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c <br />d <br />1'-6" 5'-�1" 6'-q" 6'-0" 6'-0' 6'-0" 6'-0" 6'-0" 5'-2a 1 T-18.1 <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />-- <br />■■ M <br />M <br />M <br />M ■ M <br />■ <br />i>t M <br />an <br />_---------- <br />�- <br />--- <br />=: ° -- <br />° ---------�-: — -- <br />BUILDER TO <br />+-- <br />-------i <br />4,-0" <br />12'-1" W.H.O <br />PROVIDE <br />APPLIANCEAR <br />I 0'-0" I <br />; : <br />I :: ; : <br />PROTECTION <br />WHEN REQUIR <br />D <br />VERTICALS w <br />FILLED CELL <br />35'-4" <br />PER FBC <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. o <br />SLAB FOR HERNANDO K N I <br />v <br />I COUNTY ONLY •' 33 T <br />J <br />53 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'44"'-9" 4'-10" <br />I <br />VAPOR BARRIER <br />— CJ GJ — CJ <br />a, <br />n <br />M <br />5'-3" 1'-10" I3'-6" 7 <br />I p I N I o� <br />: <br />q <br />■ .. I .,b— -E- — — <br />_ roo . o <br />P. W T. D -3 1/2" I <br />'x2-6 "X1-0JFTGG2-6SLOPE <br />_ _ <br />W/ (3) #5 E.W. S3 .._ _._ ... '- 3'-5" <br />7'_1„ <br />(2) #5 REBAR <br />1. I r : I r <br />2'-6" x 2'-6" x <br />AHU I I <br />I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. S3 <br />K S3 <br />I S3 <br />ici <br />FILLED CELL <br />CJ•- <br />- - - <br />- �-I iL4 <br />o <br />..... ...... . .'...'.'.' .' .'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... <br />■ <br />— -- — — — — — <br />25'-1 Ot s.. g _r128� <br />M. 5 -0 �� <br />00 <br />I ' 7-6"x2441X1'-0" FTGJFM�2h <br />W/ (3) #5 E.W. <br />c� <br />INDICATES FILLED CELL w/ 3000 PSI I I PROVIDE Y2' x 9" 'j' <br />CONC. GROUT FROM FT. TOBEAM/ / RECESS FOR FRT. OOIR <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />SLOPE <br />L <br />S3 <br />"' <br />4'-0" <br />4'-4" 4'-6" <br />TYP @ ALL PLACES SHOWN I HVAC CHASE TOP OF CONC.I PAVER T BE 4" <br />' BASED ON 0':0:' <br />HOOKED FTG. DOWELS 5" EMABED BELOW FIN. FLR. <br />■ <br />: ■ <br />■ ■ ■ <br />I W/ 25" EXT. ABOVE SLAB "GF#ADE 40 I LOCATION I <br />STEEL" i i� <br />�. <br />�.�.�.�«�.�.�.�....... <br />I / <br />I <br />4'-0" <br />i 16-10" <br />I <br />. •12'-10" <br />o <br />:" :: <br />10'-104" <br />,-Qn <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y" RECESS � � � I • •• � � •• •• � � � •• <br />I <br />v <br />PER FIELD <br />CONDITIONS <br />FOR SGD. REFER TO ( KITCHEN ISLAND <br />MASON'S SLOPE FOR LOW WALLS OPT. ................. " ..• <br />WIDTH CJ ------� iCj: <br />' ' • ..' <br />I-------CJ REF. <br />■ ii� <br />CJI ■ <br />r <br />_ _ <br />- <br />/ —III-j ND <br />° I <br />TYP @ 1 <br />L <br />CHASE TO IS <br />.. .�.,... <br />I i i / I I 10o I I <br />I D.W. I o O <br />} I <br />I I <br />STORY U.N.O. <br />N <br />...o... <br />I I I <br />lit <br />A <br />op <br />/ I L - - - - - J <br />zo <br />4 <br />co <br />;� <br />I 3 1 /2" <br />I <br />I i / SINK I DISP <br />I t c� <br />} 0,-0„ <br />L — _ <br />2.. <br />16-0' 4 6-10' <br />, <br />■ <br />} <br />r I / <br />III <br />I <br />oit <br />I <br />H.B+ <br />64" V-98" 3'-28" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />V-10" <br />-10" � 6'-0" � 6'-0" � S-10" � 2'-10 4" I 5'-11�" 5,-0.1 L R-4" <br />FOUNDATION PLAN <br />SCALE: Y4'=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <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 8 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 />CONTROL JOINT DETAIL <br />SCALE: 11/2"=1'-0" <br />.; <br />•;: <br />#5 CONT REINF. SEE <br />. j <br />, . , • <br />'•. <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />•` �' <br />BAR ONE FOR EA. <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 DTL. <br />SCALE: 1 1 /2"= V-0" <br />C� <br />Z co <br />—8 <br />Z <br />Z <br />Q <br />J <br />a <br />u, Z <br />Q) <br />cn <br />4-J w <br />0 <br />U - <br />O Of <br />E <br />�� <br />o0 <br />mNM <br />U <br />W <br />� <br />a� M <br />C W M <br />�oN <br />OEM~Us <br />0 Y — <br />Y <br />N ao <br />U.) �I <br />Q rr <br />Q o <br />A , <br />B D. <br />N "ll <br />w � • �4 �Q <br />N � t% <br />RA F�l <br />W Li: : <br />0z..Mf <br />#ESSI <br />LL W A CP4) C <br />o <br />Q <br />J <br />o00 <br />❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and speciflcations contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z NO <br />0 � N <br />V) M O <br />1fM <br />Q U-) Ln <br />In <br />^ <br />ZH U_ <br />CLCn <br />Ce V CL <br />00 <br />Z i0 <br />J�~ <br />W <br />J <br />�o <br />�to <br />u,i(ga <br />p, <br />0i�S— ? U <br />QU <br />Z Z <br />l7 <br />W <br />1� <br />p <br />W <br />FW <br />I- <br />T <br />g Z <br />> <br />o <br />= <br />'� <br />— <br />/� <br />Z <br />W <br />8 <br />Igg <br />r <br />1 ` <br />8 <br />im Z <br />Q� <br />Z <br />W <br />LnOF <br />LL1 <br />LL <br />Zz <br />lLS LL <br />O <br />Ln <br />z <br />Q <br />Z <br />� <br />0 <br />2 <br />FU <br />•-+ <br />a <br />Ln <br />E <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 2v0 <br />SHEET NO. <br />6.0 <br />