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no <br />A <br />H.B. TYP @ 1 STORY S3 <br />U.N.O. <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ <br />■ <br />I <br />' <br />t <br />I <br />} I <br />16'-0" 2 -a 6'-10".-31/2"0 <br />c�o <br />`n <br />�, I <br />`� I ,� ®,_ SINK /DISP__I :: I <br />, , - -----o <br />I `� i I D.W. I i I :: <br />:: } go <br />1 <br />III I <br />I} } ih <br />A <br />S3 <br />S3 <br />— <br />OIS •�. <br />LI---JI I CHASE TD <br />•• oII <br />TYP 1 <br />STORY U.N.O. <br />STEPS AS <br />■ <br />PROVIDE 1 Y2" RECESS CJ L — — — — — — — — — — — — J CJ OPT, C3 ; <br />CJ- II I ■ <br />REQUIRED <br />I FOR SGD. REFER TO `� REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: . .' .'. <br />'.'.'.' : ::.' 10'-104" I <br />PER FIELD <br />MASON'S SLOPE FOR `� KITCHEN ISLAND <br />I <br />�Q <br />CONDITIONS <br />WIDTH LOW WALLS <br />4'-0" <br />I `� 16-10" <br />-12'-10" <br />0 <br />INDICATES FILLED CELL w/ 3000 PSI <br />`� <br />CONC. GROUT FROM FT. TO BEAM <br />r <br />J <br />— — — — — •— -- — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB ..... ' <br />■ ■ ■ <br />TYP @ ALL PLACES SHOWN I <br />`� 0'-0" TOP OFCONCJPAVERT BE4' <br />■ <br />■ <br />(2) #5 REBAR <br />I HOOKED FTG. DOWELS 5" EMBED <br />HVAC CHASE BELOW FIN. FLR. <br />4'-0" <br />4-4- <br />4'-6" <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I STEEL" BASED ON <br />PROVIDE Y2" 9" <br />SLOPE <br />FILLED CELL <br />x <br />LOCATION <br />I RECESS FOR FRT. OOR Cn <br />\ <br />L <br />\ <br />1_ 1_ N 1_ 11 ro <br />2 6"x2 6 X1 0 FTG <br />\ <br />I -4" <br />S3 <br />o <br />s <br />\ <br />25'-101 e" `� 9'-5 W/ (3) #5 E.W. <br />6.0" I <br />to <br />. . . . . . . . . . . . . . . . . <br />= <br />n <br />y <br />q <br />CJ CJ <br />K <br />I <br />(2) #5 REBAR <br />� <br />°P <br />TYP @ 1 STORY S3 <br />S3 CC <br />I <br />U.N.O. <br />S3 <br />VERTICALS w/ in <br />'- <br />I I c? I AHIJ I <br />FILLED CELL <br />C14 <br />12'-6"x2'-6"X1'-O" FTG _ • ' I . F T-5" <br />�._ ._ _.y �� -3 1/2" <br />W/ (3) #5 E.W.03'-6" <br />T-1" <br />2'41 x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />"a <br />(2) #5 REBAR <br />VERTICALS wAinj <br />m <br />I I OPT. D I <br />I PT. <br />SLR <br />c%) <br />FILLED CELL <br />�,� <br />.......... ................ 0 <br />■ I <br />T-3" V-10" I 0 <br />C7 <br />0 <br />■ Ci <br />I J <br />3-1/2" MIN 3000 PSI CONC. I 122 " T-10" 1'-I ": EDGE OF SLAB 2" <br />SLAB FOR HERNANDO , ; BEYOND WALL <br />COUNTY ONLY <br />I <br />J <br />iv <br />3-1/2" MIN 2500 PSI CONC K <br />S3 <br />'n <br />I SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER r fV <br />35:-4" T 20'-6" <br />■ • 10'-0" <br />I : ; <br />BUILDER TO <br />I <br />I :: <br />PROVIDE <br />I <br />(2) #5 REBAR I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL <br />:: <br />WH• <br />iq <br />I <br />WHEN REQUIRED <br />L---------� <br />--- <br />0 <br />-- <br />—------J-' <br />— <br />PER FBC -- <br />�— <br />------J <br />2ff <br />■ <br />■ <br />■ <br />I i <br />■ <br />i <br />■ I <br />■ <br />■ <br />■ <br />■ j <br />I j <br />■ <br />■ <br />r- <br />q H.B. <br />S3 <br />TYP @ 1 STORY <br />V-4�" U.N.O. a1 -AN 1_ nN a a _ a nX V-21" T-11" <br />71 CN I_nN R 1nN 1_ <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 <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 />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-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 />Iternate: <br />i reinf. bars shall be <br />t. around corner 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 />FOUNDATION PLAN MONO — ELEV—Bl <br />SCALE: )4 "=1'-0" <br />QU W <br />PC <br />�.°�. <br />F �. <br />To the best of the Engineer's knowledge, information and b7 , <br />the structural plans and spedficellons contained within these <br />drewings comply with the 2017 <br />Rorlda Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seat. <br />h <br />*ALL <br />� <br />rqnU. LL a <br />t•f W rA <br />Z <br />0 <br />L�� 0 <br />w <br />W <br />CD m o <br />0 Y, Q i <br />LL Z <br />oo NoOv1 <br />N M J <br />Q <br />00000 <br />W <br />z <br />J - <br />a j) <br />13 <br />�4-J <br />LL <br />t0 <br />W � <br />� <br />U <br />_ gp <br />O <br />p <br />Wvi <br />Uu <br />c <br />4;;7] <br />Cn <br />M <br />M <br />. <br />W <br />z <br />E <br />O <br />E <br />E <br />ccw0 <br />z <br />�� <br />z• <br />° <br />U <br />zoE <br />I-•- <br />N � <br />o < <br />�oaz <br />�o <br />o O <br />�z <br />r6 <br />N C <br />ow <br />z <br />r j N <br />J <br />�b <br />a <br />�m <br />W <br />�� <br />g� <br />o <br />IQ <br />U <br />�� <br />y2 <br />�F <br />wj <br />CD <br />8 <br />W <br />ZRI� <br />U <br />dN124 <br />N' <br />J <br />L <br />0) <br />Lo <br />N— <br />o <br />n/ <br />U <br />00 <br />LL <br />; <br />T <br />�1 <br />0 <br />0 <br />/H o <br />W m <br />0 <br />v/ <br />L <br />T <br />'O <br />= O <br />O) <br />.T� <br />N <br />i <br />r- <br />LO <br />r <br />r) <br />ui <br />E <br />ch <br />jj <br />o <br />Z <br />z <br />0 <br />E <br />B m <br />a <br />v 0 <br />¢ o <br />JOB <br />NO: <br />20-6224 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />