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I2 <br />O <br />d <br />E <br />E <br />0 <br />00 <br />37-8" <br />7-1811 T-281. 61 0„ 2'-9" 51 211 <br />A <br />S3 <br />5'-1 ° 6 4" 5--0" <br />3' 0" TYP <br />L <br />H.B.+ S3 <br />2'-6" x 2'-6" x 1'-O" <br />W/ (3) #5'S E.W. <br />1 <br />■......... ............... <br />................................. _ o <br />.................... <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE /2 x 9" N <br />o <br />r <br />PSI CONC. GROUT FROM FT. TO <br />I <br />RECESS FOR FRT. DOOR d <br />31/2" SLOPE <br />co <br />LO <br />STEPS AS <br />BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL <br />to TOP OF CONC./ PAVER TO BE 4" I q <br />co BELOW FIN. FLR. <br />2'-O" 4'-0" 2'-0" `t 6'-0" 1'-10" 6-2"0'-0" <br />in <br />REQUIRED <br />PER FIELD <br />PLACES SHOWN HOOKED FTG. <br />I r` <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />- <br />CJ C .......... F.-. .■�■ ■ ■ ■ ■ <br />TYP <br />PROVIDE 1 Y" RECESS I <br />FOR SGD. REFER TO <br />HVAC CHASE I <br />oorn <br />L <br />S3 <br />I MASON'S SLOPE FOR �rBASED <br />IWIDTH i2 <br />ON <br />ON <br />T <br />in <br />I <br />I l(2) #5 REBAR <br />3 1/2" <br />32'-84" <br />`�4'-88" VERTICALS w/ in <br />FILLED CELL <br />I <br />— — <br />37'-52" 2 V-2411 <br />64" 3-8" T-8" <br />2'-1" -3 1/2" SLOPE <br />G <br />OPT. D I : <br />in <br />S3 <br />( CJ I F-- ---- CJ� CJ <br />r y y I: CJ I <br />o <br />04 <br />■ I ISLAN ISLAND <br />2'-6"x2'-6"x1'-O" LOW WALLS I I <br />I <br />JKITCHEN <br />I <br />I 1I s <br />�_D.W.� <br />II <br />• <br />- <br />W/3#5E.W. CJ �i <br />G DISP 7 <br />I <br />S3 N <br />OoCH <br />) IJ K <br />S3M <br />I <br />• 2T-112-10" 4 <br />I { <br />v <br />I I I <br />(2) #5 REBARi <br />INil <br />°VERTICALS w/ in <br />I' S3 FILLED CELL _ <br />i�l <br />I CJ CJ CJ <br />I { I : F 00 <br />7 <br />Y <br />bo................. <br />^ <br />T <br />: I T ........... � . .................... T <br />1 1. <br />. '. '. '. '. '. ':.: — — — — — — — — — :.. _' :::._' _' ._' _' _' _' :::. ■ <br />.r <br />— :• <br />I �........ ..... 11 C7) <br />Cl) <br />............. ,. <br />o? <br />13'-5411 71 211 ) <br />I° <br />' / M. CJ a CJ <br />11.0 <br />: CJ CJ <br />I j1 Cl) <br />10 <br />° <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />I <br />)11 <br />/ <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I : ■ <br />PSI CONC. SLAB FOR <br />::::::: : ; ; : a <br />(3000 : <br />i <br />HERNANDO COUNTY ONLY) <br />C? <br />0 <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . N . . <br />H,B� <br />T-2" <br />A <br />S3 <br />6'-0" T-O" T-10" 4'-0" <br />5-10" <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 114 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />v <br />1L <br />z <br />J <br />• <br />,. � <br />CL <br />CONTROL <br />JOINT DETAIL <br />.• • • <br />•�: <br />#5 CONT REINF. SEE <br />.•: <br />; ; _•' <br />'�_ <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />• ' '' ' <br />HORIZ. REBAR, TYP. <br />.. <br />'•... <br />„ <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"=1'-0" <br />V <br />C0 <br />z C) <br />_ o <br />z�Z <br />Q <br />U) Z <br />cL^n' CD <br />� <br />w <br />O w <br />E <br />o <br />0 <br />U <br />w <br />a� Cl) <br />CDM <br />C tC cM <br />Lp U M <br />O O N <br />p <br />_ <br />U <br />00 <br />L LL�- 00 <br />OYizz, <br />fn <br />Y <br />Q O) <br />lL7 9 Vv <br />ED <br />e <br />n� <br />N .! <br />.�I t <br />141 <br />W €X, -" <br />o <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 />i <br />O <br />Z <br />O a <br />Imo+ U.) O <br />M <br />Q U) <br />aV) <br />Q LL <br />C <br />CL Q� ,� <br />U a ''' <br />Q 00 <br />Z <br />W <br />J� <br />12 <br />is <br />Wa�ir <br />z <br />U480. <br />j <br />ZWXZ <br />�OZQ <br />LL <br />O <br />�a'f- <br />Z <br />wO n <br />O=8 <br />% <br />L <br />Z O <br />ZO <br />N <br />Q <br />M <br />�Z <br />z <br />w3 <br />O <br />T� <br />O <br />z <br />= <br />0uj <br />0 <br />OLL <br />�FO-¢O <br />O <br />J /1"'� <br />V <br />U c <br />N <br />N. <br />ga0` <br />Gaza <br />Z <br />Wao <br />J <br />La< <br />Lij <br />Q <br />ZH <br />z <br />Q% <br />*k <br />N <br />Z <br />Z <br />tj <br />Z <br />0o <br />g <br />= <br />¢ z <br />1771 <br />10 <br />.—I <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4v0 <br />SHEET NO. <br />6.0 <br />