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P- <br />C-4 <br />n <br />to <br />0 <br />N <br />co <br />m <br />d <br />0 <br />CN <br />to <br />N <br />ao <br />c <br />d <br />r IE <br />■ <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 1/8" SAWCUT x 1/4 SLAB <br />55'-10" 1'-4" 7-10" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2a" T-1a" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY •• � •°• ' • •• • • <br />z <br />U.N.O.-----�E= (—� ' N <br />S3 H.B. 3'-0" <br />, <br />— : <br />— — <br />BUILDER TO <br />7 <br />co <br />Mr.. <br />4'-0" <br />PROVIDE <br />p <br />APPLIANCE <br />2 #5 REBAR I <br />0'-0" I <br />:: I <br />PROTECTION <br />WHEN REQUIRED <br />I <br />VERTICALS w/ in <br />I <br />FILLED CELL <br />■ ' I <br />:: : <br />PER FBC <br />35'-4" <br />20'4" <br />3-1/2" MIN 3000 PSI CONC. <br />^`F <br />0? <br />I SLAB FOR HERNANDO I I (: K N I <br />J <br />COUNTY ONLY .- '' S3 r <br />I <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-7a' 4'-9" 4'-10" <br />I <br />VAPOR BARRIER <br />(: I <br />I <br />4 <br />I- <br />II <br />r <br />5'-3" V-10" T-6" <br />CN <br />*FTGC',SLRM <br />= <br />00 <br />Cl) <br />I I I P. W T. D -3 1 /2" <br />2'-6"x2'-6"X1'-0" <br />I W/ (3) #5 E.W. �._ _ _ _.� T-5" <br />7'-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x <br />" I :: AHU I I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />I tV K CC <br />S3 <br />� S3 <br />ici <br />FILLED CELL I <br />c� <br />-' <br />CJ— <br />_ _ _ _ <br />� <br />o <br />co <br />I 25', 1 9 -51 $ <br />■ 5'-0" <br />CO <br />' 2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />I �-4" I <br />L <br />Cl) <br />INDICATES FILLED CELL wl 3000 PSI I I PROVIDE Y2' x 9" LO <br />CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. OOR <br />SLOPE <br />S3 <br />CO <br />"' <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />4'-0" I <br />4'-4" 4'-6" <br />TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE 4" <br />Ak <br />�1 <br />' HOOKED FTG. DOWELS 5" EMBED BASED ON 0 -0 BELOW FIN. FLR. <br />■ <br />: ■ <br />■ <br />if <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 I j LOCATION I ................................... ......... ' ' ' <br />STEEL" <br />L <br />.... _ .......� ........... <br />% 16'-10" <br />..12'-10" <br />c <br />4'-O" <br />�� <br />I <br />'n <br />STEPS AS <br />�� <br />PROVIDE 1 Y RECESS <br />I <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. .......... : •' ' ' <br />LOW WALLS <br />: ' ' ::: <br />CONDITIONS <br />WIDTH - - - <br />i i CJ r - - - - CJ REF. :. -� �J CJ. • <br />CJ! ■ <br />■ i �— _ - - - - - - - - <br />- - - - �t—I- <br />- - <br />(-- — — <br />��— rt <br />i� ---- ----- <br />--- -- ----- � -- :: <br />—j�- - CHASE TO I D <br />° <br />I <br />TYP 1 <br />STORY U.N.O. <br />t <br />� C •' <br />W. <br />.. <br />N <br />b <br />I I D. I I I :: ;. <br />,; Ili t <br />q <br />1 <br />i � --,J �- <br />L-- <br />III 0o <br />in <br />in <br />I % I -- <br />SINK / DISP <br />-3 1 /2" <br />2•_94 <br />. I <br />Ili <br />t <br />co <br />t <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />V-9-R' I_ T-2g ` I. 5'-0" L 5'-0" L 5'-10" <br />K]5[I]Y <br />2'-10v, " 1 T-11 <br />FOUNDATION PLAN. <br />SCALE: Yn"=1•-0" <br />CONTROL JOINT DETAIL SCALE: 1 o <br />.;�: • .r <br />#5 CONT REINF. SEE <br />.. ; . , • '•_ <br />FIND. FOR QUANTITY <br />•• <br />•�• <br />#5 X 25" X 25" CORNER <br />' �'• ' ' �•' ' _ • <br />,•'' ••• ' - ••• ' • •• <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• "• <br />U.N.O. <br />• • ' • <br />*"Alternate: <br />The reinf. bars shall be <br />• • - • • • - • ' • '• <br />cont. around corner by cold <br />bending the bar wl min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />(D <br />Z CD <br />Z <br />Z <br />Q <br />a <br />Z <br />f <br />^V)� ' <br />4--J w <br />O c -(D <br />E <br />cfi <br />U <br />� t"n M <br />V = <br />' <br />C W cM <br />O <br />U <br />C <br />Q <br />OW <br />CD <br />LO <br />aQo <br />A , <br />N C B DO <br />a Otis <br />t <br />@k <br />O �Lji1J <br />o, <br />W t <br />O U U <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />C <br />Z <br />0 q <br />0-4 fy) O <br />M <br />QQ7MLn <br />a cn •L �t- <br />a°t <br />Q <br />z <br />3% 0. 00 <br />Q � <br />za <br />� <br />§ <br />Z � <br />W <br />J a <br />�o <br />�a <br />Z <br /><t <br />Oa. <br />W <br />Z <br />J�z <br />o.. <br />Lq <br />p <br />W <br />L <br />Q-Z <br />z <br />M <br />CU <br />1 <br />0 <br />o <br />Lu <br />W <br />hh <br />o <br />O y <br />96 <br />JJryX <br />U O m <br />*k <br />N <br />6 <br />U4�:j <br />uj cc <br />Cr <br />W.--I <br />6rr% <br />L11 <br />Q <br />Z <br />< ti <br />W F <br />9 Z <br />l� <br />CD <br />z <br />z <br />100 <br />g <br />L <br />0 <br />o <br />� <br />f <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAMES <br />VERSION NO' <br />4mO <br />SHEET NO. <br />6.0 <br />