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c c Cr x ia_ 00 00 TYP @ 2 STORY J S6 H.B. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE: 11/7=1'-0" ■ ■ ■ ■ ■ ■ ■ ■ _ N 7 1 U); II r 12 STORY -' '• O CC (2) #5 REBAR ND.FOR QUANTITY `° I S3 1 VERTICALS w/ in, ; c I I FILLED CELL ■ I ' ' ' ' ' ' ' .' CORNER BAR ONE FOR EA, •� �� I I I '•'-: ; HORIZ. REBAR, TYP. r 1 U.N.O. 4 NL Jb3 �0-0" I I I .'';'; _•��', ;, 'ARernate: I r �M Y I J I �� •• �•� ' The reinf. bars shall be M ILj JI� . -----------� I I S3 ao I I 4" �';r •; �';r •� �r •� �•;Y •; �';r Cont. around corner by cold 4'-11" �O'-6" bending the bar w/ min. _CJ _ I i bar lap of 25". : I I o j� 1� I - I _ - I I - - CJ I &D o I- - - fi N TYP. CORNER BAR DTL. STEPS AS KITCHE SLANDI CHASE I I-31/2' SLR I SCALE: 1 1/2"=1'-O" I REQUIRED PER I LOW WALLS FIELD TO CONDITIONS : I ISLAND ■: I I I I 3-1/2" MIN 3000 PSI CONC. L I PROVIDE 1 Y2" SLAB FOR ANDO RECESS FOR COUNTY ONLY 4 0 53 I SGD. REFER TO 3-1/2" MIN 2500 PSI CONC io 10 I I MASON'S SLOPE I SLAB OVER 6 MIL I 2 STORY �31/2„ FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE BARRIER I `-' APPLIANCE PROTECTION CC iv L — — I r �� WHEN REQUIRED PER FBC S3 VERTICALS w/ in 1 FILLED CELL �Q iv TYP @2STORY J I L--------- — ------ :■ r M 36 1 I I PROVIDE Yz" x 9" -3 1/2"SLOPE 2'-6" x 2'-6" x 1'-O" RECESS FOR FRT. DOOR W/ (3) #5'S E.W. ■ : 10'-0" TOP OF CONCJ PAVER TO BE 4' q L o BELOW FIN. FLR. d S3 • 1 Y I I I I ■ _ rZ400 STUB U 1._9„ .-0-*.*:::::: 13'-7a' ::::::: : : ■ — — ■' I I i I2ND FLOG FOR A/C G I y y• 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. iv N CIJ .- _ r -�l CJ N - I- - - 19'-0" i 5'-416- } INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY :::::::: I -I BEAM W/(1)#5REBAR VERT _ I ABOVE SLAB TYP @ ALL PLACES N SHOWN HOOKED FTG. DOWELS 5" I 1A c0 EMBED W/ 25" EXT. ABOVE SLAB iv c�•� _I- I I / j "GRADE 40 STEEL" HVAC CHASE : ■ BASED ON I L — I 0.-0., LOCATION �I J 5'-4" 16'-3" 16 ------ --- No0 0 ............... ii ...... .......... ............ .................. w.1 ...... I ... Ii .............. i ..... ----I-- G —--------� 1 TYP @ 2 J STORY S6 5-4„ 1 2'-k 1 2'- FOUNDATION PLAN Ln C9 r• Z g Z Z Q a U) Z w w � .e ' E 53 cn � U M co co w _ .. & VI M c C � � N M t- U 28 Q rn C, o0 �i o Q B D.4f " �4 cv 0*9 �! r E 0 m To the best of the EnginWill Ofiformation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0 �>.IOO M Q Ln LL < d ^ L j CL 00 Q � Z fC W J CD d' J Z wa �a a Z 1= 0 ccQ Z Q Z ZZ Z /}�•� 6 L� x J Q L N LL U = 0 z O W 0 ILR6 0 o J U a �• ujc In Z Z r-I a J Ln —4 .. W Z a ~ o Z g = 9 0 rn ,—I a cn x SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO' 5ol SHEET NO. 6.0