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4 <br />a <br />1' <br />H.B.; <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />2'-10 . 5'-11ij" <br />T <br />T <br />= <br />Y0,;, <br />M <br />0 <br />` I <br />16'-0" 2'-9a' V-10" • I : ; <br />:: I I } 0 -0 I ■ <br />O <br />1/2" <br />-3 <br />I \ \ <br />} <br />co <br />I \ \ / DISP <br />`n <br />LO L <br />S3 <br />\ t .—a,-SINK - - <br />\ \ I D.W. I i I I .. O <br />I \ \ rF l ----- :: <br />III <br />IIt <br />A <br />fV <br />S3 <br />` <br />O <br />I CHASE TO IS D_ <br />\� \ �� ----------- <br />0 f I I <br />1I <br />TYP @1 <br />STORY U.N.O. <br />r <br />STEPS AS <br />PROVIDE 1 Y" RECESS \ \ CJ L - - - - - - - - - - - - i CJ OPT. -r- �;1 CJ, : <br />CJ- 4 I ■ <br />REQUIRED <br />I FOR SGD. REFER TO \ - \ REF. • .. • • • . • • • • • • . • <br />10'-101" I <br />' ' <br />PER FIELD <br />MASON'S SLOPE FOR \ KITCHEN ISLAND : :: <br />I <br />:: <br />�Q <br />CONDITIONS <br />WIDTH \I� \ LOW WALLS <br />�* <br />4--0" <br />I \ \ 16-10" <br />•12'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />\ \ <br />J <br />W/ (1) #5 REBAR VERT ABOVE SLAB ........... <br />:.......... <br />. <br />TYP @ ALL PLACES SHOWN I \ \ I ..................................: . <br />TOP OF CONC./ PAYER T BE 4' <br />■ 4'-0" <br />4-4- <br />4'-6" <br />01 <br />(2) #5 REBAR <br />I HOOKED FTG. DOWELS 5" EMBED \ \ 0'-0" <br />\ HVAC CHASE BELOW FIN. FLR. <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ <br />I STEEL �� \ \ BASED ON <br />SLOPE <br />FILLED CELL <br />\i6 ' \ LOCATION PROVIDE %2' x 9" <br />\ \ I RECESS FOR FRT. POOR ih <br />I <br />\ <br />FTG in <br />��I <br />G <br />v <br />o <br />25'-10� $" \ \ 9'-5�" W/ (3) #5 E.W. <br />4-4' <br />"'2'-6"x2'-6"X1'-O" <br />I \ \\ . . . . . . . . . . . . . . . � <br />- - - - —�— I — — — _ ec•I�c _. — — <br />■ <br />O <br />9 <br />= <br />q' <br />I CJ CJ <br />\ <br />#5 REBAR <br />TYP @ 1 STORY 3 <br />I S3 CC <br />(2) <br />U.N.O. <br />\ <br />S3 <br />VERTICALS w/ in <br />I I C I AHU I I <br />FILLED CELL <br />iv <br />i 2'-6"x2'-6"X1'-0" FTG _ I :: 3'-5" <br />^ <br />W/ (3) #5 E.W. ^ �� <br />T-1" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />"F° <br />r <br />t <br />(2) #5 REBAR <br />VERTICALS w/ in <br />y -3 1/2" <br />I _ <br />I I I OPT. D pT. <br />SLOPE <br />M <br />FILLED CELL <br />03--6- <br />5'-3' 1'-10" I p I I: 7 f T <br />r <br />M <br />— — — — II O <br />I <br />- <br />- CJ :: CJ — CJ <br />O <br />3-1/2" MIN 3000 PSI CONC. I I ' 2'-7a" 7'-10" 1'- ': EDGE OF SLAB 2" I <br />'- <br />SLAB FOR HERNANDO : BEYOND WALL <br />COUNTY ONLY <br />J <br />N <br />3-1/2" MIN 2500 PSI CONC K <br />to <br />r� <br />S <br />r CV <br />VAPOR BARRIER r <br />35:-4" 20'-6" <br />■ • 10'-0" <br />I :: <br />BUILDER TO <br />:: <br />:: <br />PROVIDE <br />I <br />(2) #5 REBAR I <br />I <br />I : ; <br />APPLIANCE <br />VERTICALS w/ in I <br />4-0" <br />12 1" <br />O <br />CTION <br />PROTEREQUIRED <br />FILLED CELL <br />• <br />WHEN <br />L.W.0�•�•.— <br />PER FBCLM <br />-- <br />-------J <br />s_ <br />5' <br />M <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6' <br />H.B. <br />T- <br />FOUNDATION PLAN MONO — ELEV—Al <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 />VWVF PLACED IN 1/9' 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 />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <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 comer 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 />lI <br />< 'O <br />hb <br />CF ._ <br />s t <br />��f'�' '••,,,. <br />g �� .• <br />F 1. "..• � � <br />,��, <br />oROP •'O�R,� 11 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply 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 />EE coo �tp� <br />C 8 <br />O <br />C J <br />N co It <br />� � � <br />cf <br />M <br />S <br />7 '�2s2 LL J a fl <br />M 2 W LL N Ce <br />> C lL SS a d Y <br />z <br />C rn rn cc <br />O <br />W <br />E o) d o o <br />N O y <br />�CoZ so <br />z <br />04 C.1 � J <br />° ❑DDD <br />W <br />9 <br />� <br />z <br />g <br />z <br />a <br />� <br />p <br />u- <br />C1 <br />(.0 <br />i ,.i <br />� <br />U <br />` <br />c <br />Q <br />�Q <br />CAD <br />M <br />M <br />M <br />ffi <br />LL- <br />�LL <br />R <br />r <br />20 <br />o0 <br />co <br />$ <br />U <br />0 U <br />Z <br />CN <br />a:� <br />ra <br />o <br /><om� <br />o <br />z <br />C <br />- C <br />J3� <br />oz <br /><'W <br />N <br />3 <br />gi <br />vz <br />W <br />CL <br />� 3 <br />J <br />w ,� <br />LL <br />N <br />v W <br />=K <br />�� <br />J <br />O <br />W4 <br />'- <br />zl <br />of 3 <br />0 CV <br />AL' <br />W <br />'= <br />c <br />00 <br />CV <br />m <br />� <br />O <br />m <br />■� <br />Z <br />LO <br />r <br />(rD- <br />T <br />E <br />oo <br />.7 <br />O <br />co <br />d <br />Z <br />C <br />E O <br />N T <br />ram. <br />fa <br />C <br />d <br />U J <br />Q 0 <br />J <br />JOB <br />NO: <br />19-8534 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />