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5'-7$" <br />6'-4$" <br />6'-Orr <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />M <br />55'-10" <br />6'-0" <br />5'-2$" <br />T-18" <br />H.B.+ <br />n. <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />_ .. . . . . . . .. . . <br />. . . . . . . . . . . . . . . . . . .. r <br />OP <br />BUILDER TO <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />I <br />o <br />I <br />0 -0' <br />; ; <br />I ; . <br />PROTECTION <br />WHEN REQUIRED <br />I <br />VERTICALS w/ in <br />■ ' I <br />I <br />FILLED CELL I <br />:: <br />: <br />PER FBC <br />35`4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. `iN <br />15 <br />0 <br />I <br />SLAB FOR HERNANDO <br />v <br />I <br />COUNTY ONLY <br />S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I <br />SLAB OVER 6 MIL VISQUEEN <br />2'-7a' 4'-9" <br />4'-10" <br />I <br />VAPOR BARRIER <br />■ ; <br />— CJ <br />CJ <br />O <br />It <br />a, <br />M <br />5'-3" <br />1'-10" 3-6" <br />� <br />0 <br />04 <br />r <br />............. <br />........... <br />..... <br />00 <br />M <br />2'-6"x2'-6"X1'-0" FTG G <br />W/ (3) #5 E.W. S3 <br />I <br />� • • <br />�._ _._ _.� �� <br />P[� T. D -3 <br />1/2" <br />T-5" <br />SLOPE <br />I <br />7 <br />(2) #5 REBAR <br />C81 I " <br />2'-6" x 2'-6" x 1'-0" <br />AHIJ <br />I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY A <br />U.N.O. <br />�' <br />i <br />I <br />S <br />S3 <br />FILLED CELL <br />�- <br />CJ <br />C�J <br />� <br />0o <br />25'-1047„ <br />its <br />... . . <br />z <br />9,58t. '''' •''' .'-'- .. .. <br />128 <br />■ <br />■ 4' 4" <br />� <br />bo <br />2'-6"x2'-6"X1'-0" FTG <br />j <br />W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI I <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />i i <br />PROVIDE %z' x 9" <br />RECESS FOR FRT. <br />Ln <br />DOOR <br />SLOPE I <br />S3 <br />io <br />� <br />in <br />TYP @ ALL PLACES SHOWN <br />HVAC CHASE <br />TOP OF CONC./ PAVER T BE 4" <br />4'-0" <br />4' 4" 4'-6" <br />I <br />HOOKED FTG. DOWELS 5" EMBED <br />�! <br />BASED ON <br />0'-0" <br />BELOW FIN. FLR, <br />■ <br />■ <br />■ <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 I .. <br />i LOCATION ..::::::::::::::::::::::::::::::::: ' ' <br />1 <br />STEEL" <br />i <br />��� <br />::::::::: <br />::: <br />: ; <br />::::::::..: <br />... <br />.... .......... . <br />{ <br />-----.----- <br />4'-0" <br />r <br />i <br />16'-10" <br />12'-10" <br />o <br />:: <br />10'-101 ' <br />STEPS AS <br />I <br />t . .' . <br />PROVIDE 1 /" RECESS <br />I <br />a <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR ' <br />KITCHEN ISLAND <br />LOW WALLS OPT. <br />i <br />4 <br />CONDITIONS <br />■ <br />WIDTH <br />CI—t <br />- - - - - ----- <br />REF. <br />ICJ- <br />CJ-i <br />'■ <br />- <br />- -'— - -j—,Ci <br />j - <br />- <br />�— - - <br />- - <br />- <br />- <br />- - <br />- -icj: <br />- <br />° <br />- - - <br />TYP @ 1 <br />IF <br />� � <br />CHASE TO ISLAND <br />. ,� <br />f <br />... <br />I <br />STORY U.N.O. <br />cV <br />S3 <br />I <br />� I I <br />. W. I <br />D.W. <br />I <br />I .. <br />lit <br />pL <br />o <br />L° <br />SINK I DISP <br />-3 1 /2" <br />Cl Illt <br />0'-0" <br />.. <br />O <br />-1 <br />t <br />_Y <br />■ ............ <br />............ i. <br />.. �............. <br />� .ir <br />................ �.................�_ <br />w�... <br />............. ... <br />...... i .............0�■ <br />H.B� <br />T-O" <br />-4" 1.1 <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-1 <br />3'-1 <br />6'-0" L T-10" L 2'-1064" L 5'-11 <br />FOUNDATION PLAN. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />w <br />Z <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 112"=1'-0" <br />#5 CONT REINF. SEE <br />,•' <br />'�_ <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />�'• <br />BAR ONE FOR EA. <br />' <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 w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />Z M <br />— o <br />zCN <br />CN <br />Z <br />�C <br />J <br />a <br />U, z <br />V/�)(D <br />Q) cn <br />4-J w <br />+U <br />— <br />W <br />FE <br />o <br />cn <br />a) o <br />!J <br />tJJ <br />EO <br />N M <br />Cf to co <br />m a c"I N <br />O O <br />= <br />L LL 00 <br />� a) <br />�fl-o <br />Q rn <br />M Q o <br />AlN <br />D. <br />C B D C <br />' <br />8�y <br />! <br />10Zz LU <br />Ng <br />Z ,a,��al � �•bt• et <br />v- '� <br />W <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />�fV <br />Z <br />0 o n <br />l> J-)rO <br />M <br />Q <br />a cn•�� <br />z <br />H��� <br />a <br />oC ro <br />U r-f-f <br />CL 00 <br />< <br />E ..� <br />Z E <br />W <br />J <br />� <br />oz <br />W <br />za <br />f a <br />z <br />aF <br />W Q 2' a' <br />oo0. <br />z W 1, l <br />S S z Z <br />^� <br />1� <br />O <br />0 0- s" 8 <br />Sm�o <br />oZ <br />zz <br />,. o <br />�w <br />Z <br />"atp <br />z <br />:D <br />fo <br />M <br />o <br />p <br />z <br />�a <br />U <br />(n <br />Iu <br />p <br />L <br />•^� <br />Z <br />LU <br />oz <br />JO <br />, <br />x O U <br />Ugmd <br />N <br />A <br />` <br />Zaoa <br />W <br />< <br />tWa ,z <br />ZN <br />N <br />E �- <br />LU <br />Ln <br />W <br />au-U- <br />���� <br />a u C, <br />J <br />r4 <br />LU <br />�owu <br />Ce~~ <br />M <br />Q <br />Z <br />Ce <br />W Z <br />Ln <br />z <br />gz <br />m <br />C0 <br />Q <br />J <br />= <br />a z <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />i �. <br />