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c <br />c <br />d <br />55'-10" 1'-7 <br />3" <br />6" 5'_78.' 6 42" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2$" 7, 18 1'-4" <br />TYP @ 1 STORY T-0" <br />U.N.O. <br />A <br />S3 H.B. <br />00 <br />r----------� <br />--- <br />—; <br />° -- ° �--------7: <br />—BUILDER <br />+-- <br />-------) <br />TO <br />(2) #5 REBAR <br />4'-0" "IT-l" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />.0 <br />O <br />0'-01, <br />; ; <br />; ; <br />I ; : <br />PROTECTION <br />UM <br />IWHENR <br />PER FBC <br />1 <br />35� 4" <br />20'-6„ <br />3-1/2" MIN 3000 PSI CONC. <br />b <br />iv <br />I SLAB FOR HERNANDO I M <br />;n <br />COUNTY ONLY r <br />I <br />S3 <br />I <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />; <br />SLAB OVER 6 MIL VISQUEEN <br />2'-7a" 4'-9" <br />4'-10" 1:- <br />VAPOR BARRIER <br />EDGE OF SLAB 2" <br />_ <br />■ <br />I <br />I: <br />BEYONDWALLGJ <br />( <br />o� <br />TT- <br />1-10"5-3" 3.6„ <br />r,O <br />oCJ <br />N <br />I °� <br />MTa <br />(2) #5 REBAR <br />VERTICALS w/ in <br />------------------------- <br />PT. <br />OPT. D <br />r> <br />FILLED CELL <br />I I <br />' • <br />-3 1/2 <br />2'-6"x2'-6"X1'-0" FTG G <br />W/ (3) #5 E.W. S3 <br />_ _ _ _ <br />3'-5" <br />SLOPES I <br />7 1. <br />(2) #5 REBAR <br />I :� :: I : <br />2'-6" x 2'-6" x 1'-0" <br />I <br />I <br />"' <br />I AHU <br />I <br />I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. q <br />`V <br />/ <br />:.// <br />K <br />I S3 <br />GC <br />S3 <br />FILLED CELL <br />I <br />LFj <br />_ <br />u' <br />r <br />S3 <br />J <br />_ <br />r <br />CJ CJ / / :: Ij <br />.............. <br />— — <br />o <br />ih - <br />128 <br />/ / <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />I -4" I <br />Lr <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />/ I <br />/ <br />PROVIDE Y2" x 9" 't' <br />RECESS FOR FRT. )OOR <br />SLOPE I <br />� <br />_ <br />VERTICALS w/ in <br />FILLED CELL <br />W/ (1) #5 REBAR VERT ABOVE SLAB. <br />( <br />/ / <br />/ /k_HVAC <br />/ <br />CHASE <br />TOP OF CONC.tPAVER <br />T BE 4" <br />4'-0" I <br />4'-4" 4'-6" <br />TYP ALL PLACES SHOWN <br />> i <br />/ / <br />BASED ON <br />1_ <br />BELOW FIN. FLR. <br />■ <br />. • ` .. ■ <br />■ <br />■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I I ............. • ..... ..... ...... <br />/ / LOCATION ... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />... <br />' <br />( STEEL" <br />/i/ <br />1— <br />----------) <br />:12'-10" <br />4'-0" <br />16'-10, <br />o <br />:: <br />co <br />STEPS AS <br />PROVIDE 1 y" RECESS I/i I .. I <br />v <br />REQUIRED <br />PER FIELD <br />/ / / <br />I FOR SGD. REFER TO / / <br />MASON'S SLOPE FOR / <br />KITCHEN ISLAND <br />LOW WALLS OPT. <br />:::::::::::::::::::: <br />iCj: <br />10'-104" <br />CONDITIONS <br />■ <br />WIDTH / i <br />GJ r------ <br />—� CJ REF. <br />—LCJ <br />CJ—ITIj <br />( <br />■ <br />r—_— <br />/i/ <br />— — — �— — �I—I-- <br />—j� <br />--- ----- <br />— —---- <br />—�___— — <br />------ —=__ <br />— <br />— — <br />— — <br />— fi— �- — <br />— — — <br />° I j <br />— <br />TYP 1 <br />- <br />� � <br />CHASE TO ISLAND <br />•�� <br />t <br />I <br />STORY U.N.O.O� - <br />o <br />col <br />S3 <br />II D.W. I <br />L- — <br />% / <br />I <br />I '; <br />.. <br />,' li{ <br />III <br />S3 in <br />� <br />`n <br />_ <br />I / I <br />/ / <br />_— — <br />SINK / DISP <br />— <br />; <br />I <br />I { M <br />I <br />I 3 1 /2" <br />. <br />It <br />0'-0" <br />I <br />'•I <br />c+° <br />■ <br />■ ■ ■ <br />■ <br />■ ■1 <br />■ <br />■ <br />■w <br />■ <br />■ <br />■ <br />■ <br />■ <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />1'-9$" L T-28" L 5'-0" L 5'-0" L 5'- <br />[wolf <br />2'-106d" <br />5'-11 aa" <br />64 <br />_4„ <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 />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.• • <br />• `' <br />:;: <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />�.; <br />"• ' <br />QUANTITY <br />,• ,, <br />,� ; ; <br />', ',; ' <br />: ;,: <br />#5 X 25" X 25" CORNER <br />'•; "� '• ; "�; <br />; ; :' <br />BAR ONE FOR EA. <br />- • _ <br />= <br />HORIZ. REBAR, TYP. <br />• <br />U.N.O. <br />- •. <br />*'"Alternate: <br />_ <br />` •, <br />The reinf. bars shall be <br />•. • •. • •. • • • •, <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 />Q <br />�v <br />s <br />gR0 <br />iBE <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 />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />l` <br />Q <br />o E oo <br />'o <br />O M N # <br />V <br />O N J <br />N O m -L <br />J <br />C <br />M <br />W N 3k u Ltl <br />rn r` ti a LL w a <br />N O a <br />d <br />}� <br />V <br />Z <br />103 <br />J <br />K d <br />r �� 0 OO <br />o O <br />�. <br />W <br />� '� (V O � O J <br />� 1 <br />I IL <br />v°� Q a <br />z <br />N m Z to O <br />OU U vvi <br />W <br />�[�❑ <br />V (M•1 � <br />z N O <br />O O <br />z o <br />ca- <br />V) <br />N <br />z <br />cD o <br />4- <br />Q <br />tra <br />L o <br />04 <br />v <br />E <br />t 8 <br />U4w. <br />o <br />w <br />p <br />N m <br />em <br />O <br />� <br />¢ <br />W <br />M <br />M <br />o� <br />z <br />a <br />c E <br />E <br />o� <br />F z <br />gU <br />z® <br />❑ a <br />UO <br />(O <br />_ <br />XU <br />¢a <br />�U <br />oQ <br />O <br />Nw <br />¢ <br />o <br />ao <br />wz <br />M <br />e <br />cc"O <br />S U <br />mo <br />o <br />of <br />z <br />z <br />- <br />J <br />o <br />° <br />¢w <br />zz <br />¢ <br />z <br />a <br />oa <br />u <br />t� <br />�o <br />mw <br />O <br />H <br />z <br />w <br />°I8 <br />�o <br />O <br />co <br />r <br />Ya= <br />� <br />O <br />L6 <br />I..L <br />N <br />t`0 <br />lw,+J <br />W <br />� <br />■> <br />U <br />O� <br />CD <br />T' <br />_ <br />C o <br />OL <br />Q) <br />I <br />N <br />r <br />00,0 <br />CO <br />.. <br />E <br />.= T <br />M <br />i; <br />o <br />Z <br />E O <br />a <br />_ <br />U °_t <br />¢ 0 <br />JOB <br />NO: <br />20-8083 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />