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TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />H.B. <br />BUILDER TO <br />. <br />(2) #5 REBAR <br />4'-0" 12'-l" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />I ; <br />PROTECTION <br />WHEN REQUIRED <br />■ <br />I <br />; : I :: <br />PER FBC <br />I <br />351-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />'`' <br />I <br />iv <br />I SLAB FOR HERNANDO I I:• <br />I K N I <br />J <br />Cn <br />I COUNTY ONLY •- S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2--7t- 4'-10" 1::, <br />I <br />I <br />VAPOR BARRIER EDGE OF SLAB 2" <br />_ <br />A.■ <br />I CJ ; ; I GJ I : BEYOND WALL CJ <br />I <br />� <br />a, <br />5'-3" V-10" 3'-6" <br />� <br />I A"o • <br />I I l t -3 1/2 I <br />(2) #5 REBAR <br />VERTICALS w/ in" <br />FILLED CELL <br />c� <br />,_ „ ,_ -� '_ ' G : <br />2 6 x2 6 X1 0 FTG _ _ <br />W/ (3) #5 E.W. S3 <br />N-5" <br />NJ <br />SLOPE <br />' 7._1„ I <br />(2) #5 REBAR <br />"; I <br />2'-6" x 21-6" x l'-O" <br />AHU ( I <br />TICALS / In I <br />W/ (3) #5'S E.W. <br />TYP 1 STORY <br />U.N.O. A <br />I CC <br />ici <br />FILLED CELL <br />r- <br />I <br />ICJ <br />'.'.'.'.'.'.'..' <br />_ ................. . <br />25'-10 g" 9-51 8 <br />2'-6"x2'-6"X1'-O" FTG <br />W/ (3) #5 E.W. . <br />I -4" I <br />L <br />(2) #5 REBAR <br />-h <br />INDICATES FILLED CELL w/ 3000 PSI I i' PROVIDE Y2" x 9" 'n <br />CONC. GROUT FROM FT. TO BEAM /'/ RECESS FOR FRT. POOR <br />SLOPE, I <br />S3 <br />s <br />Q <br />rn <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB %' HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />4'-0" I <br />4' 4" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN %' BASED ON 0'-0" BELOW FIN. FLR.::: <br />■ <br />, ■ <br />■ ■ ■ <br />LOCATION • <br />I HOOKED FTG. DOWELS 5" EMBED I �' I • .:: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / :::: <br />ISTEEL" /i' <br />------------� <br />::12'-10" <br />4'-0" <br />' 16-10" <br />10' 10" <br />v <br />STEPS AS <br />I <br />PROVIDE 1 Y" RECESS �' I I <br />I <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO / KITCHEN ISLAND : <br />MASON'S SLOPE FOR ' ' :::::: :::::::::: <br />LOW WALLS OPT. <br />iCJ. <br />: <br />I <br />CONDITIONS <br />�/ CJ r------------� CJ REF. -j-.. <br />WIDTH / <br />■ <br />CJ-I I ■ <br />/ <br />- - - 7-- - �--jam-=- -- =---- �► - � --- - ..- - - - -t—� - <br />- - <br />- - I j - - - - <br />° <br />TYP@ 1 <br />L <br />F I CHASE TO ISLAND <br />� � .�... <br />o0 <br />t I <br />STORY U.N.O. <br />iv <br />o <br />o <br />S3 <br />I /i' I I D.W. I I I :: <br />lit " <br />A <br />rn <br />SINK / DISP ; ; <br />; ; { t M <br />3 1 /2" <br />-- <br />L <br />2�- <br />16'-0" 6-10" I <br />0 -0 ■ <br />O I <br />.. <br />t <br />iff <br />ihL_--------- <br />�---- --- —+----------- .---------I— ?- <br />t <br />- --- Imo— --------j <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ ■ <br />H.B+ <br />1 <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: X"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />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 />to <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />ti <br />-1: <br />45 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 />C <br />oZ <br />nit <br />a <br />C <br />` <br />r— <br />Cs <br />c� <br />P0Q <br />ESS, <br />To the best of the Engineers knowiedge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />c$ <br />v <br />rp4Lo LL <br />C? <br />we <br />A N WLL w jSU, <br />a. <br />-9 U. <br />Z <br />�.2 0l'- <br />W <br />rnrn01 <br />Q¢4 <br />"j <br />ELW <br />a <br />LO N 04j Z J y p <br />D <br />Z <br />00vVi <br />C <br />z <br />z � <br />z <br />J <br />a <br />U -1 <br />Co <br />+--J <br />'U <br />N <br />o <br />W <br />Ori, <br />s <br />tn <br />v <br />s <br />u <br />c � <br />Q <br />r• Q <br />cm <br />M <br />W <br />J <br />E <br />0� <br />o <br />2 <br />pcl <br />Qj <br />J <br />w� <br />z <br />M <br />�Yg <br />z�� <br />J <br />i�p <br />sZ <br />W <br />U <br />y <br />a <br />O <br />N <br />oL <br />L <br />d <br />T <br />c� <br />N <br />co <br />—j <br />N <br />.-. <br />Q <br />C <br />O <br />C <br />m <br />U <br />f" <br />N <br />co O <br />= N <br />O <br />2 N <br />(D N <br />T' <br />T <br />E <br />N <br />"' <br />Z <br />z <br />' O <br />E <br />a <br />L) <br />¢ o <br />JOB <br />NO: <br />20-8087 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />