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a <br />-�C <br />H.B.t <br />2'-0" 2'-0" 2'-0" 2,-0" 1, 2'-0" 2'-0" 4,-0" <br />TYP @2 J <br />STORY S6 <br />5,4„ <br />2'- <br />— <br />■................ ..... ■ ■ ■ ■ ■ ■ ■ ..............0 ..... 0....■ <br />( <br />CPA <br />AC PAD <br />--------- ., ----I— � �: -- ---- <br />S3 <br />00 <br />5' 4" 16'-3" <br />TYP @ 2 STORY <br />HVAC CHASE <br />\ BASED ON — — <br />10'-0" I <br />J <br />S6 <br />■ ; LOCATION ; ; <br />INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TO I <br />00 <br />BEAM W/ (1) #5 REBAR VERT <br />r <br />ABOVE SLAB TYP @ALL PLACES I <br />■' _ , , , , , , , , , , r� SHOWN HOOKED FTG. DOWELS 5" <br />EMBED W/ 25" EXT. ABOVE SLAB <br />r 1 "GRADE 40 STEEL" <br />- - �- - -_ - I- - - <br />o <br />N <br />N <br />in <br />_, <br />CJ L Jt CJ <br />GG <br />S3 = PLUMBING LINE <br />TO SECOND <br />I I STUB UP TO T.- <br />iv2ND <br />FLOOR -".'.::::.: FLOOR _7„ <br />FOR A/C <br />L- <br />2'-6" x 2'-6" x 1'-0" <br />I ; ■ <br />W/ (3) #5'S E.W. <br />L <br />TOP OF CONC./ PAVER TO BE 4" <br />■ ; 0'-0" <br />4 <br />S3 4 <br />TYP @ 2 J <br />BELOW FIN. FLR. <br />I I I PROVIDE Y2" x 9 Y2' <br />1 /8' .1'-0 <br />SLOPE <br />f- <br />2'-6" x 2'-6" x 1'-0" <br />STORY S6 <br />I RECESS FOR FRT. DOOR <br />-4„ <br />W/ (3) #5'S E.W. <br />A <br />Use <br />■ <br />------+ —--(2) —#5 <br />■ I HCJ � —19 <br />ov <br />R—EBA—R, <br />VERTICALS w/ in <br />7 <br />iv <br />3-1/2" MIN 3000 PSI CONC. FILLED CELL <br />SLAB FOR HERNANDO 12'-6" <br />1 0" <br />PROVIDE 1 y" I 2 STORY <br />I SLOPE <br />RECESS FOR I COUNTY ONLY BUILDER TO PROVIDE <br />I I I <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC APPLIANCE PROTECTION <br />L <br />I MASON'S SLOPE SLAB OVER 6 MIL I WHEN REQUIRED PER FBC I <br />VAPOR I <br />FOR WIDTH BARRIER <br />I I I I I <br />_ <br />■• I I <br />- <br />■ ; EDGE OF SLAB 2" <br />I CHASE I I BEYOND WALL <br />TO <br />KITCHEN ISLAND IS <br />I ISLAND <br />I I SLR <br />tp <br />4-0" <br />: LOW WALLS I <br />, <br />11 rll I IJ <br />II —G f <br />I I - - - -=_= <br />- -+ I I <br />O <br />N <br />11I CJ I 4'-11 "~ 10'-6" <br />r=� -, 1 I <br />`�' L---- <br />IlrIJ�IIn <br />-------JIi I J <br />Jii S3 <br />I <br />Cl) <br />IIL113 I I <br />0'-0" I I�-3 1/2" <br />ILL A 0 & <br />' o <br />( <br />°' (2) #5 REBAR <br />1 CI <br />VERTICALS w/ in <br />53 <br />FILLED CELL <br />i_ L �� 1 I _ 2 STORY VERIFY LOCATION <br />— :� — I----I� —J _----•EtfffRICAt7PAftEt------------J <br />N <br />J VERIFY METER LOCATION <br />S6 WITH BUILDER <br />TYP @ 2 STORY <br />6'-0" L 6' <br />C <br />FOUNDATION PLAN — ELEV—Al <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 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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN <br />SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />r1/8" <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />LU <br />cA <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 />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" = 1'-0" <br />t+rs <br />N <br />co <br />RV <br />It'd <br />-o <br />N <br />d W_ <br />> Uj <br />DC <br />o d <br />v a M <br />C., <br />co x <br />++ C c.a- p <br />; CC1 d <br />y CQ t <br />y cm CO <br />Q r [V .t <br />Cs c <br />as o Q <br />CC v ' 3 cc <br />p <br />eo y w <br />td�o <br />soC•- �' <br />� <br />Q <br />cn � <br />c <br />cL �' <br />"011111111ff11/ <br />NN <br />� G � 4, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Resldentlal <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seat. <br />W <br />W <br />1- <br />E <br />88. <br />L <br />� N q <br />(� <br />Q <br />O % LL <br />C J Y <br />LL <br />Z <br />103 <br />J LL GW <br />a <br />�i <br />W <br />N t0 <br />o <br />W <br />IL <br />Ci m <br />CD ui <br />N N Z d J <br />= <br />OU * V <br />W <br />❑❑ <br />z <br />z � z <br />a <br />U) <br />V) <br />c0 <br />•V <br />C/i <br />W <br />� <br />O <br />LU <br />�N <br />C <br />= <br />z. <br />UAL <br />c A m <br />Q <br />• <br />ri Q <br />C'•J <br />z <br />< <br />� E <br />p <br />�o <br />�� <br />oLL <br />>M <br />Qs <br />3 <br />zu <br />a0a <br />0° <br />z�� <br />M <br />ro <br />�o <br />t_ <br />c <br />= <br />Q) <br />ox�Jzz <br />NO <br />> 2 <br />z <br />J <br />abo <br />W <br />t <br />3 <br />0 <br />3° <br />U <br />�w <br />�k <br />< <br />�g <br />W <br />ia <br />ila <br />o 3 <br />�C:) <br />J <br />LOrn <br />Lr) <br />m <br />0 <br />Q <br />CID <br />:3 LO <br />L0 <br />J <br />Y <br />T <br />(n s <br />�' <br />N <br />m <br />In <br />U) <br />L0 <br />r <br />N <br />(� <br />LIt7I <br />-� <br />co <br />M <br />LL 04 <br />O <br />Ln <br />0) N <br />N <br />Q <br />It j <br />co <br />E <br />Mz <br />_ <br />M <br />0 <br />C <br />N <br />E O <br />U <br />N <br />cc <br />C <br />a <br />JOB <br />NO: <br />23-00524 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />