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c <br />d <br />5'4" 1, ems„ 3-28 <br />T-O" <br />H.B. <br />5'-0" 6 5'-0" 1. 5'-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />T-10" 1. 6'-0" <br />2'-10p" 5'-11L' <br />5'-0" <br />-4" <br />.......... ....... ....... <br />.............. ....... ...................... <br />3 <br />2'-9 6' <br />16'-0" -10" . I <br />II I •■ <br />Cfji 0 <br />— _ <br />0'_0" I <br />o <br />-3 1 /2" <br />I DISP <br />I \ <br />II <br />} } <br />;n <br />in <br />4 <br />I <br />LD.W. <br />s3 <br />_ -SINK <br />----- - - :: - <br />rr= -� o <br />I �� j oo <br />ao <br />:. III <br />} 1 <br />A - <br />S3 FBI <br />_ <br />o <br />'t <br />I \� Lill= ___-- CHASE TO ISLAND-_ <br />I I <br /># I <br />C <br />TYP @1 <br />— — <br />\ l__I- <br />- - �\ \ - I - - - _ - - - -_1=_ - - __ _ -. - - - - - - -_ - <br />■ <br />- I I - - - - <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />-. CJ ---------� CJ OPT. .. -TCJ CJ' <br />PROVIDE 1 E RECESS",'-. KITCHEN ISLAND REF. ; : <br />FOR SGD. REFER TO <br />CJ I ■ <br />10'-104" <br />PER FIELD <br />. , , , <br />MASON'S SLOPE FOR LOW WALLS <br />IWIDTHCONQIONS <br />... , <br />�Io .'' <br />- <br />0 <br />LO <br />I 16'-10" <br />12'-10" <br />\ <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM 1 HVAC CHASE 1 :: .......::::: ::::: ' :: ' ' . <br />W/ 1 #5 REBAR VERT ABOVE SLAB TOP OF CONC./ PAVER T BE 4" <br />• () BASED ON O 0'-0" <br />' ........ <br />■ <br />■ 4'-0" <br />4'-4" 4'-6" <br />TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED �� <br />�� <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 PROVIDE Y2" x 9" <br />SLOPE <br />STEEL" RECESS FOR FRT. POOR i+> <br />L <br />- <br />- <br />2'-6"x2'-6"X1'-O" in <br />I �� <br />S3 <br />o <br />25'-10 2e" 9-'55izs W/ (3) #5 E.W. <br />5'_0"60 <br />�n <br />■ <br />— — — <br />o <br />A <br />I— <br />CJ CJ <br />\ <br />T <br />d• <br />- <br />TYP @ 1 STORY S3 <br />I CC <br />I <br />U.N.O. <br />S3 <br />_ S3 <br />2 #5 REBAR <br />( ) <br />2'-6" x 2'-6" x 1'-0" <br />'M I AHU I <br />VERTICALS w/ in <br />ill I <br />T_5„ <br />FILLED CELL <br />7,_1., <br />W/ (3) #5'S E.W. <br />" <br />2'-6"x2'-6"X1'-0" <br />o <br />W/ (3) #5 E.W. <br />(SLSL <br />1/2" <br />E-3 <br />� 0 <br />aG <br />........... ................. __-_-_- =_I <br />r\ <br />6-3"1'-10" 3'-6" p I°° <br />o <br />T.• <br />■: — CJ CJ. CJ <br />o <br />I :: I: <br />3-1/2" MIN 3000 PSI CONC. 1 ' T-73"LA <br />a 6'-5" T-2" <br />I <br />`� <br />SLAB FOR HERNANDO <br />I <br />COUNTY ONLY <br />I <br />co <br />3-1/2" MIN 2500 PSI CONC `N <br />";,, <br />SLAB OVER 6 MIL VISQUEEN 1 M -1 S3 I <br />S3 <br />I <br />VAPOR BARRIER • • N <br />35'-4" 20'-6" <br />■ I <br />I <br />BUILDER TO <br />I <br />: <br />I : ; <br />PROVIDE <br />1 <br />(2) #5 REBAR <br />0'-0" <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL I <br />00 <br />I <br />W.H. <br />WHEN REQUIRED <br />NN <br />PER FBC <br />• .:• • • • • • • • • .:. • • • • • <br />.:• • • <br />..• •. . . . . . . . . • . . <br />. . . . . . . . . . . • . . . . . . . . . . . . . . • . . . . . . <br />o0 <br />■ <br />■ <br />■ <br />■ ■ <br />,-6„ L 5' <br />A <br />S3 <br />TYP @ 1 STORY <br />6'-43. U.N.O. <br />8 6'-0" <br />N-Iffil <br />6'-0" <br />H.B. <br />FOUNDATION PLAN. <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 />w <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1 -0 <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />�� <br />;r <br />#5 X 25" X 25" CORNER <br />' ' �'• ' ' �' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />-. <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 />0 <br />O� <br />M <br />o <br />m O <br />� Q <br />z <br />4 M <br />� N <br />_ M <br />z <br />IN — <br />� � o <br />lL <br />C!J Y <br />w o <br />o Q <br />0 W H <br />N o <br />ZD <br />U m <br />d <br />rr, <br />` E <br />0 8 <br />_ <br />=. <br />U o y <br />c � <br />Q 0 <br />m m <br />• <br />®� <br />N N <br />O M O 00 <br />Z W m� d o z <br />W <br />LY 0 ¢ =0€i�B►i <br />�w <br />c9 <br />�Z�� k3 <br />E <br />1J • �J ❑ IMP <br />CO <br />F k-0 <br />Fe <br />i 1 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawingsomply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />r` <br />o <br />M <br />w <br />z <br />zd <br />p <br />_- <br />,� <br />Q E <br />(7 <br />� o <br />QO <br />Z " <br /><N <br />Z <br />�x <br />QwQ0 <br />r-La< <br />N <br />a0 <br />.O <br />01 <br />4! 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