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9 <br />9 <br />TYP @ 2 STORY H.B. <br />F- - - - - - - <br />Lo <br />2 STORY <br />cc (2) #5 REBAR <br />VERTICALS w/ in <br />\ <br />�3 FILLED CELL <br />rr- -0 <br />as <br />i L Jo <br />4 <br />�11 z - - - - - - - - - - - <br />11 co F <br />o? I <br />10'-6- <br />4'-1111 F <br />Ci <br />I oil Ci <br />9 <br />IT <br />C? <br />4'-0" <br />STEPS AS <br />-3 1/2" SLOPE <br />KITCHE SLAND <br />&D <br />CHASE <br />REQUIRED PER <br />LOW WALLS <br />TO <br />FIELD <br />CONDITIONS <br />ISLAND <br />F <br />3-1/2" MIN 3000 PSI CONC. <br />PROVIDE 1 Y2" SLAB FOR HERNANDO <br />RECESS FOR COUNTY ONLY <br />b <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />&D <br />LO <br />MASON'S SLOPE SLAB OVER 6 MIL 2STORY <br />31/2'. <br />FOR WIDTH ViSQUEEN VAPOR BUILDER TO PROVIDE <br />'CC"\ (2) #5 REBAR <br />L <br />BARRIER APPLIANCE PROTECTION <br />V <br />WHEN REQUIRED PER FBC ERTICALS w/ in <br />FILLED CELL <br />04 <br />TYP @ 2 STORY <br />L <br />Y2" <br />2'-6" 2'-6" 1'-0" <br />PROVIDE x 9" <br />-31/2"S <br />x x <br />RECESS FOR FRT. DOORT— A <br />OPE <br />W/ (3) #5'S E.W. <br />TOP OF CONCJ PAVER TO BE 4" <br />k? <br />F- <br />BELOW FIN. FLR. <br />STUB U P-1�O� 113--7j" <br />11-9 -0— ...... <br />2ND Fl- 0 <br />FOR A/C <br />Z? <br />C� <br />rG <br />��S3� <br />--CJ --CJ <br />21-6" x 2-4- x i .-O,,--� <br />W/ (3) #5-S E.W. <br />C14 <br />b <br />04 <br />U) <br />19. INDICATES FILLED CELL w/ 3000 <br />-jI <br />PSI CONC. GROUT FROM FT. TO <br />TYP @ 2 STORY <br />BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL PLACES <br />C� <br />SHOWN HOOKED FTG. DOWELS 5" <br />ro <br />00 <br />T <br />EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />C14 <br />HVAC CHASE <br />BASED ON I I <br />-J <br />0 0 <br />LOCATION <br />L 5-4- 16'-3" <br />�6 <br />J <br />i <br />........ ............ <br />............... ...... ........ ............ ......... I ... 1i . . . iiiiiii ..... i. <br />IN - ... i - - .. L�J-n <br />I <br />H.B.4- <br />TYP @ 2 J <br />STORY S6 <br />4'4 <br />5-4- <br />7-11 <br />FOUNDATION PLAN <br />SCALE: Y4"=V-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 />SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />r1/8" <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />Uj <br />LU <br />CONTROL JOINT DETAIL, <br />SCALE: 1 117=11'4' <br />#5 CONT REINF. SEE <br />FIND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*Alternate: <br />Fhe reinf. bars shall be <br />*nt. around comer by cold <br />*nding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />ce) <br />0 <br />C� <br />0 <br />z <br />I <br />Z <br />LU <br />U <br />0 LU <br />Lh = <br />E <br />flu C) <br />Uj <br />E <br />8 <br />0 o C) <br />�s U. co <br />0 <br />(1) CL <br />< 0 <br />A <br />8 <br />I <br />Do <br />-C <br />0 <br />e� well <br />va: <br />Ax �A <br />-'a FLO <br />Z <br />UMW <br />4t, <br />E S <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 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 />C) <br />z r14 <br />0 (U N <br />P-4 :h! C) <br />Ln = O'D <br />> U.) ro a <br />CD <br />ro <br />z4-J M Ln <br />U- <br />F— C>L � <br />C( U M <br />0. 00 <br />z <br />< E <br />-j C:) <br />W LU C:) F- <br />10 <br />U 0. <br />4 00 <br />05 <br />zo- <br />0 <br />> <br />Lr) <br />z <br />z <br />r*-4., <br />Lr) <br />M <br />0 <br />0 <br />r4,j <br />LL <br />0 <br />0 <br />0 <br />9 21 <br />)d H <br />< <br />Z <br />2 <br />z <br />Ln <br />4 <br />1 Lij <br />X: <br />< <br />di <br />z <br />LU 0 <br />$i ff <br />z <br />00 <br />M <br />Z <br />z <br />z <br />0 <br />1`71 <br />v--q <br />0- <br />Ln <br />uj <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />6.0 <br />