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TYP @ 2 STORY H.B. <br />t <br />........... <br />2 STORY <br />J <br />CC <br />(2) #5 REBAR <br />VERTICALS w/ in <br />6'-0" <br />5.4, <br />b <br />FILLED CELL <br />11 I 7% <br />4 o <br />1i L Ji <br />01-01, <br />a) <br />CY)IIF <br />z <br />U _jI&5 <br />60 UL <br />4" <br />10'-6" <br />t�j <br />C14 <br />1 <br />4'-1111 [— �-g L 1 <br />.7 <br />9 <br />co <br />STEPS AS <br />I <br />KITCHE SLAND <br />3 SLOPE <br />�0rr <br />N:�Ci <br />REQUIRED PER <br />FIELD <br />CONDITIONS <br />LOW WALLS <br />CHASE -7 <br />TO - <br />ISLAND <br />EDGE OF SLAB 2" <br />PROVIDE <br />3-1/2" MIN <br />1 Y2" SLAB FOR <br />BEYOND WALL <br />3000 PSI CONC. <br />HERNANDO <br />(.0 <br />10 <br />SLOPE <br />RECESS <br />SGD. REFER <br />MASON'S <br />FOR WIDTH <br />FOR COUNTY <br />TO 3-1/2" MIN <br />SLOPE SLAB OVER <br />VISQUEEN <br />ONLY <br />2500 PSI CONC <br />6 MIL <br />VAPOR BUILDER TO PROVIDE <br />2STORY <br />4" <br />BARRIER <br />APPLIANCE PROTECTIONcc <br />(2) #5 REBAR <br />------------ <br />L <br />WHEN REQUIRED PER FBC <br />S3 VERTICALS w/ in <br />'(2) #5'S C� <br />Lt_\Z <br />FILLED CELL <br />o? <br />b <br />I <br />■ <br />A-z <br />TYP @ 2 <br />STORY <br />L <br />PROVIDE V x 9" <br />2 <br />4 - - <br />SLOPE <br />-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR <br />:0? <br />1 <br />S E.W. <br />01 _U, <br />TOP OF CONC./ PAVER TO BE 4" <br />9 <br />F, <br />BELOW FIN. FLR. <br />Ll. <br />(2) #5'S <br />r:,too <br />2'-6" x 2'-6" x 1'-0" <br />STUB UP TO' <br />13-441" <br />VVI (3) #5'S E.W. <br />2ND FLOOR <br />FOR A/C <br />PLUMBING LINE <br />TO SECOND <br />rG G -1 _­ E <br />S3 <br />FLOOR <br />C <br />o <br />N <br />1� <br />10 <br />__CJ <br />7 Cj <br />a)-- <br />__ CJ <br />191-01, <br />INDICATES FILLED CELL W/ 3000 <br />PSI GROUT FROM F7. <br />BECONC. <br />AM W/ () #5 REBAR VERTT <br />ABOVE SLAB TYP @ ALL PLACES <br />SHOWN HOOKED FTG. DOWELS 5" <br />10 <br />/i,I-� �`///� <br />���� <br />I � � <br />EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />cat <br />HVAC CHASE I <br />BASED ON <br />L <br />01-01, <br />LOCATION <br />5'-4—" <br />16-3" <br />4) <br />TYP @ 2 STORY <br />09 <br />................. <br />■ <br />i ...... .......... <br />. .... <br />0i , I * , *E, * i - - � ... E ...... i - - * * N . N-7 <br />...... ...... <br />, 1. * *0 * * - * . E <br />.M.... <br />01 <br />HR� <br />TYP @ 2 <br />STORY <br />64" 1. 6-0" 1, Z-O" L 2'-0" 1. 2'-0" L 2'4' L Z-O" L Z-O" L 4'-0" 1. 64' <br />Z-1 <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-O" <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 />VWVF PLACED IN 1 /8" SAWCUT x 114 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />:z LU <br />Uj <br />Cn <br />Ci- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />—#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <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 />, 7 <br />f <br />t 19 <br />9 11 <br />% <br />ft <br />—j <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />0 <br />W <br />.4, E 00 <br />CC) 0 c(o cc) ccpp <br />'IT 0 — 04 <br />0 C:> 0 <br />to — <br />0 <br />- Il. C� Ln N <br />,, <br />0 <br />. "' <br />j ft <br />LL <br />4 <br />U) LL <br />10L <br />1 'i'W <br />- Et <br />5ZW OR <br />-0 U') C, <br />W. 0. 0-1 <br />W <br />229- <br />04 <br />F6 0 P <br />W <br />IL <br />2 E T m _j a < CL <br />04 <br />z <br />W <br />(D 2 <br />co" <br />O <br />(DLL <br />C/3 Y <br />L.0 <br />C�, <br />z <br />0 <br />Q <br />) <br />Ln <br />E <br />02 <br />0 <br />C) <br />T E <br />8 <br />< <br />CID <br />M <br />E <br />u5 <br />0 <br />< <br />E u <br />as <br />co <br />0 <br />0� <br />< <br />"0 <br />0 <br />z <br />0E <br />C:, <br />Z <br />0 <br />Z <br />C/) <br />G <br />.0 <br />z <br />z <br />co <br />0) <br />C/) <br />as � <br />02 <br />� z <br />0 < <br />z <br />0. <br />ca <br />�z <br />< <br />0 <br />co <br />0. 5 <br />3:1 <br />C-14 <br />120 <br />(L) <br />> L6 <br />W <br />> <br />cle) <br />> <br />.r <br />0 <br />0— <br />r) <br />co <br />LO <br />0 <br />04 <br />N <br />0 <br />r- 04 <br />LO <br />Cr) <br />E <br />04 <br />0 <br />CU <br />z <br />z <br />E 0 <br />co <br />C: <br />ca <br />0- <br />E <br />0 _j <br />M <br />< 0 <br />JOB <br />NO: <br />20-3567 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />