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- 11 1 _ I I 1!1- 111, li 111l I - I <br />1 <br />V-6" <br />5'- <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />i� <br />VERIFY METER <br />LOCATION WITH <br />BUILDER + B <br />r --I I <br />■ ■ ■ <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ ■ <br />- <br />00 <br />......... ...................... <br />CO <br />VERIFY <br />LOCATION <br />(2) #5 REBAR <br />VERTICALS w/ in <br />PANEL <br />FILLED CELL I <br />ELECTRICAL <br />01-01, <br />35i-4" <br />20'-6" <br />�� <br />�� <br />I <br />c� <br />LO <br />I I <br />M <br />•• <br />I <br />I <br />I <br />K <br />S3 <br />o I <br />N <br />J <br />S3 <br />( <br />I <br />2174„ 4, 9" <br />4'-10" <br />I y <br />I <br />EDGE OF SLAB 2" : 1 <br />q <br />■ <br />—CJ <br />:: <br />GJ <br />: <br />BEYOND WALL —CJ <br />N5'-3" <br />ih <br />1-10 <br />3-6r' <br />.......... <br />O <br />CN <br />IL <br />(2) #5 REBAR <br />— <br />17- <br />VERTICALS w/ in <br />I <br />J <br />I;; <br />I OPT. WI 11 <br />OPT. D -3 <br />1!2" <br />c%) <br />FILLED CELL <br />2'-6"x2'-6' X1'-0" FTG G <br />W/ (3) #5 E.W. S3 <br />r 1 <br />_ �. <br />�.� �� <br />I L� J I <br />L - - - - J <br />I;; <br />L - - - _ <br />3'-5" <br />SLOPPY <br />7,-1„ <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />AHU <br />I <br />VERTICALS w/ in <br />I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />I <br />N <br />I <br />CC <br />FILLED CELL44"1 <br />U.N.O. A <br />S3 <br />ici <br />/ <br />I <br />S3 <br />S3 <br />o0 <br />CJM�,& <br />I <br />........... <br />25'-1 <br />9-5t2a <br />—O) <br />/ /2'-6"x2'-6"X1'-0" <br />FTG/W/ <br />(3) #5 E.W.L <br />INDICATES FILLED CELL w/ 3000 PSI <br />3-1/2" MIN 3000 PSI CONC./ / <br />SLAB FOR HERNANDO / / <br />PROVIDE'/2 x 9 %2" "' <br />i�, SLOPE I <br />S3 <br />7 <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY / i / <br />RECESS FOR FRT. DOOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PS) -(NC <br />TOP OF CONC./ PAVER TO BE <br />4'-0" I <br />4'4" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />SLAB OVER 6 "Il VISQUEEN <br />0'-0" <br />4" BELOW FIN. FLR. <br />■ <br />: ■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAFjR1�Ft <br />I • • ................................ <br />............ <br />' '....... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL" <br />// <br />: <br />... <br />-----,-----� <br />.... _ ........ .......... . <br />0 <br />4'-0" <br />16'-10" <br />12'-10" <br />o <br />T <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />: <br />I <br />( / j / <br />/ / KITCHEN ISLAND <br />I i/ LOW WALLS <br />nr ='= = --1; , <br />III I• • <br />III OPT, <br />I: : <br />: :::::::::::::::: <br />, , , <br />: , , <br />10'-104" : <br />I <br />, <br />CONDITIONS <br />LU <br />■' <br />C------ <br />/ <br />- -� <br />CJIII REF. <br />ICJ- <br />C.1 <br />CJ�}I <br />■ <br />1.. <br />- - - I — — — '�'—"— - <br />/i/ —1E _- -_--1----=-- ll1-= _- <br />PROVIDE 1 Y" RECESS / / - - - - CHASE TO ISLAND <br />- <br />- - - — <br />- - <br />li <br />i <br />- - - <br />TYP@1 <br />STORY U.N.O. <br />IF---�17---- <br />FOR SGD. REFER TO / <br />I <br />�r- ill <br />/ t <br />L <br />S3 <br />I I <br />MASON'S SLOPE FOR II <br />I <br />I Ilr <br />D.W. 1 HI II Ill I <br />:: <br />o' <br />: ; ''" <br />1 1 <br />' ' II t <br />A <V <br />- <br />r <br />N <br />oo <br />I <br />M WIDTH LL_ <br />_ ��I=JLJ�-- <br />:: <br />:: III <br />oo <br />S3 <br />LO <br />in <br />S3 / / <br />- - SINK / DISP <br />-3 1 /2" <br />/ <br />/ If <br />01-01, <br />AS- <br />o <br />i <br />AC PAD <br />HVAC CHASE <br />BASED ON <br />i / LOCATION <br />�!�----------�--- <br />�� `---i— +—--------- <br />---------i-- <br />I M <br />—1�--- 14---------� <br />61 <br />I <br />H.B+ <br />5'-4" 1, <br />A <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-10" <br />IMN <br />-10" L 2'-104" L 5'-11 <br />FOUNDATION PLAN MONO — ELEV—Al <br />SCALE: %4"=1'-0" <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 />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 />w Z <br />—�x xw <br />co a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />'_�.,irol+:;�,•�" <br />REINF. SEE FND. FOR <br />i'." <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 />cunt. 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 />CQ <br />C-j <br />N <br />.0 X <br />'6 O '- <br />C N S-- <br />3 <br />U_UN� <br />CJ N (y) <br />-CL Q <br />N <br />>CCC(- C <br />M N O O <br />L <br />�>a 0Uj <br />N <br />0 <br />N <br />CV <br />N <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 <br />Florida Building Code - <br />Residential An 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 <br />w <br />Q <br />�* E <br />Q J <br />v � <br />0 <br />N W C tD W <br />ID N a ro <br />°o ti <br />nat <br />5 rn m O <br />co O t1 <br />Q <br />co q <br />O J O W <br />U_ u <br />13 Z <br />� Of ta. <br />L N O d <br />v <br />3 <br />�Z O S <br />«"� 5 ,r O <br />U g T rn m W <br />= <br />LLW <br />0 z QoIz <br />Z <br />N O0 <br />L <br />W <br />5 <br />o00 <br />z � <br />Q <br />a cq <br />M <br />N <br />z M <br />� <br />U <br />Ow <br />$ <br />fC5 <br />•- <br />U <br />w m <br />01 <br />. <br />Q 0 <br />N <br />� m <br />o <br />w <br />M <br />M <br />J65 <br />¢ <br />0 <br />Z <br />< <br />M <br />LL- <br />0 <br />E u <br />Z� <® <br />ao <br />M— ra <br />X U <br />U o <br />01 <br />z <br />D <br />ao <br />woo <br />z <br />w <br /><o <br />m� <br />_ <br />U <br />�m <br />Z <br />C, J <br />e <br />aZ <br />y <br />N <br />oa <br />Z Z <br />gO <br />a <br />w <br />a <br />nF <br />W <br />U <br />o <br />WF <br />�o <br />O <br />VCO" <br />zIz <br />r <br />OO 3 <br />C O <br />O <br />> (Q <br />' rA' <br />w / <br />O Of <br />N <br />^� <br />(� <br />w <br />(a O <br />r <br />O <br />_t <br />r <br />T <br />V / O <br />m <br />m <br />Q� <br />O <br />N <br />o <br />O <br />N <br />N <br />LO <br />C <br />T <br />E <br />c00 <br />o <br />Z <br />m <br />Z <br />E r <br />B <br />a <br />U -j <br />Q p <br />-j <br />JOB <br />NO : <br />22-04746 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />