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REFER TO <br />MASON'S SLOPE FORI II II <br />I <br />T-42'" <br />T-1 1" <br />2 <br />'-8" <br />)1_011 <br />UJ <br />X (n <br />.5 <br />ih <br />CONDITIONS <br />WIDTH II Cn <br />= �0 <br />4'-0" <br />11 <br />20'-6'1 <br />6-8" <br />i <br />EDGE OF SLAB 2" <br />BEYOND WALL I <br />L (2) #5 VERTICAL <br />BARS <br />= x <br />KITCHEN ISLAND I <br />KBUILDER <br />TO PROVIDE <br />Z-) <br />LOW WALLS ....... <br />APPLIANCE PROTECTION I,, S3 <br />CHASE TO <br />WHEN REQUIRED PER FBC <br />INDICATES FILLED CELL 3COO PSI 1zo <br />ISLAND <br />w/ <br />CJ <br />CJ <br />in <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />50 <br />F_ <br />S3W/ <br />(1) #5 REBAR VERT ABOVE SLAB <br />TYP @ ALL PLACES SHOWN <br />11 <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />I HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />— — — — — — — <br />SLOPE, <br />I <br />STEEL" <br />W I cFpf. w I OPT. D <br />0 -01& <br />I L _J I <br />#5 VERTICAL <br />20'-101-76" <br />L J <br />(2) <br />BARS <br />q <br />�0 <br />L <br />9 <br />TYP @ 1 STORY <br />U.N.O. <br />T-5po" 1 2' <br />Q%^A I <br />MU H.B.4- <br />2'-6" x 2'-6" x 1'-0111 <br />W/ (3) #5'S E.W. <br />51-231, <br />Q <br />FOUNDATION PLAN MONO — ELEV—B1 <br />SCALE: )/4"=V-0" <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 />it. ILLJ <br />x Uj <br />U) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />"—#5 <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />-A <br />HORIZ. REBAR, TYP. <br />U. N.O. <br />"Alternate: <br />The reinf. bars shall be <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 />A% <br />N� <br />C) <br />V, <br />CD <br />F <br />111tru:111% <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 <br />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 />W <br />E <br />0Z6—v 8 <br />W <br />C) 'N_ ICD <br />u' 00 LL <br />o <br />fA <br />C') !(in <br />L-jj <br />ui) <br />a.) c) <br />p LL <br />ui�j <br />U=J <br />13 <br />C <br />R — <br />WO <br />Z <br />,a= U) 0,1 <br />C? <br />0 It l­- <br />W. OM 0_j <br />.13 <br />uj <br />2 <br />N c2 <br />CU 0 r­ <br />:c 2 M <br />Uj <br />Z <br />IL <br />2 E c� <br />(n 9 F, 6 <br />-.10 <br />W 0 Lo <br />,q < (0 z <br />(N d < <br />60 <br />z <br />W <br />< <br />cl- <br />Q) <br />M_ <br />Uj 0 <br />< - <br />0 <br />V) <br />T <br />E <br />0 <br />LLJ rn <br />0 <br />M z <br />< 0 <br />-A <br />jIlIlillIg <br />C:) <br />co <br />1z <br />C) <br />Cl) <br />z <br />0 <br />Z <br />z <br />U_ <br />ce E <br />E J <br />z 65 <br />wz <br />Ca <br />< -0 <br />O CL <br />E <br />0 <br />< <br />00 <br />0 < <br />cli <br />It <br />0(10 Z< <br />Y <br />. 0 <br />I � <br />0 <br />z <br />z <br />Cn <br />z z <br />< 0 <br />z <br />8 <br />Z <br />0 <br />co <br />0 <br />cy) <br />(y) <br />_j <br />or <br />CN <br />CN <br />C) <br />0 <br />04 <br />C:) <br />LO <br />C14 <br />z <br />�?5 <br />(0 <br />Lo <br />CN <br />04 <br />'2 <br />O <br />C) U-) <br />E <br />0 <br />or <br />z <br />E 0 <br />cc <br />E <br />0 0 <br />0 <br />< <br />JOB <br />NO: <br />20-3576 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />