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c <br />c <br />d <br />1'-4" <br />V-6" 5'-78,. 6-48" 6' 0" 6-0" 6' 0" 6' 0„ 6' 0" 5'-2-38„ T-18 <br />TYP @ 1 STORY 3'-0" <br />U.N.O. <br />A <br />83 H.B. <br />7-10" <br />oo <br />I----------+- <br />-- <br />—: o -- <br />o --------�: — — <br />BUILDER TO <br />+-- <br />-------� <br />� <br />4'1-0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />O <br />• I � p'_p'• I <br />I : • <br />PROTECTION <br />WHEN REQUIRED <br />I <br />VERTICALS w/ in <br />■ : I <br />: ; <br />I : <br />FILLED CELL <br />PER FBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. - o <br />SLAB FOR HERNANDO I MN r I; K iv I <br />v <br />COUNTY ONLY S3 <br />I <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC ; <br />SLAB OVER 6 MIL VISQUEEN 2'-7434'-9" 4'-10" <br />VAPOR BARRIER <br />_ <br />■ ; — CJ -GJ — CJ <br />Cl)^ <br />5'-3" 1'-10" T-6" <br />0 <br />00 <br />I I T. D -3 1/2" <br />o 2'-6"x2'-6"X1'-0" FTGftS3 <br />___co I W/ (3) #5 E.W. 3'-5" <br />._ .� �� <br />SLOPE <br />T-1" <br />(2) #5 REBAR <br />_ <br />' ' <br />2'-6" x 2'-6" x 1'-0" <br />N ; AHU I I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />CC <br />S3 <br />FILLED CELL <br />r <br />— .__I <br />- - - 1--I- - - <br />'.'.'.'.'.'.':.' '� <br />0o <br />_ <br />I- <br />25'-10128" / �i�l 9 � <br />00 <br />5'-0" <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI PROVIDE Y2" x 9" LO <br />CONC. GROUT FROM FT. TO BEAM �� <br />W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FRT. POOR <br />I �4' I <br />SLOPE <br />I <br />L <br />S3 <br />C9 <br />v <br />o <br />"' <br />4'-0" <br />4'4" 4' 6" <br />TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />I <br />' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. <br />■ <br />........ : ■ <br />■ ■ ■ <br />IW/ 25" EXT. ABOVE SLAB "GRADE 40 i LOCATION ......................... • ........ . .......... <br />i <br />STEEL" <br />1.. <br />.�.�..�.�.�.�.�....: <br />4'-0" <br />16'-10" <br />12'-10" <br />o <br />:::: 1 :: <br />10-104 <br />STEPS AS <br />PROVIDE 1 Y2" RECESS i j / I ♦ '.::: '.'. ' : .' . <br />I <br />�r <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO KITCHEN ISLAND :: <br />MASON'S SLOPE FOR OPT. ' •' ................. : ; ' •'' '' <br />LOW WALLS i i <br />I iCj: <br />" ' •' •" " <br />CONDITIONS <br />■: WIDTH i i� CJ I------- - - - - - - CJ REF. <br />CJ-�j •■ <br />r <br />— E - - - - - - - - - �1 -_ <br />I <br />TYP @ 1 <br />- CHASE TO ISLAND <br />I <br />I i� rt <br />I D.W. I �� <br />... I It I <br />STORY U.N.O. <br />- <br />A N <br />o <br />,- <br />S3 <br />i I I I•• <br />I} t <br />co <br />I <br />%� L� _ _ J- - - :: <br />I <br />:: III 00 <br />S3 `O <br />r <br />"' <br />I SINK I DISP <br />I <br />16'-0" 2.-04.. 6'-10" ..... <br />} } 0'-01, <br />IIt <br />cl ■ <br />.. <br />O I <br />I : <br />) <br />Cl)1----------- <br />- <br />I <br />0 <br />I` - <br />---------�-- ------------------- <br />- --- - -------� <br />H.B+ <br />V-95" T-283" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-0" L 5'-0" L 5'-1 <br />3'-10" L 6-0" L 6'-0" L 3'-10" L 2' 1064" 1, 5'-116a" L 5'-0" L 54" <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 />V z <br />•--•-'�—� W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />"--#5 <br />CONTINUOUS <br />��: <br />; : _:' <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />• <br />•�• <br />', ;,: <br />; •; <br />#5 X 25" X 25" CORNER <br />�• <br />� ' <br />BAR ONE FOR EA. <br />• _ - _ <br />• •. <br />- <br />HORIZ. REBAR, TYP. <br />• <br />.• <br />U.N.O. <br />., - ., • ., <br />"Alternate: <br />The reinf. bars shall be <br />• <br />•. <br />cunt. 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 />Ic)' <br />r- <br />J <br />f <br />M <br />M <br />N O <br />z o <br />J M <br />L1 N <br />E3 <br />�v. M <br />o <br />ax <br />j, Y <br />U LeJ r.g <br />® Q <br />0 <br />-a)tJ1 c E <br />c m <br />m <br />`- o 8 <br />I <br />�� v o os <br />C U' <br />�m <br />NN <br />�N <br />M <br />2 A �' O FL Z <br />U ul 0 zH <br />J <br />N V W <br />~ y10 LLUU <br />LL W Q Q <br />N ¢ � p <br />� U <br />R .�4 <br />NF <br />� r • <br />4 <br />ww~P <br />It ^ <br />��^ \ ' z, _ <br />• ~ <br />�N <br />i <br />'v• <br />' •Qx'•F <br />e. ,ta e.w••R� <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 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 />b <br />M <br />w <br />cl7 <br />vN <br />z <br />O <br />z <br />< <br />� <br />CCf C <br />®10 <br />Wo <br />- Oo <br />LL <br />}m <br />< N <br />z <br />oa <br />H <br />O E <br />x� <br />�< <br />Q <br />OY <br />N<o <br />0 <br />ro ro <br />cn c <br />C <br />z <br />iz <br />< <br />U <br />m0 <br />o <br />Z r <br />U) <br />wm <br />¢w <br />z <br />z <br />a <br />O <br />oLL <br />W < <br />3 <br />¢ p= <br />`v <br />0. <br />a <br />°3 <br />C O <br />D <br />� <br />^L1 <br />W <br />.1 <br />(0 <br />CIO <br />> <br />CO <br />L <br />L o <br />N <br />CL <br />in co <br />f� <br />f— <br />.� <br />= <br />d- <br />0 <br />o <br />� <br />U') <br />co 0 <br />r <br />E <br />CON <br />w M N <br />o <br />z <br />E 0 •' <br />�' <br />@ <br />E .. ai <br />JOB <br />NO: 19-5335 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />