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E <br />3 <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />2'-6" x 2-6" x 1'-( <br />W/ (3) #5'S E.W. <br />H.B.+ <br />t <br />3' <br />N <br />I <br />I <br />I <br />23'-6$'? <br />1'-1 4' <br />I <br />(2) #5 VERTICAL <br />■ ; <br />o 1 <br />I <br />BARS <br />+: <br />OPT, D I QPT. V_ f1 f <br />TYP @ 1 STORY <br />I I <br />t-- <br />--- �--;---•------= -rr-n - � <br />31/2" <br />�- <br />SLOPE7 I <br />i4 <br />U.N.Q. <br />r <br />Lf) <br />A <br />' <br />O <br />r; <br />53 <br />I . <br />—}— CJ <br />— <br />—I— CI J I <br />- <br />O <br />co <br />r <br />■ I INDICATES FILLED CELL w/ 3000 PSI <br />I CHASE TO <br />I ' ' <br />BUILDER TO PROVIDE <br />CONC. GROUT FROM FT. TO BEAM <br />I I ISLAND <br />APPLIANCE PROTECTION J <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ALL PLACES SHOWN <br />KITCHEN ISLAND <br />LOW WALLS <br />K <br />S3 <br />WHEN REQUIRED PER FBC S3 <br />HOOKED FTG. DOWELS 5" EMBED <br />_ - <br />Tc I <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I I I <br />EDGE OF SLAB 2" <br />BEYOND WALL I <br />o <br />-r <br />4'-0" <br />STEEL" 25'-6" <br />I 1 1 <br />20'-6' <br />x w <br />STEPS AS <br />(2) #5 VERTICAL <br />N <br />II r = 7a <br />I I I �illo <br />I <br />T-42' T-12" <br />REQUIRED <br />`� <br />I III L- JIII 3 <br />I <br />BARS <br />x F <br />PER FIELD <br />I II r �111x <br />I Y2" 1 <br />I <br />I <br />c <br />o <br />N 3 <br />CONDITIONS <br />PROVIDE 1 RECESS Illz <br />FOR SGD. REFER TO 20 I I IIL L <br />_ <br />K <br />CC <br />CC <br />- <br />O <br />r- <br />■ , I _JJI"' <br />MASON'S SLOPE FOR 1 r - - �h <br />�'� <br />WIDTH I III III I ' � <br />I D.W. III I : ; <br />//W.H. \ <br />! <br />S3 <br />S3 I <br />■ <br />S3 <br />— <br />— <br />G III <br />o <br />LO <br />- -i-- <br />iv <br />o <br />3 <br />LR <br />1 /2" SZD <br />-3 1 /2" <br />N <br />7'-18' 4_g <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2' 6"x2-6"x1'-0"� <br />W/ (3) #5'S E.W. PROVIDE %" x 9" I <br />iv <br />L N <br />— — <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />a. <br />23 <br />■ : I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />I <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />T-8" <br />4'- " <br />G I <br />10 <br />{ <br />01 <br />17'-58' <br />36-68" <br />so. <br />' <br />:I : <br />TYP @ 1 <br />2'-6"x2-6"x1'-O" I <br />I <br />STORY U.N.O. <br />o <br />I W/ (3) #5'S E.W. <br />ici <br />Cl)I <br />_ CJ <br />AHU - LO <br />_ - CJ — CJ <br />■ ( - <br />10' 108 <br />` ' I HVAC CHASE <br />1 I <br />zo <br />BASED ON <br />I LOCATION j � <br />...' . '. '. C; . T �— - <br />� I <br />11 ��lj } <br />I <br />- <br />o <br />`'' <br />ter• <br />rn <br />M <br />_ <br />I I 11 <br />r �j j N <br />C, ►} <br />0'-01, `■ <br />% 17'-2$' <br />2�_g�L. 2'-8� 2'-11$'II <br />H: CO <br />I L J} <br />} <br />41 <br />LO <br />------ —" -- -- <br />----J <br />H.B+ ( I I I ( I I NPO@ 1 STORY <br />S-8" L S-5g" L 2,_q., 1. 6'-0" �. 6'-0" �. 6'-0" �_ 3'-10" �. 4'-2" 1_ 3,_28 I- 2 -9g.. �. 6'-0" �. 6'-4" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />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 />w <br />w <br />z <br />—� �-�— <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-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 />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 />SCALE: 3/4" = V-0" <br />u <br />.aa. P L <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />cc <br />v E <br />/ co00 <br />O C U N N# <br />!+ J <br />0N �Ennr--b <br />-LLa <br />MMQ <br />Q W rn <br />Lu <br />Cau'•a a a <br />0�zo <br />Z @� <br />y°o ImIL <br />e O' a a <br />W U) <br />'1 L N ZOf 0 y <br />M U <br />N Q <br />W <br />U `n <br />z N I <br />z <br />z o <br />a <br />N <br />M <br />z <br />v1 U 0 <br />�N <br />' <br />w <br />T FE <br />u <br />- � <br />O W g <br />N <br />Ln <br />vea <br />W J <br />_ s <br />U a <br />®0 <br />• <br />em <br />o <br />co <br />w <br />zZ <br />co <br />M <br />_. <br />n <br />o ¢ <br />L.L <br />Q E <br />0 <br />z o <br />sLL <br />> N <br />Zo <br />(4 <br />- <br />o E <br />X U <br />a ¢ <br />o <br />OI— <br />g, <br />az <br />Nwoo <br />Como <br />wz <br />C <br />Y <br />z <br />>z <br />UCU <br />F <br />o i <br />zz <br />go <br />N <br />Q SSS <br />w� <br />a <br />mw <br />o <br />�w <br />aF <br />=3 <br />'o <br />� <br />V <br />ZI¢ <br />a <br />�U <br />>M <br />� <br />L <br />m <br />\ <br />m <br />co <br />M <br />O <br />^ <br />r <br />70 cCo No <br />r <br />Lo <br />n <br />r <br />r Cfl � <br />M rn w <br />T <br />T <br />ui <br />E <br />CM <br />o <br />Z <br />Z <br />C: <br />O y <br />ID <br />E ui <br />�6 <br />CL <br />0 o a m <br />U J Q 0 <br />m <br />J <br />JOB <br />NO: 20-6583 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />