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Lo <br />— CJ NCi <br />I ■ <br />2'-6"x2-6"x1'-O" <br />Cl) <br />W/ (3) #5'S E.W. 17--5j" I <br />36'-q' <br />I <br />TYP @ 1 <br />:) :. <br />STORY U.N.O. <br />60 <br />CP <br />Cl)I <br />. . .. .. <br />G......... <br />. :..; <br />, ■ <br />I <br />.. .... .. ..... <br />■.. ■ <br />S3 I <br />: ■ <br />3-1/2" MIN 30M PSI CONC. SLAB FO <br />■ ; I HERNANDO COUNTY ONLY <br />TOP OFCONCJPAVER TOBE4" <br />BELOW FIN. FLR. <br />T-8" 4'-'4" <br />I <br />d. <br />t— — — <br />„ ,_ " 1 3-1/2" MIN 2500 PSI CONC SLAB OVER6 <br />7-1 4 8 <br />„ i PROVIDE Y2" x 9" <br />2-6 x2-6 x1-0 <br />L iV <br />1/2 „ <br />MIL VISQUEEN VAPOR BARRIER <br />I <br />W/ (3) #5'S E.W. RECESS FOR FRT. DOOR I <br />1/2" SLOPE <br />S3 <br />_ <br />I 16'-118 <br />-3 <br />—� <br />4 <br />' <br />I <br />---- <br />_j ■ <br />4 <br />in <br />L <br />I ��--�- ___— — •.••.• <br />— — — — —CJ <br />■ <br />_ <br />S3 <br />I III III / \ <br />i D.w. iii I' <br />■ <br />CV <br />■ I <br />K CC CC <br />I <br />STEPS AS <br />REQUIRED <br />1 I I I � <br />I PROVIDE 1 y2' RECESS MI'f►o I <br />J1I <br />S3 S3 I S3 <br />o <br />r <br />ifl <br />�? <br />PER FIELD <br />FOR SGD. REFER TO N'L 3 <br />I MASON S SLOPE FOR I 1 r ,�flZ <br />7'4� <br />x w <br />Cl) <br />CONDITIONS <br />WIDTH I 1 f <br />I�� J�Ic" <br />N <br />4'-0" <br />25.-01. I <br />20'-6' <br />I I k1_ <br />OF SLAB 2" <br />(2) #5EDGE <br />VERTBARSICALBEYOND <br />WALLKITCHEN <br />io <br />I <br />ISLAND <br />I LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE I J <br />I I CHASE TO <br />ISLAND I : <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC <br />■. <br />INDICATES FILLED CELL 3000 PSI`r° <br />— — —}_. <br />o <br />` <br />— <br />w/ <br />- r CJ <br />^ <br />t CJ (coo <br />= <br />In <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />; : I I <br />a, <br />r <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP @ALL PLACES SHOWN <br />I ; <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />HOOKED FTG. DOWELS 5" EMBED <br />W/ 25 EXT. ABOVE SLAB GRADE 40 <br />M �------.-.� : <br />-3 1/2" <br />SLOPE, <br />1 <br />I <br />_ ==__I <br />STEEL" <br />1 6P7T. W I OPT. D <br />I <br />(. <br />#5 <br />4,-7 6„ ' <br />1 I <br />(2) <br />VERTICAL <br />I <br />BARS <br />_ <br />I <br />N <br />LO <br />I <br />^ <br />f <br />L---------- <br />— <br />— -------� <br />--- <br />------I— ----J <br />= <br />o <br />__ <br />■, ..�. .. ..�.. <br />.■ <br />■ <br />■ <br />■ <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />H.B.+ <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />6'-0" 6'-0" 5'-2t <br />1 <br />FOUNDATION PLAN MONO - ELEV-131 <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 & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WVVF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />—1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />LU <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />iRIZ. REBAR, TYP. <br />J.O. <br />ternate: <br />I reinf. bars shall be <br />t. around comer by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />��,E\111ltlitRr���� ' <br />N► <br />h,> c� `. <br />40 Q' <br />P <br />A <br />40 O F ; Oar <br />S ��` <br />���o". <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 />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature end seal. <br />m <br />E n <br />8 <br />Lo 0 <br />O (V J <br />�I �"w <br />40 <br />W <br />�Mv4. � LLahe <br />a <br />�tJiLL Wa W <br />= <br />13 R0 <br />rm4 0 0 � <br />a a <br />m <br />W <br />N rp J <br />��rn a <br />IL f" <br />ILW <br />a ~ <br />W) %Z ' y ~ <br />w <br />9 <br />Z <br />O U y <br />��� <br />0 "' <br />Z N <br />Z � <br />z <br />O <br />J Y <br />a W) <br />13 <br />V) <br />a) <br />Z M <br />(D € <br />0 <br />07 <br />1 l <br />TU <br />�U <br />N LL <br />w i <br />o <br />_ Wp <br />O <br />W S <br />U') <br />tJ'1 <br />Iz <br />� •s <br />w <br />C11 <br />W <br />z <br />M <br />i <br />Ec <br />: <br />� <br />z 0 <br />o <br />=2• <br />14O <br />Iz <br />R =p <br />ou <br />Wx <br />Urd <br />z <br />o <br />N <br />io <br />I <br />�e z <br />Mz <br />Lqw <br />03 to <br />m> <br />z <br />ZO <br />Z <br />WItwLL <br />U 3i <br />o <br />w <br />ozl�d <br />U 3 <br />O <br />L <br />°' <br />m <br />Al <br />W <br />� <br />00 <br />rY <br />10 <br />JCN <br />M <br />11 <br />< <br />C04 <br />O <br />T <br />•� <br />t0 C5 <br />O) <br />LO <br />Lo <br />. = <br />2 N <br />N <br />r <br />Lo <br />M <br />o) r <br />r <br />iri <br />is <br />E O <br />M <br />N <br />a <br />Z <br />Z <br />c <br />E <br />E <br />d uj <br />cv <br />c <br />FL <br />U _j <br />Q p <br />JOB <br />NO: <br />20-8089 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />