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■ M <br />C <br />it <br />d <br />In <br />V-6" 5'-7$' 6,4$„ 6,_0„ 6-_0„ 6' 0„ 6,_0„ 6,_0" 5'_2$' T_1$„ . <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />r r r r r r r �. <br />r <br />am; r r r r r r r r �: • <br />° ° r <br />r <br />BUILDER TO <br />(2) #5 REBAR <br />I <br />; ; 4'-0" 12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />I <br />O <br />I <br />:: I ; <br />PROTECTION <br />0'-01, <br />I <br />WHEN REQUIR <br />D <br />■ <br />I <br />.. <br />:: I : <br />PER FBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. �,� 0 <br />iv <br />I SLAB FOR HERNANDO I r. T I K N I <br />I <br />J <br />10 <br />COUNTY ONLY S3 <br />S3 <br />3-112" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2-4-34,. 4'-10" <br />VAPOR BARRIER EDGE OF SLAB 2" <br />• I <br />■ I I :. <br />BEYONDWALL CJ CJ <br />9 <br />yI <br />6-3" 1'-10" 3 -6 r <br />I <br />c) <br />0 I: N <br />� <br />POO■ .-`� <br />I . �-- A. ' ................. 0 <br />PT. OPT. D 3 1/2 <br />I <br />(2) #5 REBAR <br />VERTICALS w/ in <br />co <br />FILLED CELL <br />2'-6"x2'-6"X1'-0" FTG G I i L1 I <br />SLOPE , I <br />W/ (3) #5 E.W. S3 _ _ _ <br />t: <br />(2) #5 REBAR <br />( r- <br />2'-6" x 2'-6" x 1'-0" <br />�� <br />AHU I I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />CC <br />S3 <br />ici <br />FILLED CELL <br />I <br />m <br />S3 <br />• ./ <br />CJ <br />Sao <br />I 25'-10 47 . / i / / ..... 9 - s ........ — — — — -- — _ <br />2'-6"x2'-6"X1'-0" FTG <br />/ / W/ (3) #5 <br />( <br />(2) #5 REBAR <br />I I / i / I i „ � <br />PROVIDE /2 <br />INDICATES FILLED CELL w/ 3000 PSI / x 9" <br />CONC. GROUT FROM FT. TO BEAM / // RECESS FOR FRT. POOR <br />SLOPE I <br />4 <br />S3 <br />in <br />in <br />VERTICALS w/ in <br />Ut// 1 #5 REBAR VERT ABOVE SLAB / % / <br />O HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />4'-0" I <br />4'-4 4'-6' <br />" <br />FILLED CELL <br />TYP @ ALL PLACES SHOWN /%/ BASED ON 0'-01, BELOW FIN. FLR. <br />■ <br />....... . ■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I / i/ LOCATION I . ' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / :: <br />.: <br />' <br />STEEL" /i/ <br />-----,------� <br />4'-0" <br />I / i / 16'-10" <br />10'-10y" <br />CD <br />STEPS AS <br />I / / <br />PROVIDE 1 Y" RECESS / / I <br />T <br />REQUIRED <br />PER FIELD <br />( FOR SGD. REFER TO / KITCHEN ISLAND <br />MASON'S SLOPE FOR / / LOW WALLS " " " " " " " " " <br />OPT.: <br />4 <br />I <br />CONDITIONS <br />WIDTH / / <br />CJ F------------� CJ REF. :: J- �J <br />CJ �j�j ■ <br />11Cj: <br />■ / - - - - - - - i--�- - <br />--___---_---- <br />- <br />_-_- T - - <br />CHASE TO IS D <br />I <br />aTil <br />TYP@1 <br />STORY U.N.O. <br />I I :: <br />I D.W. I Oa j i <br />it t <br />N <br />A10 <br />o <br />I <br />L� J <br />`P <br />S3 <br />LO <br />10 <br />—_ - - ----- <br />I <br />I / / SINK / DISP <br />} t `Y' <br />31/2" <br />t, ( <br />L_ <br />16'-0" 2,_ga„ 6'-10' :: <br />:: 0 -0 <br />■ <br />' <br />M <br />---------- --- -- — — ---------- --------I— <br />— --- I-t-- --------� <br />H.B� <br />T-O" <br />64" L 1'-9$' L T-2$" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />no <br />6'-0" L T-10" L 2'-1064" 5'-1 <br />FOUNDATION PLAN MONO — ELEV—Al. <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 />LU <br />T.�Uj <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />"'---#5 <br />CONTINUOUS <br />.: <br />, . _ • <br />�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />\� <br />#5 X 25" X 25" CORNER <br />'\• ' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />"•. > <br />U.N.O. <br />• •, ., > •, <br />> <br />*"Alternate: <br />' <br />The reinf. bars shall be <br />:r,.':;:,:.'t�,:::.%,,�•�.=,,�'�.= <br />cont. 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 />ti <br />r: <br />_- <br />r,x <br />• <br />ow <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 Florida Building Code - <br />Residential 6th Edition. 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