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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 />66-9' UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5'-4" 1-9a" 3'A" 5'-0" 5'-0" 5'-10" 3'-1O" 6'-0" 6'-0" 3'-10" 2'-1064" 5'-1164" 5'-0" T-4" REINF. SEE PLAN. FOUNDATION PLAN <br />�Vx w <br />Uj <br />H.B. T NPO@ 1 STORY S3 <br />0 <br />: 1 <br />o <br />\ I 2-94s' <br />16'-0" 6'-10".' <br />:: <br />:: I}Il p_p ( ■ <br />-3 112" <br />..... <br />I � <br />II <br />I <br />\ \ SINKDISP I <br />} I I <br />LO <br />LID <br />\\ \ I F--------�--------- � I :; :: 0 <br />I D.W. 1 0 : <br />:: III m <br />I 1 <br />A - <br />S3 LO <br />o <br />LIP--- _--_---CHASE TOISL D—=— <br />— — — — — — —_ — � — _ � L � — — — — — — —-I---I•= — <br />\ \ L _ _ — OPT. eJ <br />— — — — — CJ 'T-' GJ; ; <br />\ <br />PROVIDE 1 �" RECESS \ � \ CJ — — -- —[KITCHEN <br />I <br />o I <br />- — 111 <br />, , CJ -�1-I ■ <br />TYP@1 <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO \ REF. ::: ' : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' : . '.'.'. <br />.'.'.' . ::.' :: 10'-10k <br />PER FIELD <br />I MASON'S SLOPE FOR \ ISLAND <br />19 <br />CONDITIONS <br />WIDTH `1� \ LOW WALL5 I • . • ; • • I <br />.. <br />: ' :: <br />o <br />4 0' <br />I \ \ :: 16'-10" <br />12'-10" <br />Y <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />CONC. GROUT FROM FT. TO BEAM <br />— — — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB `� \ ::::::::::::::::: :..:::::::::. ........... _ <br />........ ,. <br />TYP @ ALL PLACES SHOWN 1 \ \ I , <br />0 -0' TOP OF CONC./ PAVER T BE 4 <br />■ <br />(2) #5 REBAR <br />HOOKED FTG. DOWELS 5" EMBED `� <br />I BELOW FIN. FLR. <br />HVAC CHASE <br />4'-0" <br />4'-4" <br />4'-6" <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ <br />BASED ON <br />\ 27LOCATION <br />I STEEL' \ <br />SLOPE I <br />FILLED CELL <br />� <br />\� RE�ESDSEFOR FRT. POOR M <br />L <br />o <br />\ <br />\ 2'-6"x2'-6"X1'-O" FTG 'O <br />I <br />-4 <br />S3 <br />\ <br />25'-1 �" ` \ 9'-5 W/ 3 #5 E.W. <br />12s () <br />I <br />4'-4" <br />"' <br />12s \ \ <br />CJ GJ <br />\ I A <br />(2) #5 REBAR <br />°P <br />TYP @ 1 STORY 3 <br />S3 <br />I <br />S3 <br />VERTICALS w/ in <br />U.N.O. <br />= <br />I AHU I I <br />FILLED CELL <br />ri <br />T ,3-5 <br />12'-6"x2'-6"X1'-O" FTG N :: I ; ~ " <br />`. ._.' <br />W/ #5 E.W. 1/2" <br />T-1' <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />M <br />(2) #5 REBAR <br />VERTICALS w/ in <br />(3) -3 <br />G <br />I S3 i <br />I OPT. D PT. <br />I <br />SLOPE, <br />i7 <br />FILLED CELL <br />— <br />6-3-, V-10„ T-6" I I I T <br />GJ CJ ; : — <br />•i <br />■ I I ' '_73° I ' EDGE OF SLAB 2" I <br />': <br />I <br />3-1/2" MIN 3000 PSI CONC. 24 T-10" 1'- <br />SLAB FOR HERNANDO BEYOND WALL <br />COUNTY ONLY <br />I <br />J <br />C" <br />3-1/2" MIN 2500 PSI CONIC <br />S3 <br />"' <br />SLAB OVER 6 MIL VISQUEEN I M �'� I S3 I <br />1 <br />I VAPOR BARRIER '- '- ' !" <br />35'4" 20'-6" <br />■ <br />I <br />I <br />BUILDER TO <br />0'-01, <br />PROVIDE <br />I <br />(2) #5 REBAR <br />I <br />• (:: <br />APPLIANCE <br />VERTICALS w/ in I <br />:: 4-0" <br />: 12-1 <br />O <br />PROTECTION <br />FILLED CELL <br />W.H. <br />WHEN REQUIRED <br />PER FBC <br />V-6" L 5'- <br />M <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.Q. <br />N. <br />5' <br />T-1 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />r,. w.•rr. .r•r,r� .rr',�r,rr',�r•rl <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 />4 <br />r� <br />4.wRn� <br />t !, <br />i1 <br />CICN <br />�e 0FESS�Q <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spectf cations contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. 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