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c <br />65'-0" <br />5 �" oil1,_98" 3'_28 , 5'-0„ 5 p" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2-10 fA 5-1164 5 _p„ 5._4„ <br />3'-0" <br />A <br />H.B. U.NPO. 1 STORY S3 <br />................ ...... ------------ ........ <br />.......... ........... <br />........ ........ .......... <br />T <br />r------T-- �— — — — — — —: —+-- — — — — — — — — — — -- — — — — -- — i— :: <br />— --- I-k— — --P+-- -- — — --I <br />4 <br />0� <br />- •. <br />- <br />16'-0" 2-9a 6'-10".' <br />i p_p ■ <br />Cl <br />3 1 /2" <br />} i <br />II <br />� <br />I <br />SINK I DISP <br />I \�� I <br />.::�:::. <br />1 i D.W. j oo <br />} i <br />III <br />CV <br />S3 co <br />o <br />v <br />g3 <br />�— — — <br />STEPS AS <br />� I : ; <br />L __ -D _ J CHASE TO IS <br />I \�� �� ---------=------- --- <br />■ - CJ L - - - - - J -C OPT. -T- CJ CJ ' <br />PROVIDE 1" RECESS - - - - - - <br />I REF. ; '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: <br />o i I <br />l I <br />CJ _ 4 I ■ <br />TYP @ 1 <br />STORY U.N.O. <br />REQUIRED <br />FOR SGD. REFER TO ::: . .'.'. <br />.'.'.' . ::.' :: 10'-104„ <br />PER FIELD <br />MASON'S SLOPE FOR �� KITCHEN ISLAND ; <br />CONDITIONS <br />I WIDTH `I� LOW WALLS I • ::: •: ; <br />; :: ' ' <br />o <br />4-0 <br />16'-10" <br />12'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB :::::::::::::::::: :::::::::::: ' ::::::::::: ........ ' ' . <br />... . . .. <br />......... ■ <br />. .. <br />J. <br />■ ■ ■ <br />TYP @ ALL PLACES SHOWN TOP OF CONC./ PAVER T BE 4" <br />0-0 <br />■ <br />(2) #5 REBAR <br />I HOOKED FTG. DOWELS 5" EMBED BELOW FIN. FIR. <br />HVAC CHASE <br />4'-0" <br />4-4- 4'-6" <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I STEEL" �� BASED ON PROVIDE Y2" x 9" <br />SLOPE I <br />t <br />FILLED CELL <br />\ RECESS FOR FRT. POOR <br />G <br />\LOCATION I <br />2'-6"x2'-6"X1'O" FTG'n"4 <br />25'-lOA7-" 9'_51 $" W/ (3) #5 E.W. — <br />5-0" <br />� <br />\ <br />\ � . . . . . . . . . <br />C? <br />7"I CC <br />(2) #5 REBARjinI <br />°0 <br />TYP @ 1 STORY&S3T <br />S3 <br />VERTICALS wr <br />U.N.O.S3 <br />FILLED CELL <br />i? :. r <br />2'-6"x2'-6"X1'-0" FTGT-1W/ <br />2'-6" x 2'-6" x 1'-0" <br />(3) #5'S E.W. <br />Cr <br />(2) #5 REBAR <br />VERTICALS w/ in <br />W/ (3) #5 E.W. G p�� -3 1/2" <br />S3 <br />I ; OPT. D PT. <br />SLOPE <br />s____ PE' <br />Cl) <br />FILLED CELL <br />-T� <br />5'-3" 1'-10" 3'-6" O : I r <br />I <br />M <br />o rn <br />N <br />— <br />■ — CJ CJ CJ <br />I <br />zoo <br />b) <br />: I I :: ::. <br />3-1/2" MIN 3000 PSI CONC. I 2'�a 7'-10" 1'- EDGE OF SLAB 2" <br />SLAB FOR HERNANDO BEYOND WALL <br />I <br />COUNTY ONLY <br />J <br />N <br />I 3-1/2" MIN 2500 PSI CON- K <br />� <br />53 I <br />S3 <br />iD <br />SLAB OVER 6 MIL VISQUEEN I L? I <br />N 20'-6" <br />VAPOR BARRIER T 35 4" <br />BUILDER TO <br />■ <br />I 0'-01. <br />PROVIDE <br />(2) #5 REBAR <br />• I ; <br />APPLIANCE <br />VERTICALS w/ in <br />_ <br />4'-0" <br />: 12'-1" : <br />O <br />PROTECTION <br />FILLED CELL <br />:: <br />; • <br />VV•H• <br />WHEN REQUIRED <br />L--------- <br />o <br />o ---------1-' <br />— — <br />PERFBC -- <br />�-- — <br />------ <br />J <br />- <br />-� <br />--- <br />— -- <br />00 <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />6-43i U.N.O. B 6'-0" <br />in <br />H.B. <br />7-10" <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 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 />w <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />,• •• <br />.r <br />#5 CONTINUOUS <br />,�; ' <br />; . _• <br />'�_ <br />REINF. SEE FND. FOR <br />:•, <br />:r,;� <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />�; • ; '� ; • ,�; •; <br />�; <br />= <br />'�_ <br />BAR ONE FOR EA. <br />'• <br />•. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />• �� • <br />'�_ <br />'"Alternate: <br />�•� <br />,; �'; <br />The reinf. bars shall be <br />•. • •, •. • • <br />•, <br />c ont. 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 />I <br />OF _FLO <br />, <br />. <br />S� � <br />r hR •�\� <br />C9 <br />A <br />0 SSION��ti`, <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 2020 Florida Building Code - <br />Residentlal 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />0 <br />N <br />.. <br />=�0�0 it LL W <br />r <br />rn I- ` V L W a <br />CL <br />a13� S <br />Z <br />. <br />m O <br />{ <br />NO J <br />7 a1r,—, <br />LL <br />a a <br />< =) 0 <br />z <br />OD❑ <br />� N M <br />(D <br />z <br />Q. N <br />N <br />M <br />� /� <br />^^V '/' <br />z V <br />(a <br />L-Lr W <br />�. <br />U <br />0 <br />w s <br />N , ^ <br />Ly N <br />e>t stnu E <br />"— 8 <br />U o / <br />• <br />o <br />�g <br />w <br />co <br />Ch <br />i <br />$r <br />Z <br />< <br />J <br />�i o <br />zo <br />zp <br />w <br />�° <br />wa <br />z <br />Fca � <br />C=) <br />ga <br />o� <br />oa <br />a Z <br />�$ <br />�� <br />Cn <br />�v <br />d <br />g " <br />z <br />U) J <br />Q;" <br />Qz <br />1z <br />° <br />W <br />Q <br />o <br />w <br />a <br />N W <br />zla <br />o <br />c C)0 <br />�L <br />J <br />a; <br />W <br />C> <br />•= <br />C <br />O <br />Y <br />^ <br />Q <br />C <br />O <br />to <br />2 <br />f'- <br />W <br />i <br />f0 r <br />= CVO <br />T <br />•� <br />LO <br />CD <br />rn <br />T <br />m <br />N <br />N <br />c� <br />r <br />o <br />z <br />z <br />C <br />E O <br />H <br />FL <br />o .. <br />c> _j <br />Q <br />C <br />JOB <br />NO: <br />20-8085 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />