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C <br />c <br />v <br />55'-10" <br />V-6" 5'-7$' 6'�,� 6,_0" 6' 0" 6, 0" 6, 0" 6' 0" 5-2a" 7,_18 <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />3'-0" <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />i <br />r---------�- <br />--- <br />=: <br />-- -------- <br />0 0 <br />-r. <br />- ------ <br />BUILDER TO <br />�- <br />------ <br />4'-0" ' ' 12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />(; <br />PROTECTION <br />I <br />0'-01, <br />I <br />: ; <br />I <br />WHEN REQUIRED <br />I <br />I <br />■ <br />I <br />• • <br />:: <br />I : • <br />PER FBC <br />35:-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />- <br />b <br />SLAB FOR HERNANDO <br />COUNTY ONLY `' <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN <br />2'-7a" ' 4'-9" <br />4'-10' <br />VAPOR BARRIER <br />EDGE OF SLAB 2" <br />- <br />■ <br />I CJ <br />:: <br />I <br />•GJ : <br />I : <br />BEYOND WALL <br />CJ <br />I <br />T <br />ih5'-3" <br />1'-10" 3'-6-- <br />r <br />I <br />Mt-T <br />O I <br />I <br />O <br />C14 <br />p) <br />I <br />(2)#5REBAR <br />VERTICALS w/ in <br />— �: <br />0G <br />::.:::::::::::::: <br />0 <br />-3 1/2" <br />r> <br />FILLED CELL <br />2'-6"x2-6�X1-0" FTG <br />o <br />SLOPE I <br />, <br />W/ (3) #5 E.W. S3 <br />�._ _ _ _.� �— <br />3-5" <br />7' 1, <br />(2) #5 REBAR <br />_ <br />2'-6" x 2'-6" x 1'-0" <br />I <br />N <br />I AHU <br />I <br />I <br />TICALS / In I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />) <br />ici <br />; <br />K <br />CC <br />S3 <br />FILLED CELL <br />I <br />_ <br />60 <br />S3 <br />Ci <br />I <br />........' '.'.'.'.'.'.'.'.'..'..'.... <br />:.: <br />is <br />9'-54 <br />■ <br />d0 <br />o> <br />2'-6"x2'-6"128 <br />X1'-0. FTG <br />W/ (3) #5 E.W. <br />I 4" I <br />L <br />o <br />2 #5 REBAR <br />() <br />INDICATES FILLED CELL w/ 3000 PSI I <br />CONC. FROM FT. TO BEAM <br />i' <br />C? <br />PROVIDE %2" x 9" UD <br />RECESS FOR FRT. DOOR <br />SLOPE <br />� <br />S3 <br />io <br />� <br />in <br />VERTICALS w/ in <br />W/(1)GROUT <br />W/ #5 REBAR VERT ABOVE SLAB <br />/ <br />HVAC CHASE <br />TOP OF CONC./ PAVER <br />T BE 4 <br />4'-0" <br />4' 4" 4'-6" <br />FILLED CELL <br />( TYp ALL PLACES SHOWN <br />@ <br />BASED ON <br />0 -0 <br />BELOW FIN. FLR. <br />■ <br />■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I LOCATION • • <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />�' <br />::... ; <br />• <br />: ::: <br />::::: <br />::::::: <br />' 1 ' <br />STEEL" <br />ii' <br />-----,-----� <br />4'-0" <br />' <br />16'-10" <br />• •12'-10" <br />b <br />10 10� „ <br />' <br />cD <br />STEPS AS1)/2"I <br />REQUIRED <br />PER FIELD <br />PROVIDE RECESS i .', I <br />FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR LOW WALLS OPT.. <br />CONDITIONS <br />■ <br />WIDTH ' <br />C+ <br />----_ --- _-- <br />CJ REF. <br />ICJ— <br />■ <br />r <br />— — — T� — � <br />i' -- I — <br />_______ <br />— — <br />— 1 — <br />— <br />— <br />— <br />— <br />— y_�— — <br />— —CJI — <br />° ji <br />— — — <br />TYP@1 <br />L <br />I i F <br />� � <br />O�S3 <br />CHASE TO IS D� <br />:: <br />t <br />I <br />STORY U.N.O. <br />N <br />CO <br />I <br />I ii' I I <br />' ' �L <br />D.W. I <br />J— <br />I <br />I • ; <br />; , �• <br />I{ t <br />A <br />rn <br />v <br />in <br />`n <br />I <br />I <br />_ _ — <br />SINK / DISP <br />— <br />31 /2" <br />t <br />16'-0" <br />2'-9y" <br />6'-10" <br />0'-0" <br />■ <br />it 9 <br />cn <br />o <br />p <br />01 <br />t <br />■ <br />■ ■ ■ <br />■ <br />■ 1 ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />H.B. <br />1'-95." 3' <br />5'-0" <br />M1� <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />S-10" L 2'-106 " L 5'-11�" <br />5'-0" <br />FOUNDATION PLAN MONO - 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 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 />wZ <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.• • • <br />;.: <br />#5 CONTINUOUS <br />,�: ' <br />�• <br />; .:• <br />•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />•' <br />' <br />#5 X 25" X 25" CORNER <br />' �'' ' ' �' <br />•' <br />BAR ONE FOR EA. <br />• <br />HORIZ. REBAR, TYP. <br />. " <br />•'• <br />• ,. <br />U.N.O. <br />- •. <br />• • <br />''"Alternate: <br />• <br />The reinf. bars shall be <br />•. •, <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 />�IcsL2 <br />L <br />� n <br />r g <br />�1 <br />Ltj <br />C� <br />\ <br />;�;itStff6lt� <br />�.;. F ©� <br />`q e•• <br />w <br />O F E SS�O <br />� <br />1� <br />11°III'SIttit�� <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />_. W <br />F. <br />if <br />OD 8 � pi <br />p <br />0 0 <br />0 <br />C) C1 � N J <br />M <br />M y # pp LL <br />LL J Wa <br />U- N 2 LL <br />uj M S W h <br />aaa� <br />Z <br />vrnrn ono <br />3 °m <br />WA.!p <br />cli_ o <br />mor---�° mi¢ <br />2E°fO' Boa <br />W <br />� <br />IL <br />M E N <br />0 <br />QMO ONz <br />U J <br />°� o0O <br />W <br />z N tD <br />00 <br />z 0D <br />z <br />d N <br />N <br />z <br />W On <br />o a <br />to <br />W <br />c <br />� <br />�� <br />ZD <br />_LU ° E <br />8 <br />I <br />_ <br />Q <br />08— <br />r- <br />o <br />M <br />z¢ <br />w <br />M <br />O <br />z <br />rj <br />o <br />V <br />EEE <br />Wo <br />Lj <br />� <br />>S <br />_ ® <br />oa <br />Fc= <br />0. <br />UO <br />° <br />Z <br />- <br />N <br />d� <br />< 0 <br />O� <br />w w <br />L <br />6 <br />m�ga <br />.8 <br />O <br />O <br />ZW <br />�, J <br />wz <br />E <br />0_ <br />a9w° <br />2 <br />zz <br />°W <br />W <br />I� <br />�! <br />O <br />CO <br />N z <br />yy <br />01 <br />`� <br />oa <br />za <br />- <br />o3 <br />�M <br />0 <br />= <br />d; <br />.! <br />CO <br />LO <br />co <br />r <br />o <br />� <br />T <br />T <br />LO <br />r <br />i (0 <br />Ili ^ <br />T <br />ai <br />m <br />LO <br />3 r— <br />M ` <br />N <br />o <br />z <br />z <br />E O <br />E <br />vi <br />y r <br />m <br />c <br />a <br />U 0 <br />Q p <br />0) <br />JOB <br />NO: <br />20-1784 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />