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46'-0" <br />6-0" <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />5' <br />2'-6" x 2-6" x 1'-( <br />W/ (3) #5'S E.W. <br />7'- <br />H.B.t <br />I <br />•_2" <br />1 <br />. <br />N <br />I <br />I <br />23'*_ <br />I <br />I <br />— — — 1 <br />(2) #5 VERTICAL <br />■' <br />r 1: <br />I <br />BARS <br />OPT. D I QPT. VJ1 <br />TYP @ 1 STORY <br />I <br />t = — <br />_ T ^ = _ . �.. 3_ <br />— <br />- 3 1/2" <br />SLOPE I <br />U.N.O. <br />I r <br />T — <br />II <br />U? <br />A <br />r <br />I <br />I <br />F <br />T <br />I + CJ <br />— <br />I <br />I I <br />—�I <br />CJ I <br />■ I INDICATES FILLED CELL w/ 3000 PSI <br />I— CHASE TO <br />`O <br />CONC. GROUT FROM FT. TO BEAM <br />I I ISLAND . , , , , , I ' ' <br />I I <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION to J <br />W/ 1 #5 REBAR VERT ABOVE SLAB <br />TYP @ ALL PLACES SHOWN I <br />HOOKED FTG. DOWELS 5" EMBED <br />I I KITCHEN ISLAND <br />I I — _LOW WALLS I :: <br />fc- 1 <br />K <br />S3 <br />WHEN REQUIRED PER FBC S3 <br />EDGE OF SLAB 2" <br />( 25- ABOVE SLAB' GRADE 40 <br />i I i i I ; <br />BEYOND WALL I <br />. <br />r <br />4 -0 �• <br />ST/EEL'EXT. <br />25'-6" <br />" <br />: <br />20 -6' <br />x w <br />� <br />STEPS AS <br />REQUIRED <br />II Ir'a�la <br />I 11 <br />I( I 1I <br />Fr" <br />-7'-11" <br />(2) #5 VERTICAL <br />N <br />I aLJ9 <br />-- <br />BARS <br />M <br />FIELD <br />�1yIlox <br />, <br />I <br />CONDITIONS <br />PROVIDE 1 Y" RECESSI ILL J�I—n I <br />■; I FOR SGD. REFER TO I 11 ��=J—�\ <br />MASON'S SLOPE FOR iv I 1 I r — — -�h I ; ; W.H. <br />K <br />CC I <br />S3 <br />CC <br />S3 I <br />N <br />— <br />S3 <br />I <br />WIDTH <br />III D.W. III <br />( <br />I ��_� <br />■ <br />CJ I III :. <br />■ <br />_L — — — — —� ■ <br />-3 1 /2" <br />118" 8 - <br />/2" SL OPE , <br />31 <br />I <br />I 7'-1$" 4'-8" 1 <br />2'-6"x2-6"x1'-0" <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />W/ (3) #5 S E.W. PROVIDE Y2" x 9" <br />N <br />L `Cv <br />S3 <br />— — <br />I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />■ ; 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC.I PAVER TO BE V <br />I <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4' " <br />G 1 <br />7 <br />Io.- <br />lie 0. <br />17,-5j" ...... <br />36-6g"' <br />TYP @ 1 <br />'""' <br />j <br />2-6x2-6x1-0" <br />( <br />STORY U.N.O. <br />c <br />I W/ (3) #5'S E.W. <br />r <br />M <br />I — — — — — CJ <br />AH _ — — CJ — in <br />CV <br />_ — CJ — — — CJ <br />■ • / / <br />1 <br />10'-10$ r <br />' I HVAC CHASE / <br />/ <br />I <br />1 I <br />&O <br />T <br />BASED ON <br />I LOCATION / / % / / <br />I <br />:.'.' . '. '. '. '.: —Irr. ' = - <br />ll ll• <br />1 <br />ij ►� I I <br />11 <br />I <br />` <br />10 <br />// <br />/ / / <br />II I I' <br />noo <br />III '�' <br />•. ■ <br />I <br />■// // <br />/ <br />� <br />II II. <br />1 <br />17'-27g" <br />6 2'-9" 2'-8" 2'-11rIl 11• <br />II* �4 <br />^ <br />I L- -JI I <br />7j <br />l{ N <br />in <br />I <br />L---------- <br />— <br />Il---J1 <br />\ / / :77-• t <br />/ r� /r ` — <br />^/ ____71j <br />( I <br />------ �' -- -- <br />I <br />----j <br />rn <br />in <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />r <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 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 />0- <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 />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />,.�' 'a?,O WN,������ <br />rib <br />V N <br />lrF <br />4 <br />••" <br />L <br />0FES5 0 <br />>> <br />To the beat of the Engineers 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 />8 Q <br />N fA N J <br />O <br />CI <br />7 , J # 1 <br />(y� T * ccuLLWJ <br />LL <br />N N - W <br />awrn <br />a <br />Z <br />0 <br />0 <br />�LLIL <br />o o <br />a" <br />W <br />N tD m <br />P rn d o a <br />IL <br />pp O 0) <br />� i.NjZ V p J <br />Wdo <br />❑❑❑ <br />z <br />z <br />z <br />a _ <br />Ln <br />4-J <br />N <br />—� <br />O <br />N <br />c <br />C, <br />s� <br />N <br />�., E <br />c <br />COI. <br />�_o <br />Zz <br />Zj$j$ <br />C <br />J <br />NYV <br />O <br />Y 2 <br />W <br />g <br />0z <br />V <br />-) <br />La <br />CM <br />•' <br />o <br />CM <br />0) <br />as <br />m <br />0 <br />CO <br />..' <br />o <br />E o <br />d- <br />T <br />f0 0Q/�� <br />L,C) <br />,- <br />I M <br />� o <br />Y <br />M .- <br />E Q <br />C <br />(L <br />E <br />U <br />v a3 <br />Q p <br />c <br />J <br />JOB <br />NO: <br />20-8074 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />