />STE 3 1/2 _ <br />DOWN C I M <br />„ MIN. <br />L _ K 3k U 1 <br />I S3 I 3j_0rr <br />BUILDER TO PROVID <br />w APPLIANCE PROTECTION <br />I p I WHEN REQUIRED PER FBa <br />1 _J - I <br />1 to A I <br />9'-4" 9'-4" <br />--1-- - C.J. - - -�— <br />I N I <br />I <br />I <br />I <br />2'-6"x2'-6"x1'-0" I I <br />I W/ (3) #5 E.W. <br />I <br />rj (2 # VERTICALS <br />) L , <br />I W/IN FILLED CELL I <br />I I <br />I q J I <br />S3 1 <br />S3 <br />L— ------ — — — — — — ---—•-------- - <br />• <br />25'-0" <br />18'-8" <br />2'-O" x 2'-O" x V-0" <br />W/ (3) #5's E.W. <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 />0 <br />J <br />TYP. @ <br />2 STORY <br />PLUMBING LINE TO <br />SECOND FLOOR - <br />v <br />;t Lr) <br />0 <br />C� <br />C•i <br />IT <br />0 <br />z <br />O <br />TYP. @ <br />Cn <br />SINGLE '- <br />0 <br />N <br />STORY <br />C7 >- <br />A <br />S3 <br />O <br />0U) <br />O1 <br />HB <br />q <br />r <br />C7 <br />FOUNDATION PLAN-B <br />SCALE: Y4=1'-0" <br />sell <br />seat <br />am <br />C%4 <br />C : <br />ow <br />i� <br />v cam. o <br />ca. <br />>< <br />C1. <br />�' =CN <br />N s� <br />= <br />c <br />!L <br />3 <br />3 y <br />CD u <br />c E <br />r o <br />•��,��99S6�tASFrr�p <br />�� <br />0 f fV ,o�'z , <br />F W 1 <br />` <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 <br />Building Code - <br />Residential 7th Edition. Engineer's <br />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 />I• <br />a <br />E <br />8 <br />V <br />N 0 <br />N c m n <br />J <br />Q <br />jC <br />J LL W <br />N LL <br />� uJ a <br />o' <br />Z <br />ram°' <br />o <br />" <br />i W <br />j M 04 <br />ZLr) <br />02on <br />m Z d J <br />(� <br />J <br />N Q K O <br />U <br />Z <br />v ti <br />W <br />❑❑ <br />z <br />z N M <br />O 00 <br />z r= <br />eC � <br />rz � <br />z v <br />U o <br />U- <br />C� <br />U- <br />0-, <br />O <br />1,1 <br />(U <br />C <br />U c <br />W J <br />o "'• <br />_ a <br />I <br />S <br />= a-, <br />c-> <br />m <br />N M <br />a <br />I� <br />r~ <br />co <br />co <br />co <br />m 2 <br />o s <br />Z <br />a <br />� <br />c6 E <br />O <br />E <br />wa <br />>N <br />Z® <br />oa <br />U <br />(6 <br />F— 0 <br />0. <br />° <br />pQ <br />U p <br />�U <br />0< <br />O E <br />wz <br />Wz <br />N <br />Sa L <br />U <br />¢ ❑ <br />W <br />W <br />(6 <br />C/ <br />$Z Z <br />0< <br />U <br />m <br />° <br />°- <br />Z <br />Qz <br />z <br />N <br />op <br />z <br />58 <br />� <br />W LL <br />a <br />mw <br />co <br />a� <br />�O <br />,o <br />= <br />;n <br />> I.n <br />Om <br />� <br />E <br />0 <br />r <br />^ <br />T- <br />C3- Y <br />r <br />LL <br />o <br />N <br />L0 <br />O <br />CO <br />cal <br />N <br />U) <br />r <br />Q <br />^ <br />T <br />E <br />04 <br />d <br />z <br />E <br />m <br />a <br />E <br />0 -j <br />¢ o <br />C <br />� <br />JOB <br />NO: <br />22-08306 <br />SCALE : <br />AS NOTED <br />SHEEP' NO. <br />5 <br />