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c <br />c <br />a <br />.4„ <br />6'-0" 6'-0" <br />TYP @ 2 STORY <br />J <br />S6 <br />'-4" ,. 4' <br />H.B.+ <br />I <br />I„ <br />3'-0" <br />5'-0" <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 />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 />Z <br />J <br />7 <br />L LI <br />CONTROL <br />JOINT DETAIL <br />SCALE: 11/2"44' <br />■ ■ ■ ■ ■ ■ ■ ■ <br />I................ C� <br />2 STORY,;•t <br />�I I REINF. SEE <br />NT <br />BAR OE FOR z <br />CC (2) #5 REBAR FND.OFOR QUANTITY <br />S3FILLED CELL VERTICALS w/ in; <br />b <br />■: I I I #5 X 25" X 25" CORNER <br />a °' • ' r HORIZNREBAR,EA. TYP. <br />U.N.O. <br />II L _ill 3 I I I I , <br />••• • •••• �• .�,, •'. _ "*Alternate: <br />L� J1c75 I - I4 I S3 I The reinf. bars shall be <br />cont. around corner b cold <br />iv10'-6" <br />.I•••r.;•••r.; •r.;• •r.;• ••' bendingthe bar w/min. <br />r - - -,n 4'-11" <br />■ • I I I I -+- CJ I bar lap of 25". <br />II jr_--�__ I I CJ <br />-zar <br />-L�TYP. CORNER BAR DTL. <br />LO STEPS AS I 3 1/2' SLOPE <br />REQUIRED PER I LOW WALLS I CHASE I — I I SCALE: 1 1/2"=1'-0" <br />FIELD I TO <br />CONDITIONS : ISLAND <br />■: <br />3-1/2" MIN 3000 PSI CONC. <br />RECESSPROVIDE 1 Y2" SLAB FOR NANDO <br />FOR COUNTY ONLY <br />L <br />0 o S3 SGDMASO. REFER TO 3-1/2" MIN 2500 PSI CONC <br />cn I -3 1/2" I OR WIDTH SLOPE SLAB V SQUOEEN VAPOR I 2 STORY <br />( I BUILDER TO PROVIDE I <br />BARRIER I _ ` APPLIANCE PROTECTION CC (2) #5 REBAR <br />L_ — — I r �� WHEN REQUIRED PER FBC 33 VERTICALS w/ in I - N <br />�' �1 FILLED CELL <br />■; I -rCJ I rr---------} —------� cv N o <br />, <br />TYP @ 2 STORY L — — — — — — — — — — - - — — — — ■ r <br />r J <br />`'' S6 PROVIDE /Z' x 9" _3 1/2„ 2'-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR SLOPE �/1// (3) #5'S E.W. <br />■ : I 0 -01, TOP OF CONCJ PAVER TO BE 4" o L o <br />BELOW FIN. FLR. v S3 <br />c� I � I • ■ nTm <br />A.■ • I I STUB UP - 1, 9„ ; 0... :::::: 13'-74' : :::::: : . ■ — — <br />2ND FLOO <br />I FOR A/C <br />G I 2'-6" x 2'-6" x V-0" <br />b� S3 t� I W/ (3) #5'S E.W. <br />o iv CJ 'Gd r 1i C <br />"' J <br />N - - E- I I- - - r <br />19'-0" I L. 5-4is t_ -it I INDICATES FILLED CELL w/ 3000 <br />_ PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY <br />BEAM W/ (1) #5 REBAR VERT I _ <br />: I I ABOVE SLAB TYP @ ALL PLACES <br />I I I SHOWN HOOKED FTG. DOWELS 5" `n co <br />EMBED W/ 25" EXT. ABOVE SLAB iv <br />ZID "GRADE 40 STEEL" <br />HVAC CHASE <br />■ ������ BASED ON L�0'-01, I J <br />j ( LOCATION 5'4" .. 16-31f S6 <br />d o0 <br />00 <br />............... ..... I......... i .....i ............................. <br />TYP @2 J <br />STORY S6 <br />5'-4" <br />2'- <br />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <br />(D <br />z fh <br />0 <br />O <br />z C° <br />z <br />QC <br />O <br />J <br />O <br />Zcn' / i <br />W <br />u) <br />4--j w <br />p <br />'U <br />— <br />w <br />O <br />�- <br />� <br />0 <br />l%9 <br />o 0 <br />U <br />W <br />t— E <br />0)M <br />ccaM <br />N 0 CM <br />0 <br />— U <br />O 0 <br />U <br />L lL 00 <br />U)Qo <br />34 <br />u1 O cr <br />< 0 <br />SCL <br />ao <br />N C B D C <br />�. <br />�\ <br />}(ML N <br />•w Q � Ita 1 • <br />r <br /><, CJ%1 <br />m m <br />O U <br />U F— <br />To the best of the Engineer's knowledge, inform❑ation❑, 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 />n <br />0 (3)1,0 <br />r> C=) <br />M <br />Q U-) '(0 Lr) <br />(A i <br />Q a) LL Ln <br />00 <br />Q E <br />fu <br />Z <br />W J�~ <br />d' <br />oZ <br />o <br />�o <br />za <br />Ea <br />z <br />WZ- <br />oaao <br />J <br />Z w w <br />�nwz <br />OL <br />�0,-W <br />au°�0 �8�o <br />0 <br />W <br />L— <br />ZZ <br />z O <br />� <br />Lr) <br />Q <br />0 <br />£ z <br />Z <br />g <br />:D <br />N <br />O <br />�3 <br />0 <br />-0 <br />U— <br />O <br />U <br />=� <br />J LU <br />z <br />F <br />J <br />U oz <br />X O CJ <br />W O J <br />fV <br />z 0a <br />�aQa <br />o��o <br />Z <br />w CY <br />LLJ <br />Ll) <br />di <br />U- <br />0' <br />—j <br />�--I <br />LLJ <br />U) o Z o <br />Ln <br />c+� <br />Q <br />Q <br />z <br />LU <br />a w ° <br />Ln <br />z <br />Z <br />= <br />Cy <br />InZ <br />O <br />L1.1 <br />QV) z <br />ui <br />rn <br />c=n <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO' 10 <br />SHEET NO. <br />6.0 <br />- - - - - <br />r.aa:. i 11 are ALI A 11111.4thi., u.xw:,d,lir, -- - - - — -- - -- <br />- <br />