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c <br />d <br />59'-4" <br />:.�.�.�.�.�.�.�............ �....................... <br />11. •ice ............. <br />— — — —I— — <br />.�....—:- — — — — — — ——.�.�:.....�.�.�.�.�.�.�.�......,. <br />I I <br />� <br />j <br />I <br />3-1/2" MIN 2500 PSI CONC <br />F_ <br />\ j.... 1 I <br />co <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />I ; ■ <br />\ : <br />(3000 PSI CONC, SLAB FOR 0'-01, I , <br />HERNANDO COUNTY ONLY) <br />\ 1 <br />�lo <br />\\ 13 -54 C60 <br />J 7'-2" CJ 1 CJ <br />:: <br />CJ CJ <br />N <br />10 <br />\ 1 <br />Ioo , <br />co <br />\\ 1 zo <br />I ■ <br />........ <br />0 <br />Y 0' -0" <br />JI <br />1_......._.._......._......._..... <br />r, - - <br />- <br />F- <br />A <br />I CJ TCJ CJ <br />i { I • � <br />} I K (2) #5 REBAR <br />I' <br />CO <br />S3 <br />1 o S3 VERTICALS w/ in <br />I FILLED CELL I <br />IIIilk <br />23'-11" 2'-10" 4, 13, M <br />2'-6" <br />G <br />1 I I <br />I O I <br />o <br />� <br />M <br />12'-6"x2'-6"x1'-0" <br />S3 SINK w/ DISP _ _ <br />W/ 3-#5 E.W. CJ ; - - - - 4 <br />�r -D.W. N <br />• KITCHEN ISLAND I I I o p <br />I ao CHASE TO <br />I! I J <br />I' <br />■ • ( LOW WALLS <br />IL_ -_J (ISLAND <br />r----------- -- M <br />f I S3 <br />EDGE OF SLAB 2" I <br />— — — ` II I <br />t 1 <br />BEYOND WALL <br />^I: <br />o <br />- <br />o <br />CJ CJ CIJ <br />CJ I <br />N <br />10 <br />4,-0„ <br />I G <br />S3 <br />:: <br />:: <br />5 4 3 8 7 -8 <br />OPT. D <br />4,-9 6„ I :. � -3 1 /2" SLR I <br />1 1 37'-52" I <br />121'-24' <br />32'-84" <br />4'-85" I <br />I 53 <br />(2) #5 REBAR <br />60 <br />LO <br />o <br />LO <br />1/2" <br />( <br />( I <br />( PROVIDE 1 Y2" RECESS <br />_ �.. — .. VERTICALS w/ in <br />I HVAC CHASE I ` \ ' ' ' ' ' FILLED CELL <br />BASED ON \ I <br />LOCATION \ \ ( W.H. <br />S3 <br />I FOR SGD. REFER TO in <br />L_ TYP <br />MASON'S SLOPE FOR '- <br />-ICJ <br />AHU + — J <br />---------- — ------ <br />_ <br />WIDTH <br />— — — — — — <br />INDICATES FILLED CELL W/ 3000 <br />I; <br />— — — .. ■ uiieo ■ ■ ■ ■ ■ <br />— _ <br />CJ C <br />N <br />STEPS <br />REQUIRED <br />I 0'-0" PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />2'-0" 4'-0" 2'-0" 6-0" 4'-6" 2'-6" <br />o <br />�- <br />PER FIELD <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />D <br />r: TOP OF CONC./ PAVER TO BE 4" 3 1/2" SLOPE <br />BELOW FIN. FLR. I <br />d <br />`n <br />DOWELS 5" EMBED W/ 25" EXT. <br />"GRADE <br />"' PROVIDE %" x 9" - O <br />2 #5'S <br />U')ABOVE <br />SLAB 40 STEEL" <br />-------+--------- <br />— — — — RECESS FOR FRT. DOOR �`� <br />---- I- <br />'■ c <br />■ . .: <br />: .:.. . ■ . . . . . . . . . . . . . .. . . . ■ <br />7'-15" <br />5'-23 , <br />01 <br />A <br />S3 <br />2'-9" L 5'-2" <br />H.B. L <br />S3 <br />3'-0" TYP <br />5'-1" L 6'4" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />FOUNDATION PLAN MONO - ELEV-Bl. <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 />— T--) U z <br />U <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.; •� <br />. �' <br />:;= <br />#5 CONTINUOUS <br />. <br />, .,•' <br />"�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'�;,�:' '�_',�; • ^� ;�; <br />' ; :' <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />,"•, <br />U.N.O. <br />�" ; - ; ; •. <br />; ; ,: �';"Alternate: <br />_ <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 DETAIL <br />SCALE: 3/4" = V-0" <br />�t <br />i <br />I <br />J e <br />l <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida 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 seal. <br />NE <br />CO CO <br />N # <br />ci <br />OC <br />M N N <br />n 0000 u u <br />0 <br />fei <br />� Cl) Np <br />LL e <br />J U W W <br />LI_ LL a. EL <br />a <br />N <br />emu_ <br />Q: <br />aCL <br />z <br />a�� <br />Y <br />0 x <br />W <br />W <br />N <br />m o r­ ca <br />m m Zj a <br />D <br />20 <br />W <br />z <br />LL <br />2 ET <br />N O <br />o <br />x 0 N S <br />NQC)z <br />< <br />U 0 <br />z <br />° 0 <br />❑ CIE] ❑ <br />W <br />z N O <br />m <br />z <br />J C' <br />N <br />ct1 <br />z <br />LL <br />, V <br />LiJ O <br />Q <br />LA <br />W <br />a <br />�Ln <br />0 <br />_o <br />U 00 <br />�— T E <br />Oago <br />Pi <br />U D y <br />c � <br />Q 0 <br />o <br />/®0 <br />d <br />o <br />MZ <br />W <br />M <br />J <br />U_ <br />o <br />w o <br />Z <br />� <br />o <br />c E <br />Q <br />E ® <br />�� <br />z <br />M0 <br />Z® <br />oa <br />,a <br />X U <br />?o <br />� <br />z <br />O <br />N <br />a o <br />¢o <br />w� <br />a <br />�w <br />(Q <br />C/) <br />< <br />z <br />oY <br />U <br />O <br />°� <br />Z <br />z <br />m <br />Q <br />�Z <br />S <br />o� <br />U <br />Qo <br /><0 <br />xG <br />�- <br />M3 <br />CD <br />�z <br />J W <br />WF <br />= F <br />Xo <br />O <br />co <br />I <br />a <br />°z¢ <br />°3 <br />�N <br />0 <br />= <br />` <br />J <br />W <br />LO <br />� <br />T <br /><n <br />C <br />L <br />O <br />O <br />1..— <br />m <br />cc <br />VJ <br />A <br />1 ` <br />T <br />LO <br />M <br />T <br />E <br />E <br />� <br />� \ <br />Z <br />z <br />E O <br />in r <br />r <br />a <br />E <br />U � <br />Q O <br />4) <br />JOB <br />NO: <br />20-1128 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />