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C <br />C <br />d <br />M11i <br />T-O" <br />H.B. <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />6'-0" <br />5'-4" <br />■ ■ ■ ■ ■ ■ ■ m <br />Ili <br />■ <br />■ ■ <br />— --- •--- <br />�--------------------I—;-;- <br />I <br />�, <br />:: <br />-v <br />I <br />\I � 2,_�„ <br />\ 16'-0" a <br />III Cl) <br />0'-0LM <br />r -3 1 /2" <br />I \\ <br />SINK /— DISP _ ; ; <br />I <br />:: } _ <br />} <br />LO <br />_ ; ; <br />b <br />oo <br />III <br />A - <br />o <br />;Tn <br />\ \ I <br />D.W. j oa <br />c) <br />III <br />S3 � <br />v <br />I <br />\� \ IL===J _____-- I CHASE TOIS D T <br />_--- _--------- I ---- <br />o I I <br />I I <br />TYP @1 <br />STORY U.N.O. <br />r <br />STEPS AS <br />PROVIDE 1)z RECESS \ \ CJ L — — — — — — — — — — — — J CJ OPT. : --r C 1 CJ ' <br />CJ I ■ <br />REQUIRED <br />I FOR SGD. REFER TO \ \ REF. ..... <br />' ' ' ' ' ' <br />. <br />10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR \ KITCHEN ISLAND ; ; <br />I <br />: ; <br />CONDITIONS <br />WIDTH \�� \ LOW WALLS <br />I <br />4'-0" <br />I \ \ 16'-10" <br />•12'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. <br />\ \ <br />W/ (1) #5 REBAR VERT ABOVE SLAB :::::::::::::::::: ::::::::::::. <br />■ ■ ■14 <br />.::::::::::: <br />TYP @ ALL PLACES SHOWN I \ \ I <br />TOP OF CONC./ PAVER T 4" <br />■ <br />■ 4'-0" <br />4'-4" <br />4'-6" <br />(2) #5 REBAR <br />I HOOKED FTG, DOWELS 5" EMBED \ \ 0'-0" BE <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE BELOW FIN, FLR. <br />I STEEL" \ � <br />SLOPE I <br />FILLED CELL <br />\i6' PROVIDE %2' x 9" <br />4 <br />\LOCATION <br />\ I RECESS FOR FRT. POOR ih <br />L <br />\ <br />\ \ 2'-6'x2'-6'X1'-0" FTG ro <br />I 4' <br />S3 <br />o <br />7 <br />25'-10125" \ \ 9'-5&2j" W/ (3) #5 E.W. <br />51_0" I <br />in <br />V <br />\ \ � � <br />0 <br />TCJ CJ \ \ <br />• \ <br />#5 REBAR <br />TYP @ 1 STORY S3 <br />: I gg CC <br />(2) <br />jini <br />U.N.O. <br />\ <br />_ S3 <br />VERTICALS wI <br />ri I : AHU I I <br />FILLED CELL <br />iv <br />2'-6"x2'-6"X1'-0" FTG ; I :: _3'-5" <br />^ <br />W/ (3) #5 E.W. <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />"a <br />T <br />(2) #5 REBAR <br />VERTICALS w/ in <br />G -3 1/2" <br />S3 ; <br />I I I PT <br />SLR I <br />FILLED CELL <br />5'-3" 1'-10" T-6" 1 p D11 r <br />MCID <br />— — — — <br />I <br />[--T1 — — — CJ <br />■ — CJ CJ <br />— — — <br />o <br />IT <br />I .. <br />3-1/2" MIN 3000 PSI CONC. 1 2'-2a 7'-10" 1'- EDGE OF SLAB 2" <br />I <br />I SLAB FOR HERNANDO BEYOND WALL <br />I <br />COUNTY ONLY <br />N <br />3-1/2" MIN 2500 PSI CONC �� K <br />J <br />to <br />SLAB OVER 6 MIL VISQUEEN 1 � !� I S3 0 1 <br />S3 <br />VAPOR BARRIER T ( T <br />35'-4" 20-6 " <br />BUILDER TO <br />PROVIDE <br />I <br />(2) #5 REBAR I <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL <br />WHEN REQUIRED <br />L---------� <br />PER FBC <br />--- <br />-- --------�' <br />— <br />-- <br />— <br />------ <br />50 <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />5' <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-0" <br />14 in <br />H.134 <br />7'-1 <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 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 r1/8" 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 />-`---v v W z <br />w� <br />.p d. <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />;;: <br />#5 CONTINUOUS <br />.; <br />, .: • <br />�. <br />REINF. SEE FND. FOR <br />QUANTITY <br />•• <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' <br />• •- <br />HORIZ. REBAR, TYP. <br />•., .... <br />U.N.O. <br />• ►, • •. • •, <br />`*Alternate: <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 />-' <br />0 K/ iire� <br />...s• <br />.10 <br />r <br />•• <br />•••'••....... <br />F L 0 z <br />••'�•��+ <br />�or. <br />�OrESSIW, <br />N <br />+'r"IfIllrt <br />it, 10N\0 <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 2017 <br />Florida Building Code - <br />Residential 6th 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 />0 <br />H <br />Q <br />3 N fp OnD <br />0 O C N J <br />It- <br />0 <br />.g0 <br />_jT� J# W <br />U_ U. LL d <br />Q <br />6 W VJ <br />ai as � <br />Z <br />� U) 0 = I— <br />m <br />M m <br />= C' � <br />0f ` a 2 2 <br />9 <br />W <br />Z <br />LLW <br />E 91 <br />r N p ❑ <br />=qq <br />NQr,z U F— J <br />Z <br />V 1 1 <br />W <br />z � <br />g <br />C� g <br />z <br />J <br />tZ <br />U) <br />(n <br />Z v <br />'n <br />V LLo <br />LU <br />0 <br />,., WE <br />N <br />�N <br />c EE <br />o <br />' <br />U 0° <br />w m <br />= o g <br />�! <br />C <br />Q <br />c <br />Q I a <br />see <br />O <br />Mz <br />w <br />M <br />o <br />ZZ <br />Q <br />LL_ <br />z o <br />w�z® <br />� <br />a <br />� <br />N <br />Qoa <br />30 <br />az <br />00 <br />oZ <br />O <br />N <br />9 <br />i <br />�o <br />0 <br />ao <br />az <br />a� <br />4? <br />C <br />W- <br />'m <br />m0 <br />Zz <br />'<W <br />z <br />a�i <br />J <br />` z <br />u� <br />CIO <br />3 <br />R <br />o <br />g° <br />W <br />o <br />Z <br />wa <br />L I <br />_ <br />I111111111� <br />co <br />v <br />�� <br />� <br />°3 <br />0 <br />i <br />M <br />A/ <br />Cfl <br />LL <br />CU <br />J <br />O <br />L.L <br />c <br />in <br />2 <br />T� <br />T <br />0 <br />•� <br />Z NO <br />r <br />M <br />Q <br />r <br />c co <br />ci <br />M <br />wT; <br />N <br />M <br />y M <br />o <br />z <br />Z <br />c <br />E O <br />E <br />d ui <br />M <br />c <br />a.0 <br />_ <br />Q 0— <br />c <br />JOB <br />NO: <br />20-2744 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />