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c <br />c <br />ao <br />00 <br />38--0" <br />64" 6-0" 6'-0" 6-0" <br />TYP @ 2 STORY <br />J <br />S6 <br />5'-4" <br />H.B.+ <br />1 <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />w <br />LU <br />Cf) <br />a <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1/2"=14" <br />■ ■ ■ ■ ■ ■ ■ ■ <br />p F •`. •Y, <br />10 r : I : 2 STORY ;REINF. SEE <br />7 CC (2) #5 REBAR I ; . , • FND.OFOR QUANTITY <br />go S3 1 VERTICALS w/ in <br />FILLED CELL <br />■: o I I #5 X 25" X 25" CORNER <br />EE FOR EA. <br />rr- --III ( II " ; , HORIBAR OZNRE AR, TYP. <br />0 Ilo �0'-0" •, ., . , "• , ,. U.N.O. <br />o II L Jil 3 I J <br />' •- **Alternate: <br />The relnf. bars shall be <br />JII r - - - - ------- <br />L 4" ;�;.,';�;•'; : :�::,'�r,�, �� cont. around corner by cold <br />■ I I I N 1 4'-11" 0'-6" bending the bar w/ min. <br />3 I _ _ _ -F-_CJ _ <br />•1 oil I� - - - ----� _-__i CJ I o IT bar lap of 5. <br />I�J1 - <br />4'-0" _ ------ LJ <br />N TYP. CORNER BAR DTL. <br />�? 3 1/2" SLOPE <br />STEPS AS <br />SLALOW WALLS ND <br />REQUIRED PER I CHASE <br />I I SCALE: 1 1/2"=1'-0" <br />FIELD TO <br />CONDITIONS ISLAND <br />— — I 1 3-1/2" MIN 3000 PSI CONC. <br />PROVIDE 1 %" SLAB FOR HERNANDO <br />L I RECESS FOR COUNTY ONLY <br />SGID. REFER TO o S3 MASON'S SLOPE 3-1/2" MIN 2500 PSI CONC <br />io 1 SLAB OVER 6 MIL <br />FOR WIDTH VISQUEEN VAPOR I BUILDER TO PROVIDE 2 STORY <br />�3 1/2 BARRIER X ` APPLIANCE PROTECTION CC (2) #5 REBAR <br />L — — I 7 I �� WHEN REQUIRED PER FBC S3 VERTICALS w/ in (2) #5'S t„ <br />1 FILLED CELL <br />TYP @2STORY J L--------- — ------ ■' <br />io 86 I PROVIDE Y2" x 9" -3 1/2"SLOPE 2'-6" x 2'-6" x 1'-0" <br />I RECESS FOR FRT. DOOR W/ (3) #5'S E.W. <br />■ : 0'-0" TOP OF CONC./ PAVER TO BE 4" L o <br />BELOW FIN.FLR. S3 <br />(2) #5'S <br />IL <br />STUB UP 1._9„ : p,:.' 13'-74 — — <br />2ND FLOO <br />i FOR A/C : <br />G I _ 2'-6" x 2'-6" x V-0" <br />i i I CJ b� S3 �' / / / r 11lzl CJ I W/ (3) #5'S E.W. N <br />LO <br />N 19'-0" 5' 4isi_ Jt } INDICATES FILLED CELL w/ 3000 <br />_ /� PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY <br />f li <br />/ 1 1 BEAM W/ (1) #5 REBAR VERT <br />■' ii _ , f I ABOVE SLAB TYP @ ALL PLACES N <br />I _ I SHOWN HOOKED FTG. DOWELS 5" I to - <br />00 <br />EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" fIf <br />` I HVAC CHASE \\ - ` °' I ■ <br />■ ��'BASED ON I L — — <br />0'-0" J <br />LOCATION <br />64" 16-3" S6 <br />O_ 0- . .......... ...... ............ ....... ......................... <br />1_------ --- " ----I-- G :: ---------� <br />I <br />TYP @2 J <br />3'-0" STORY S6 <br />-4" <br />64" L Z-283" L 2'-18' <br />FOUNDATION PLAN <br />Z C> <br />p <br />_ <br />Z <br />z <br />Q <br />a <br />z <br />Cz <br />w <br />"u <br />O"' <br />m <br />E <br />W co <br />~ <br />o 0 <br />mCq <br />Cq <br />U <br />E w <br />s O <br />U <br />0 co cotm <br />c to ch <br />C N <br />O p <br />U <br />�i <br />W Q0^O <br />p <br />Q 0 <br />4 0 <br />OG• <br />N <br />.w �i �" QrVI <br />gay <br />., <br />4f- -r- <br />a. <br />A rn <br />W <br />_' o <br />To the best of the Engate;er's kRowledge, informattonD nd, <br />belief, the structural plans and speC�tdtlons'c6indatned" <br />within these drawings coMply, with the 21SI r Florid, <br />Building Code - Residential 6th Editroni Engingar! ' <br />signature and seal is only for the structdtel"edgineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z NO <br />0 n <br />O <br />�7•+ <br />M <br />Q 'gyp Ln <br />d V) <br />VION <br />0) <br />U_ <br />a ,^ <br />V a 00 <br />Q � <br />3:c'3 <br />Z <br />o <br />W <br />0 <br />qlr <br />oZ <br />ilo <br />za¢ <br />fa <br />t- <br />L) <br />g Q <br />Lu ,u <br />L1 <br />K E W <br />z <br />� wig <br />�o�© <br />0 <br />^L' <br />�. <br />z <br />z o <br />�W <br />z <br />NO <br />L.L <br />a <br />U <br />=0 <br />of <br />Z <br />O <br />o� <br />Q°o <br />0` <br />O <br />Lu <br />U o! to <br />N <br />Z u,Wow <br />Gaza <br />Q <br />~ lU <br />Zsg� <br />¢ <br />J <br />t-1 <br />LJJ <br />LLJ <br />¢ f o <br />LU <br />W~z <br />N <br />*k <br />N <br />Q <br />Z <br />t <br />Z <br />Ij z <br />rnLU <br />z <br />0 <br />¢ z <br />rn <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO" 5al <br />SHEET NO. <br />6.0 <br />