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3 <br />LO <br />m <br />LO <br />v <br />r) <br />0 <br />0 <br />O <br />0 <br />M <br />I <br />J <br />m <br />U0 <br />v <br />all <br />JT <br />Q <br />0 <br />O <br />0 <br />m <br />N <br />0 <br />I <br />A <br />L0 <br />L <br />v <br />C <br />tCr <br />0 <br />.a <br />a <br />i <br />c <br />�C <br />a <br />N <br />N <br />C. <br />N <br />E <br />O <br />v <br />C <br />J <br />a> <br />L� <br />O <br />c.>I <br />y <br />U <br />'o <br />U <br />a <br />z <br />y <br />I <br />Y <br />a <br />•U <br />J <br />6Y <br />t� <br />0 <br />N <br />N <br />v <br />0 <br />0 <br />a <br />[V <br />N <br />O <br />N <br />N <br />0 <br />Q <br />rn <br />c <br />C <br />d <br />H TYP @ 1 STORY <br />H.B+ S3 U.N.O. <br />I <br />0 <br />■ ■ ■ <br />■ ■'• <br />» ■ ■ ■ ... <br />I v <br />■ ■ <br />10 <br />17'-28 <br />2'-9" 2'-8" -11g <br />II II• : � <br />1 � II I <br />0'-0" I <br />■'. ` <br />II il. <br />LJI I <br />I <br />M <br />M OJ <br />( HVAC CHASE <br />N <br />I <br />( <br />BASED ON `� �� <br />\ ` <br />\\�itf <br />Ili <br />10'-10$' <br />'r' <br />LOCATION <br />` <br />` ` <br />I <br />_ CJ <br />\ \ <br />r �'- <br />HU — CJ oN <br />1 <br />- - (- <br />CJ CJ <br />I <br />2'-6"x2-6"x1'-O" <br />W/ (3) #5'S E.W. 17'-58" 1 <br />36'-6" <br />I <br />TYP @ 1 <br />STORY U.N.O.p' <br />■ : _ <br />A <br />I <br />I S3 I <br />. ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />TOP OF CONCJ PAVER TJ.DOORI <br />3'-8" 4'-4" <br />I <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />s 4'-8" <br />2-6"x2-6"x1'-0 PROVIDE %2" x 9 Y2"� <br />L cli <br />_ <br />--3 1/2 <br />MIL VISQUEEN VAPOR BARRIER <br />I <br />I <br />RECESS FOR FRT- <br />W/ (3) #SS E.W. <br />3 <br />SLOPE <br />1/2' --�16'-118'8'-62'zo <br />S3 <br />N <br />—r7, <br />in <br />L <br />I - -1- - <br />Tr7r,1,lh,,l, A A ■ <br />-T <br />co <br />o <br />CJ <br />D.W. III <br />N <br />tr- <br />r1,� _ _ _ <br />I 11 I' <br />■ ' I I I I rr — <br />� . .i <br />W H <br />S3 <br />CC <br />S3 I <br />co <br />S3 <br />STEPS AS <br />REQUIRED <br />�,IcL <br />PROVIDE 1 y" RECESS "' I I11 �� III`=' I i <br />. I � L JII o <br />o <br />- <br />i� <br />PER FIELD <br />�_ <br />FOR SGD. REFER TO 13 <br />MASON'S SLOPE FOR I r IY <br />I <br />2„ <br />T-4- <br />2 <br />1„ <br />T-1- <br />z <br />x ui <br />M <br />CONDITIONS <br />: I II IIh <br />WIDTH <br />ifl Y) <br />_I <br />4'-0" <br />25'-6" II u- =JJ <br />20'-6' <br />LO <br />I I <br />EDGE OF SLAB 2" ( <br />(2) #5 <br />VERTICAL <br />x v <br />N <br />I ' <br />BEYOND WALL <br />BARS <br />� <br />1 <br />KITCHEN ISLAND <br />11 <br />LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE I J I <br />I <br />I I <br />CHASE TO . ' ' ' ' ' <br />ISLAND <br />vr- <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC <br />■. <br />- <br />INUICATES FILLED CELL w/ 3000 PSI <br />`O <br />I -t-CJ <br />11 <br />_ <br />-1-CJ I <br />10 <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />:: 11 <br />60 <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I (' <br />it <br />TYP @ ALL PLACES SHOWN � <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />I HOOKED FTG. DOWELS 5" EMBED <br />WJ 25" EXT. ABOVE SLAB "GRADE 40 <br />--�-�---- � <br />>.-_._---1� <br />-3 1/2" <br />SLOPE <br />1 <br />_ _ <br />STEEL" <br />I 6P.0 I OPT. D <br />I: <br />A.■' <br />_ <br />I 0'_0 <br />I I I I <br />I L J I <br />- - <br />(2) #5 <br />21'-016' <br />4'-6-1' <br />16 <br />I I <br />VERTICAL <br />BARS <br />CV <br />2'-6" x 2'-6" x 1'-0" <br />rn <br />I <br />VERIFY LOCATION W/ (3) #5'S E.W. I <br />ELECTRICAL PANEL--1— <br />----------�— <br />--------J --- <br />----J <br />2' <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />VERIFY METER LOCATION <br />WITH BUILDER <br />M <br />15',0" <br />10" <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 />WWF 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 />w <br />w <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 />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 wJ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />-C r" ` r <br />r, Y� <br />N, <br />N <br />N <br />O <br />CV <br />M <br />N <br />N <br />O <br />,t <br />.M <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 7th 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 />Q <br />of oo <br />N ik <br />CN LL <br />0 <br />0 m lo J <br />� tf) wU1 �k LL w <br />H <br />a <br />i <br />rq n r� LL w a <br />Mv o. Y <br />J LL LL L a <br />� Z ° <br />00 <br />~ w <br />N LL ° -J <br />W <br />7 <br />C) 0) <br />ILa <br />N `30 IL <br />MZ Mcn0 <br />0 <br />Q U _j N <br />W <br />M � <br />N th <br />z � � <br />U <br />cN <br />z <br />0 <br />4 <br />f6 <br />OL11 <br />t✓1 <br />o <br />cq <br />a,s J <br />., <br />o-- _ E <br />® 8 <br />d . <br />L <br />C, <br />0 <br />zz <br />M <br />M <br />z o ¢ <br />2 <br />LL- <br />E <br />zo <br />o� <br />0 <br />® <br />Z® <br />Ion r0 <br />x <br />2F <br />U� <br />o oo <br />O' <br />o <br />N <br />az <br />ww <br />o <br />C,OY <br />N <br />0 <br />o Q <br />I <br />m <br />a' <br />Q W <br />1z <br />N <br />N <br />82 <br />Z <br />a o <br />vw <br />=3 <br />o <br />O <br />w <br />�o <br />aF <br />(z:> <br />( <br />0 <br />C O <br />i <br />L <br />Lrn <br />03 <br />.--�.LO <br />C) <br />J <br />(37 <br />C)Y <br />1 <br />U <br />� O <br />M <br />m <br />Q <br />Q <br />N <br />I <br />N <br />M <br />I.() Ln <br />Q <br />t— <br />N <br />T <br />E <br />Z <br />c <br />o <br />z <br />N <br />z <br />v <br />E r <br />(n <br />a <br />U <br />q CID <br />JOB <br />NO : <br />22-02390 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />