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NOTE: <br />WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX -F- 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 />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />6-10" 3-4- 3'-5" 5'-2" 5'-2" 4'-0" 6-2- 4-4- 5'-2" J UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LU <br />v <br />STEPS AS TYP @ 2 STORY v LU <br />REQUIRED W <br />H.B. PER FIELD <br />CONDITION <br />S <br />-M. . . - <br />r- 0 M /7-9 <br />r <br />IBM 2ukgs-� <br />PROVIDE I Y2" RECESS <br />SURROUND <br />FOR SGD. REFER TO <br />0? <br />ILL <br />MASON'S SLOPE FOR <br />WIDTH <br />I <br />L 11 L SDwC-% <br />7 <br />1AC CHASE <br />C14 <br />lie U-011 <br />EASED ON <br />LOCATION -01, <br />01 <br />jo! % <br />&D <br />17'-6j" <br />9'-4" <br />Ci <br />r <br />t <br />Ci <br />D.W. 3-1/2" MIN 3000 PSI CONC. SLAB <br />FOR HERNANDO COUNTY ONLY <br />STUB UP TO <br />e-4 <br />r 3 -1/2" MIN 2500 PSI CONC SLAB <br />Ilf 0 7111 1 1 OVER 6 MIL VISQUEEN VAPOR <br />2ND FLOOR <br />Ci FOR A/C <br />9 <br />iiL-Jil BARRIER <br />- -� <br />&D <br />41, (1 1 <br />[IF--, I <br />I <br />Z11 11 1 1 <br />Fn <br />'1 <br />CD <br />1*2 IP 1 '1 '1 111'! v v <br />Lu C14 <br />z <br />2'-6" X 2'-6" X 1'0- <br />3 1/2" 1 <br />L W/ #5's E.W. <br />co <br />CHASETO <br />C? <br />N <br />ISLAND <br />BUILDER TO PROVIDE <br />fION <br />-- <br />OP <br />TcJ <br />APPLIANCE PROTE C <br />WHEN REQUIRED PER FBC <br />9 <br />&D <br />21-611 X 2-4- X 1.-011 <br />M <br />W/ #5's E.W. <br />OPT. <br />REF. <br />9'-4 <br />7,, <br />2-2-17 8 10 --7g <br />19' <br />TYP @ 2 STORY <br />JJ/S6 FOR <br />(SEE <br />STEM OPT.) <br />9 <br />TYP @ 2 STORY <br />6� <br />Ci <br />Ci ci <br />M3 <br />T <br />INDICATES FILLED CELL W/ 000 PSI <br />T U-011 <br />CONC. GROUT FROM FT BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB e -f PROVIDE Y2" x 9" <br />RECESS FOR FRT. DOOR <br />TYP @ ALL PLACES SHOW 2 ST RY (2) #5 REBAR <br />HOOKED FTG. DOWELS 5" BED <br />in <br />(2) #5 REBAR i VERTICALS wl in <br />W/ 25" EXT. ABOVE SLAB "G ADE40 <br />H. ;0 <br />VERTICALS; w/ in S3 FILLED CELL <br />STEEL" w <br />.1 <br />FILLED CELL <br />V* <br />V-8-- V-13" 2 ST RY <br />CY) <br />9 <br />0. <br />3--10" 6 2'-8" 6 3'- 1 6 S3 <br />to <br />1 3 1/2" <br />;0 <br />;0 <br />% <br />T-O" X T-O" X 1 '-0" <br />0 <br />W1 (4) #5's E.W. <br />04 <br />I-YP @ 2 STORY <br />2'-6" X 2--6" X 1 '-0" <br />W/ (3) #5's E.W. <br />12' <br />4'-0" X 4'-0-t X 1 --0-- <br />W/ (5) #5's E.W. <br />PWII <br />FOUNDATIC <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />- #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />—Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />:Z <br />< <br />V) 0 <br />LU <br />0 <br />LLJ <br />LU <br />— <br />lt'� <br />01 <br />< <br />C) <br />W) lz� <br />A I <br />Lu <br />U) <br />z <br />forr <br />"o <br />yj J01- I <br />goo <br />z Cn <br />'RN <br />C <br />d6l <br />F o.F <br />. .. <br />CIV <br />F <br />'reollf(Ij 1001 <br />L1 <br />M7 <br />