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TYP @ 2 STORY H.B. <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 />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />UJI <br />CONTROL JOINT DETAIL. <br />SCALE: 1 1/2*--l'-O* <br />................ ....... <br />2 STORY <br />#5 CONT REINF. SEE <br />(2) #5 REBAR <br />/C�C� VERTICALS w/ in FND. FOR QUANTITY <br />\, �3 <br />FILLED CELL #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />------- HORIZ. REBAR, TYP. <br />01-01, <br />I T in ­ . L,, U.N.O. <br />1 �, v <br />i L Jill j I`, **Alternate: <br />The reinf. bars shall be <br />L 4- <br />cont. around comer by cold <br />u v v bending the bar w/ min. <br />4'-111" 101-61 1 <br />A'4' <br />--i- ci bar lap of 25". <br />C.1 <br />4'-0' T C14 TYP. CORNER BAR DTL. <br />12�-3 1/2" SLOPE& <br />in STEPS AS KITCHE SLAND <br />I CHASE I <br />REQUIRED PER LOW LLS TO SCALE: 1 1/2"=V-0" <br />FIELD ISLAND <br />CONDITIONS <br />3-1/2" MIN 3000 PSI CONC. <br />PROVIDE 1 Y2- SLAB FOR HERNANDO <br />RECESS FOR COUNTY ONLY <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />MASON'S SLOPE <br />I SLAB OVER 6 MIL BUILDER TO PROVIDE 2STORY <br />FOR WIDTH VISQUEEN VAPOR <br />031/2- <br />BARRIER APPLIANCE PROTECTION cc (2) #5 REBAR <br />WHEN REQUIRED PER FBC VERTICALLS w/ n <br />— — I S3 FILLED CELL <br />Ci <br />16 <br />— — — — — +- - ' m" * ' ' ' ' " - -'W�' <br />TYP @ 2 STORY L <br />21-6" x 7-6" x 11'-0" <br />I PROVIDE Y2"x 9" -3 1/2"SL PE <br />RECESS FOR FRT. DOOR F-A VVI (3) #5-S E.W. <br />k I --tL <br />0 <br />0,-0" TOP OF CONCJ PAVER M BE 4' . - 1 <br />0 !? L <br />e S3 <br />BELOW FIN. FLR. r- <br />STUB U V-9. Lr-0,v ...... IX-7k <br />2ND FLOO <br />FOR A/C <br />Z-6- -4- -0. <br />VV/ (3) #5-S XE.lW' . <br />X2 <br />rG <br />7 <br />C� ci --CJ <br />C*4 — — — — — — <br />5'. INDICATES FILLED CELL w/ <br />L 3000 <br />PSI CONC. GROUT FROM FT TO TYP @ 2 STORY <br />BEAM W/ <br />(1) #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL PLACES <br />SHOWN HOOKED FTG. DOWELS 5- Lo <br />EMBED W/ 2F EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />HVAC CHASE - <br />BASED ON I zo.-O. <br />LOCATION — I <br />51-4" L 16-3" <br />0 ............... i ...... .. .......... . .... ..... . iiiii ............. .......... ... .......... <br />%1 4 0 T iiiii .... 1111111 .1 J <br />H.B.� <br />TYP @ 2 <br />3#-0" STORY <br />6'-0" <br />4'-0" L 5'-4- <br />2'- <br />FOUNDATION PLAN <br />SCALE: X"=V-0" <br />Z <br />Cz <br />Z <br />uj <br />U <br />0 LU <br />Ul) <br />cn <br />V) <br />cv <br />M <br />E <br />8 <br />-IMM <br />v, <br />T :9 ccl <br />000 <br />g <br />U) <br />:S LL <br />0 M <br />< 0 <br />Ln 0 <br />0 D <br />c B 1> c <br />IM <br />0 <br />0 <br />z <br />2 LL <br />C, <br />.0.1, 0 <br />g) <br />*:s LU <br />C T -Z �-- <br />9 <br />0,41 <br />< cli. <br />C', <br />1jij A 5,01 <br />0 El <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 Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />e rawing pages bearing Engineer's signature and seal. <br />11 <br />It 0 <br />CZ) <br />Z r--j <br />0 cu N <br />0-4 4-1 <br />41 <br />C) <br />U) * 5) <br />> U-) <br />M Ln <br />in <br />z <br />X: WON <br />a) — Ln <br />< L- Lj- <br />F-�; C>L M <br />cl� U CL C)O <br />z <br />E <br />Z § <br />�Pp M <br />-j C) <br />W LLI C� <br />%D <br />0z <br />H0: <br />U, <br />z <br />rL <br />z <br />0 <br />Ln <br />z§ <br />z <br />0 <br />N <br />Ln <br />z <br />r-4 <br />0 <br />LL <br />0 <br />Uj <br />0 <br />om <br />1 -0 <br />< <br />LU <br />IZ 0 <br />z <br />LU <br />_j <br />f%4 <br />In <br />LU <br />2: <br />< <br />< <br />z <br />Z <br />ca <br />z <br />z <br />tj- <br />LU <br />0 <br />M <br />0 <br />T-A <br />z <br />Uj <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: ERAND <br />VERSION NO' 10 <br />SHEET NO. <br />6.0 <br />