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1� <br />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH SLAB THICKNESS <br />REINF. SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />cWn <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=14' <br />CONT REINF. <br />:E FND. FOR <br />JANTITY <br />X25"X25" <br />)RNER BAR ONE <br />R EA. HORIZ. <br />BAR, TYP. <br />J.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE:1 1/2"=14" <br />46'-8" <br />15-4' 1514" 16-0" <br />_ _4'-4" 4'-0" T-10" 3-2" 15'-4" 4'-8" 7-0" 4'-4" <br />41 <br />I AC PAD I I L A <br />L = -JJ S3 S3 <br />TYP. <br />O. <br />+ U.N. <br />7ALT <br />7 I • • • • • • • • • <br />AC PAD I I INDICATES FILLED CELL 00 °P <br />IL —J1 I W/3000 PSI CONC. GROUT <br />o L _ �—J I FROM FTR. TO BEAM <br />W/ 1#5 REBAR VERT. I • <br />ABOVE SLAB. TYPICAL N I a <br />I @ ALL PLACES SHOWN r I v o <br />o - - <br />HOOKED FTG. DOWELS 17" r <br />i M U) <br />EMBEDMENT W/ 25" T <br />EXT. ABOVE SLAB "GRADE 40 r- <br />I 4" <br />- • I <br />I • <br />STEEL" <br />i o STEP <br />co <br />�'' 12'-8" DOWN <br />2 4 " I <br />o <br />I <br />Z-1 /2" 2'-51/4" <br />C.J_ <br />I <br />• <br />I <br />• <br />`? <br />C.J. <br />— <br />___ ________ <br />L— — --- — — — — — — <br />_ <br />— -- — <br />— <br />' <br />C — _ <br />�� <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER <br />M <br />° I I <br />IJ � — _ _��� <br />I S3 <br />I TO MASON'S SCOPE <br />FOR WIDTH <br />(2) #5 VERTICALS <br />n <br />I <br />N <br />r <br />W/IN FILLED CELL <br />O <br />T <br />I 0? <br />� Is <br />1 ( <br />0 0 <br />o iI� <br />4 <br />I <br />II <br />91. <br />4'-0" <br />I <br />M <br />— — — <br />— — — <br />V2' MIN. 3000 PSI CONC. SLAB <br />— <br />C.J. <br />I I113 <br />_-3„ <br />o <br />I <br />FOR HERNANDO COUNTY ONLY <br />UI <br />_ <br />V2' MIN. 2500 PSI CONC. SLAB OVER <br />-5" <br />I <br />( 6 MIL VISQUEEN VAPOR BARRIER <br />60 <br />N <br />• I <br />I <br />r <br />I 9" <br />o <br />T <br />I <br />0'-0" ELEV. <br />FIN <br />CONC. SLAB / <br />C — <br />— <br />— — <br />91-5 I <br />I <br />• I <br />/�//^ <br />1 <br />o I <br />o <br />_ <br />s3 <br />I <br />�o <br />I • <br />EO <br />TYP. <br />U.N.O. <br />22'-7 1/16" <br />6-3 1/2" <br />17'-9 7/16" <br />I <br />31_8" <br />I 24'-10" <br />q <br />I <br />7 —_— <br />I <br />II jI • <br />L_ <br />PROVIDE <br />LINE FOR <br />— I <br />I<— —� <br />— <br />I� <br />I CONDENSATE <br />LINE <br />I <br />_ <br />I <br />CE MAKER I X <br />---- <br />_ <br />I <br />r- <br />►----- <br />-� <br />__ _ <br />rl <br />r <br />C.J. <br />STEP o <br />_ <br />_ <br />—• <br />T <br />\C I <br />_° <br />I� <br />co <br />Kzl* <br />I <br />I °' <br />MIN. <br />1- <br />3-8'I <br />= <br />C9 <br />nY <br />I <br />I7 <br />BUILDER TO PROVIDIE <br />r <br />PROVIDE 1/2"x9" <br />S 3 <br />WHEN REQUIRED PERTIOFk <br />r, <br />RECESS FOR FRT. DOOR <br />I <br />I <br />M <br />o <br />0 4 <br />I (O <br />I <br />I <br />TOP OF CONC./ PAVER TO BE <br />LU <br />I <br />4" BELOW FIN. FLR. <br />F— — <br />— <br />o <br />p <br />I <br />4„ <br />I (2) #5 VERTICALS <br />C.J. <br />I W/IN FILLED CELL <br />C.J._ <br />W <br />— j — S3 I/RECESS <br />(2) #5 VERTICALS <br />T W/IN FILLED CELL <br />"SEE S-3 FOR <br />RECESS OPT." J <br />q A I L L----- S3 I • <br />YS3 I S3 OR -8"N TYP. I LT.L-- — — --------- -- <br />Is . . . N . di re . <br />3'-0" T-O" 2'-9" 1'-4" 8'-O„ 2'-0" 16'-0" 2'-0" <br />12'-8" 4'-8" 9'-4" 20'-0" <br />46'-8" <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 & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />0 <br />r; <br />A1 <br />S3 <br />TYP. <br />U.N.O. zo <br />O1 <br />CV <br />o0 <br />M <br />�0 <br />0 <br />v <br />v <br />10 <br />I <br />A <br />S3 <br />CO <br />TYP. <br />U.N.O. <br />M <br />- -F <br />Co <br />M <br />FOUNDATION PLAN_ <br />SCALE: %4'=1'-0" <br />O <br />C9 <br />zM <br />0 <br />— o <br />Z CQ° <br />Z Q <br />Q <br />J <br />CL <br />O <br />V) (D <br />Q) <br />cn <br />w <br />p <br />'U <br />— <br />.E <br />w <br />OCLI <br />F- <br />Vi = <br />o <br />0 <br />SO(n <br />~ <br />U <br />COr, <br />N <br />W <br />~ E <br />—8 <br />N M <br />C) Cl) M <br />S N <br />000 <br />L LL. 00 <br />Ly Y <br />n o <br />Q 0 <br />�IQ o <br />A1 <br />®®_° <br />NC�B �DC <br />XV <br />�, � <br />d <br />a <br />-N <br />:��: .•` <br />oo <br />o <br />Lea N <br />oLZ <br />Z <br />. <br />M �'.. �. <br />Wry.... <br />LL, ;�° r <br />< y <br />Zrn4� C. <br />, G <br />- <br />y C' <br />Z Nr; <br />LL <br />�. <br />LL, CN <br />RON <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th 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 <br />0 n <br />O <br />i>+ M O <br />M <br />Q (0 LIB <br />a. cn•L� <br />Q LL <br />V fl.00) <br />`� <br />Q <br />z <br />WJ <br />C:) <br />O z <br />WLLO <br />W ZF-14a <br />m z Z > <br />W <br />U2:U) <br />1=z>.zQU <br />zr<UU2: <br />_ z w Z <br />La <br />CL LO <br />O N O o <br />U=OF—wN <br />O <br />F aOZO <br />M <br />��� <br />O <br />Lf) <br />�1 <br />� <br />Q <br />� <br />z <br />J <br />O <br />LU <br />V <br />W < o o <br />cg <br />Q00 <br />U l- z L_ <br />-0 <br />ZO.0 <br />W OF- <br />w <br />N Z <br />�4�W� L <br />J <br />O <br />S� 2: <br />ASS>�oa <br />O <br />W WOu_za <br />Cr W O <br />QOo <br />/1 <br />w� <br />'-pz¢ <br />O <br />® <br />J2�YW <br />Q <br />O <br />O <br />LL Z <br />< <br />> <br />15O <br />z <br />O <br />J <br />0- LL. <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />5oll <br />JOB NO: 17-5175 <br />SHEET NO. <br />5 <br />