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■ ■Im■« <br />■ ■ ■ N <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2" x 9 `�' (2) #5'S <br />4• <br />r <br />I PSI CONC. GROUT FROM FT. TO <br />BEAM W/ #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />`f <br />io <br />r <br />;n <br />STEPS <br />(1) <br />I ABOVE SLAB TYP @ ALL <br />TOP OF CONC./ PAVER TO BE 4' I <br />io BELOW FIN. FLR. <br />in <br />REQUIRED <br />PER FIELD <br />10,_0„ I PLACES SHOWN HOOKED FTG. <br />I I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C <br />— <br />r TYP <br />PROVIDE 1 �" RECESS <br />I FOR SGD. REFER TO I <br />• : — <br />I HVAC CHASE I • ; AHU I; ; — — — — — — — — — + — — — — — — —71, <br />`r <br />N <br />L <br />' <br />I MASON'S SLOPE FOR A^ <br />WIDTH/ <br />BASED ON I: <br />LOCATION / <br />/ y / <br />"' <br />I <br />I I i� I (2) #5 REBAR <br />I �3 1/2" <br />32'-8" <br />`� _ 4'_g�' �' ' VERTICALS w/ in I <br />FILLED CELL <br />L_ <br />I I <br />— — <br />37•-54" 1 21'-24" <br />-4" I <br />SLOPE I <br />/5' <br />2'-1 I <br />4'-0" <br />( G <br />: ; OPT. D I: ; <br />. <br />S3 I <br />CJ CJ CJ I <br />— I I— — — — — — 71 I �-----_---- -- -- <br />�� <br />' ' ' — i — — J q, III I `iha <br />• - <br />" <br />:: y — I CJ <br />• ' <br />I I <br />e <br />cp <br />r <br />04 <br />----------- - <br />.I. .......... �- I �— --- <br />CHASE TO <br />■ KITCHEN ISLAN <br />4» EDGE OF SLAB <br />: BEYOND WALL <br />1I I J <br />I I I I ISLAND <br />LOW WALLS I I <br />J <br />S3 <br />o <br />W/3-#5E.W. CJ �. — <br />G 31N-K W16fSIY <br />i K <br />M <br />S3 I I 2'-6" I iv <br />%I <br />I) O S3 I I <br />• <br />9 <br />23'-11" 2'-10" 4_1�„ <br />� I: I <br />11$" <br />(2) #5 REBAR <br />° K VERTICALS w/ in <br />FILLED CELL <br />CJC� <br />OFCJ <br />�. <br />-� <br />..T-.........::.................... <br />....... <br />:_■ <br />O <br />/ I111 <br />/ " <br />o <br />r <br />`o <br />// i J °D <br />I / i <br />// I I <br />/ o J <br />I ■ <br />ici <br />CJ CJ j CJ <br />: CJ <br />ih I <br />I <br />•. <br />3-1/2" MIN 2500 PSI CONIC 0'-0" <br />/ I I I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I : ■ <br />I <br />a`� <br />(3000 PSI CONC. SLAB FOR <br />^ <br />i 1 <br />I 1 <br />HERNANDO COUNTY ONLY) I <br />I <br />cc I <br />I <br />* . . <br />....... <br />4'-8" <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 8 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 />LF <br />---.-'� ;v <br />EUj <br />n <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.r,;.. •r,;..-e <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <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 DETAIL <br />SCALE: 3/4" = V-0" <br />FOUNDATION PLAN MONO - ELEV-Bl <br />SCALE: Y4'=V-0" <br />x� OWN/ <br />SE ''•. <br />' <br />�•�,. �/ <br />N <br />0 <br />oS,OFESS,O <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. EnngineWs signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E to <br />V) M LL <br />m <br />W <br />rnLL <br />LL U. LL a a <br />a <br />N M W N M <br />>�'ii o.w�o a <br />Z <br />vrn°' 9Z- <br />�• <br />c 0 <br />'�" C (O Co 00 OJ 7 <br />2ET-rn <br />W <br />IILL <br />CL <br />N O pp N <br />13 <br />z <br />C14 U != J <br />°� ❑❑❑O <br />W <br />z <br />z g <br />Q v <br />04 <br />C1 <br />u- <br />2 <br />U <br />W <br />� _ <br />0 <br />" <br />W F- <br />U „ <br />~ O $2 <br />= <br />g <br />CD <br />� <br />W <br />M <br />o� <br />Z <br />Q <br />cU-� E <br />° <br />a <br />zE <br />E <br />Q�Q= <br />X CU <br />ga <br />Z <br />w- <br />0 U <br />& <br />W 2 <br />M <br />N CIn <br />o <br />m0 <br />° <br />_ I <br />C <br />11 <br />H <br />W <br />3 <br />�z <br />� <br />�j <br />ag <br />yN <br />� <br />E <br />L <br />/0 <br />� <br />N <br />.2 <br />m <br />v <br />Cfl <br />d! <br />rV%VV <br />rn <br />T <br />.Q TO <br />� N <br />r <br />1T <br />Z �± <br />_M <br />T <br />M <br />co r <br />p <br />E O <br />M <br />a <br />ci � <br />a o <br />0) <br />JOB <br />NO: <br />20-0556 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />