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c <br />4" <br />H.B.+ <br />1 <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />2'-104" 1. 5'-1 <br />r <br />■ ■ N. ■ ■ ■ ■- _■ ■ ■" "■ <br />■ ■ ■ ■ <br />I <br />r <br />a <br />� <br />= <br />�\ I 1 11 1 •• I <br />\ 16'-0" 2 - 6'-10" . I .. <br />•• II `'' <br />III I <br />\ <br />-3 1 /2" <br />\ <br />SINK / DISP _ _ : ; <br />; : I I go <br />ir1 <br />19 <br />L <br />I \ \ \ I I D.W. I .. • <br />D.W. <br />III M <br />S3 cv <br />o <br />r <br />L <br />I \ \ L — _ — J _ _ __ _ _ _ CHASE TO ISLAND— <br />I I <br />TYP @1 <br />r <br />— — <br />— II — — — <br />■ — — — ` <br />_ C <br />1 I <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />\ \ cj-- L------— — — — — — J OPT. ;- Te�——CJ�! <br />PROVIDE 1 Y" RECESS \ \ KITCHEN ISLAND REF. ' ' <br />; FOR SGD. REFER TO \ \ ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. <br />/'�{.1 <br />'.'.'.' : ::.:: 10'-111711 <br />PER FIELD <br />MASON'S SLOPE FOR \ LOW WALLS <br />I <br />c? <br />CONQIZfONS <br />WIDTH \I\� \ I •:::.':.'.: I <br />:.... :: <br />o <br />In <br />I \ \ 16-10" <br />\ \ <br />12'-10" <br />r <br />INDICATES FILLED CELL w/ 3000 PSI \ � \ <br />' ' ' <br />J. _ . <br />' <br />CONC. GROUT FROM FT. TO BEAM 1 \ \ HVAC CHASE I • :::::::::::::::::: ::::::::::: ::::. :: : <br />t W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON SO.-O., TOP OF COI I PAVER T BE 4" <br />.. <br />:::::::. : ■ <br />. " ■ <br />■ <br />TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED \ <br />4'-0" <br />I <br />4'-4" <br />4'-6" <br />\ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 PROVIDE Y2" x 9" <br />SLOPES <br />�q <br />STEEL" I \ FOR FRT. OOR fh <br />( <br />L <br />= <br />o <br />\ \ 'RECESS <br />\ \ 2 -6 x2 -6 X1-0 Ln <br />I 4" ( <br />S3 <br />25'-10,S" \ \ V-5t 8" W/ (3) #5 E.W. <br />41�"% <br />Ir' <br />50 <br />— — — ---�-I- - - -�I- - - - <br />q <br />I— <br />CJ CJ <br />TS3 \ \ <br />I <br />TYP @ 1 STORY <br />\ S3 CC <br />I <br />_ <br />U.N.O. <br />S3 <br />(2) #5 REBAR <br />_ <br />I3' AHU I I <br />VERTICALS w/ in <br />2-6" x 2'-6" x 1'-0" <br />■ 3'-5" <br />FILLED CELL <br />7-1" 16 <br />W/ (3) #5'S E.W. <br />21-6"x21 6"X11_01• <br />G <br />IW/ (3) #5 E.W. <br />S3 . . II •; ' -3 1/2" I <br />SLOPE <br />0 <br />::::::::::� :................ <br />_ _ <br />■. I — --� I—___— ___ <br />_ <br />r <br />5'-3" V-10" 3'-6" I 0 I = <br />M <br />II N 0) <br />• — — — — — — — — — T: — — — <br />— — — <br />• 3-1/2" MIN 3000 PSI CONC. I I ' 2'4j" 6-5" 3'4" <br />SLAB FOR HERNANDO <br />COUNTY ONLY <br />I <br />J <br />°Q <br />3-1/2" MIN 2500 PSI CONIC K <br />S3 <br />SLAB OVER 6 MIL VISQUEEN I <br />I <br />r <br />VAPOR BARRIER r r � <br />35'-411 201-611 <br />■ I <br />I <br />BUILDER TO <br />I <br />I ;; <br />PROVIDE <br />I <br />(2) #5 REBAR I <br />0'-0" <br />I <br />APPLIANCE <br />VERTICALS w! in <br />4'-011 12'-1" ' <br />PROTECTION <br />FILLED CELL I <br />00 <br />I <br />W H• <br />WHEN REQUIRED <br />- <br />PER FBC — <br />-------� <br />« , <br />00 <br />1 <br />q H.B. <br />S3 <br />TYP @ 1 STORY G <br />5'-7 6' " U.N.O. " 1 V-283" <br />FOUNDATION PLAN <br />SCALE: 14'=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. 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 />LU <br />• co a <br />CONTROL JOINT DETAIL <br />•;� • <br />:4 <br />#5 CONT REINF. SEE <br />.; <br />•• <br />. • • <br />FND. FOR QUANTITY <br />7'• ;7 <br />��• <br />', '.�.' <br />�� <br />:r <br />#5 X 25" X 25" CORNER <br />' ' ' <br />BAR ONE FOR EA. <br />' <br />• • <br />HORIZ. REBAR, TYP. <br />Ir •' <br />.• <br />•• <br />U.N.O. <br />1. <br />• •, <br />le <br />"'Alternate: <br />• <br />The reinf. bars shall be <br />- • • • • • <br />cont. around comer by cold <br />vp <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR <br />DTL. <br />SCALE: 1 1/2"=V-0" <br />1n <br />U <br />z o <br />Z <br />Z <br />Q <br />a <br />U) Z <br />Cn U <br />w <br />•U — <br />O - <br />ZD <br />ct3 U <br />U <br />m o <br />&"I M <br />w E <br />L° c cy <br />U <br />1 U_ <br />< rn <br />J d <br />BD•Witi�r�� <br />NCB "t' <br />t <br />v ° <br />Ca <br />LU <br />LLM <br />0. <br />To the best of the Engineer's know) , I 4WA,and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />1f <br />O <br />O <br />z <br />0 cu n <br />> C <br />M <br />Q 'gyp Ln <br />G•. to •,_ d- <br />v U_ In <br />a <br />GC U p_ 00 <br />Q E <br />z§ � <br />W <br />J 0 <br />W� <br />�5 <br />Z <br />J� <br />480, <br />CL <br />�9zwz <br />J 2= <br />J <br />O <br />I{�,i <br />�© I- <br />N <br />O <br />T-aai <br />Z <br />ru <br />0 <br />>_ <br />L <br />o <br />cnk <br />fu <br />d. <br />z <br />O <br />. <br /><�� <br />o <br />cps <br />o <br />c <br />Z <br />f*4 <br />W � <br />lSl <br />J <br />N�� <br />Ln <br />-4 <br />LLJ <br />Z <br />di <br />2: <br />Z <br />¢ z <br />� Z v <br />� <br />Ir <br />ro <br />m <br />O <br />o <br />06 <br />z <br />g <br />= <br />7­4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO" 10 <br />SHEET NO. <br />6.0 <br />