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3 <br />a <br />-d- <br />rn <br />LO <br />v <br />0 <br />.a <br />0 <br />O <br />J <br />N <br />00 <br />0 <br />I <br />L0 <br />ra <br />Q <br />0 <br />J <br />N <br />0 <br />1 <br />LO <br />2 <br />7 <br />N <br />0 <br />1.2 <br />N <br />N <br />a <br />E <br />O <br />S <br />v <br />a <br />N <br />ir.. <br />y <br />v <br />c3 <br />U <br />0 <br />0 <br />U <br />J <br />r7 <br />5i <br />0 <br />0 <br />0 <br />CL0 <br />c�I <br />0 <br />0 <br />Cn <br />m <br />v <br />I <br />5 4' <br />H.B.' <br />I <br />1'4.2" , 3' <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />2'-10..'" . S-11 <br />C+� <br />i <br />HVAC CHASE <br />BASED ON <br />( <br />—-----o I <br />■: �� LOCATION <br />:: <br />I1 <br />16'-0" 2.94., 1. 6-10" . ' ..... <br />\ <br />1 :: <br />:: \ r III I I I : ■ <br />— <br />III 0'-0° <br />-3 1 /2" <br />I <br />L_ <br />L <br />SINK I DISP <br />3 \��\ I �F--=—��(--1(--1�-- <br />I I <br />I <br />S3 <br />ii> <br />in <br />\ <br />I D.W. 111II I <br />I T <br />III <br />S3 C� <br />o <br />�— <br />1 �> �� I <br />II <br />I II II I <br />I � — — — j �L IL J�_ _ I CHASE TO ISL�(VL� <br />: <br />.. <br />:... I 1 <br />�� �\ I I <br />icy <br />TYP @ 1 <br />�t <br />— — <br />— <br />I <br />STEPS AS <br />REQUIRED <br />■ PROVIDE 1 Y2" RECESS C' L _ _ _ _ _ — — — — — — C J I II OPT I: <br />IT <br />( FOR SGD. REFER TO KITCHEN ISLAND III REF. I; ; <br />CJ ' <br />CJ I ■ <br />10 104 I <br />PER FIELD <br />MASON'S SLOPE FOR ` LOW WALLS III 1' ' <br />:. ' ' <br />:: <br />T- <br />CONDITIONS <br />uL — — - <br />I WIDTH - , , ' <br />d <br />4'-0" <br />I I <br />16-10" <br />12'-10" <br />o <br />�— <br />— — — —.— — — — — —j <br />INDICATES FILLED CELL w/ 3000 PSI \ <br />�� <br />CONC. GROUT FROM FT. TO BEAM :........ <br />.......... . <br />W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3b0bpSI CONC. I <br />Tin, <br />OF CONC./ PAVER TO BE <br />M.■ ■ <br />■4'-0" <br />4'-4" <br />4'-6" <br />01 <br />(2) #5 REBAR <br />TYP @ ALL PLACES SHOWN SLAB FOR HERRWARDO 0'-0"TOP <br />w/FILLED <br />HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY <br />4"BELOW FIN. IVERTICALS <br />CELL <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI COw <br />PROVIDE %2' x 9 %2' <br />1 <br />STEEL" SLAB OVER 6 MIL VISQUE�N <br />RECESS FOR FRT. OOR iq <br />-' SLOPE I <br />L <br />-v <br />I VAPOR BARRIER <br />- <br />2'-6"x2'-6"X1'-0" FTG rn <br />M <br />I -4" <br />S3 <br />b <br />25'-108" �� 9'-5$' <br />W/ (3) #5 E.W. <br />I <br />4'-4" <br />10 <br />a <br />K <br />CC <br />I CJ CJ <br />I <br />(2) #5 REBAR <br />3 <br />S7 <br />S3 <br />S3 <br />VERTICALS w/ in <br />TYP @ 1 STORY <br />I ch AHU I <br />FILLED CELL I <br />2'4" x 2'-6" x V-0" <br />U.N.O. <br />: <br />I N :.______: I; <br />r <br />3-5" <br />7'-1 " <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" FTG <br />I G -7� <br />(2) #5 REBAR <br />;i- r----nr— <br />W/ (3) #5 E.W. S3 ; L J : I II ���SLOPE <br />I <br />' <br />M <br />VERTICALS w/ in <br />FILLED CELL <br />: <br />I _ - I OPT. D I I OPT. VW <br />I ' �'� I <br />-3 1/2"I <br />:... _______— ; U __ =— <br />■;: <br />r� <br />; 5'-3" 1'-10" 3'-6" I 11 `� I <br />I <br />�N <br />T <br />' <br />I <br />N <br />b> <br />( <br />— CJ :: GJ <br />• <br />— CJ <br />o <br />I I : 2 Via" :: T-11" 1'-I : <br />EDGE OF SLAB 2" <br />rn <br />BEYOND WALL <br />( <br />� <br />J <br />EO <br />S3 <br />I M - I: <br />I <br />35r.-i' <br />20'-6" <br />r <br />■; I <br />I <br />BUILDER TO PROVIDE <br />0 0 <br />: <br />: ; :: <br />2'-6" <br />APPLIANCE PROTECTION <br />I <br />I <br />WHEN REQUIRED PE <br />: 4'-0" 12'-1" <br />_ _ z <br />FBC <br />(2) #5 REBAR I <br />W.H.��19 <br />VERIFY LOCATION <br />VERTICALS w/ in I <br />L---------� <br />--- <br />/( �} : <br />— /----' /�---------�-' <br />i <br />—�— f" <br />ELECTRICAL PANEL <br />�— <br />FILLED CELL <br />------ <br />I <br />A <br />S3 <br />TYP @ 1 STORY <br />5'-75" 6" U. N.O. <br />1'-6" s a 6-0" <br />VERIF� METER H <br />LOCATION WITH <br />BUILDER <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: I4"=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 J <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 />r 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 />c� <br />CO c <br />0 <br />N -o <br />w o <br />> W <br />c M C-) C`j <br />m <br />c «- L1. <br />y y' cc <br />Q N <br />m <br />CU <br />-?A... t c <br />W C2 Q <br />z 3 c <br />L <br />.n <br />C E <br />�c <br />0 <br />lIx <br />-` .. <br />45 <br />Cam\ <br />0 <br />�` <br />1. Q ee,• v\J <br />"mar <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 Building Code - <br />Residentiel <br />7th Editon. Engineer s signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />to <br />W �E <br />0 <br />Q 3 <br />0um <br />c' co n <br />�i M�2 # LL <br />N s <br />Q C <br />u- 52 W <br />-J O_ <br />`^ — UJ <br />"Z (6 C a � <br />0 <br />0 <br />9 <br />�N(D <br />O <br />W rn�4jO' <br />Co <br />Z � N Z Q r <br />IL IL <br />Z N O U U vOi <br />W 0❑ <br />cN <br />z N M <br />o g <br />z m <br />QNN <br />z O Q <br />Q C <br />N <br />v, z <br />o <br />4--J N <br />W <br />� a <br />m <br />U <br />l/1 c <br />03 U) <br />U 6 <br />o.. <br />f <br />W J <br />E <br />- o 8 <br />wig <br />L <br />(, O <br />c U) <br />o <br />O <br />®lo <br />r_ <br />C.0 <br />w <br />co <br />M <br />zQ <br />o <br />Z <br />lL <br />a E <br />o <br />E <br />wO <br />W <br />E <br />ZO <br />Q@ <br />Za <br />oa <br />U <br />C13F- <br />x <br />U <br />U0 <br />� <br />o E <br />CIAcc!" co <br />L <br />ao <br /><o <br />qZ <br />aZ <br />Mz <br />� <br />Y <br />mO <br />OM <br />z <br />—' <br />a� <br />� w <br />�Z <br />cn <br />o� <br />Z <br />go <br />Q <br />�� <br />a <br />-w <br />�& <br />- <br />Ta <br />aZ <br />w <br />=� <br />�o <br />o <br />O <br />c0 <br />o r <br />'ate <br />o - <br />Ir <br />Z Q <br />U <br />O O <br />b <br />^ <br />L l <br />' ^ <br />0 <br />rn <br />m <br />�.� <br />F <br />=3 O <br />_M <br />p <br />C%) <br />NO <br />m <br />L <br />1� <br />04 <br />Q I <br />CD <br />N <br />\ <br />T <br />Ln <br />r <br />� <br />T <br />� <br />E <br />� <br />M <br />o <br />z <br />z <br />_ <br />E r a <br />m <br />a <br />U Q p <br />JOB <br />NO: 22-08312 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />