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NOTE: <br />50'-O " <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />^ <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <br />8'-0" 42--0" <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />74 <br />12'-0" 18'-0" 12'-0" <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 />2'-6" x 2'-6" x V-0" W/ (3) <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• •" •r "• �' ' #5 CONT REWF. <br />#5's E.W. TYP. AT <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />SEE FND. FOR <br />.`' <br />LANAI. <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />`' ' • =' QUANTITY <br />POISONING <br />MANZ <br />#5 X 25" X 25" <br />S3 <br />". '. ;" ". '•; " ". '.�� ' : CORNER BAR ONE <br />L <br />'• FOR EA. HORIZ. <br />ui <br />S3 <br />• .. , , • ., .. •.; :. • , • _ • "•. r REBAR, TYP. U.N.O. <br />_ <br />cU OJ OJ <br />cU TYP <br />_ <br />-. ., • ., -.., • -. <br />O <br />6'-8" 3 <br />-0' <br />8'-10" 3'10" <br />3'-10" T-O" 8'-10" <br />I T-4" T-10" 5'-8" <br />C) <br />i1 <br />��,: '�;,.,: ';Y,; �•, • �•..: �•�• <br />�•' '" <br />(2) #5 VERTICALS <br />VERTICALS <br />W/IN FILLED CELL <br />ILLED CELL <br />4" STEP <br />2 <br />2'-6" x 2'-6" x V-0" <br />-6" x V-0" <br />DOWN <br />HB <br />W/ (3) #5's E.W. <br />#5's E.W. <br />MIN. <br />TYP. CORNER BAR <br />� <br />(-6' <br />•_ <br />xM • <br />_ —_ <br />—I —����_ — <br />PLAN DETAIL <br />I <br />C PAD <br />�� <br />0 0 <br />SCALE:1112"=1' 0" <br />' <br />I <br />M PROVIDE 1-1/2" RECESS <br />M <br />I <br />S3 FOR ISGD DOOR. REFER TO <br />$3 <br />0 <br />F <br />I <br />MASON'S SCOPE FOR <br />— <br />( <br />WIDIH <br />7'-T <br />C PAD <br />• I <br />0'-0" ELEV. <br />• <br />— <br />FV <br />ih <br />FIN CONIC. SLAB `O <br />CJ <br />3-1/2" MIN. 3000 PSI CONC. SLAB <br />FOR HERNANDO COUNTY ONLY <br />C? <br />3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />6 MIL VISQUEEN VAPOR BARRIER <br />16'-0" 2'-6" <br />PLUMB. <br />' <br />J <br />• <br />I <br />STACK <br />S6 <br />SEE FLOOR PLAN <br />PLUMB. <br />W.W.M. PLACED IN 118" SAWCUT x 114 <br />UPPER OF <br />FOR BRG. WALL INFO. <br />IS <br />rG O <br />STACK GG _ ( • <br />S3 M <br />TYP. @ <br />2 STORY00 <br />OR FIBERMES3 H WHLAB EREH SHOWN ON <br />S3 „ <br />3 -o x 3 -o" x 1'-0" <br />o <br />, <br />REINF. SEE PLAN. FOUNDATION PLAN <br />— — — <br />W! (3) #5's E.W. <br />_ — — — — — — — — <br />N <br />REINF. SEE PLAN--- <br />2" <br />-- ----- ----� r <br />- - — <br />r ' <br />— — — — — — — — — — — — — <br />Uj <br />�� <br />4" <br />•--- <br />-- ----1 ---- <br />Z <br />iv <br />crj <br />( <br />N <br />. <br />0o <br />114'-11" <br />6'-3" 6'-11" <br />21'-11" <br />a e so <br />7. <br />CONTROL JOINT DETAIL <br />" 20" 4" (3) #5 REBAR <br />I - I <br />( • <br />GG <br />S3 I <br />SCALE:1 Q"=1'-0" <br />STEP DOWN BRG 2 STY. 1 <br />— <br />C J <br />— <br />-- <br />04 <br />. <br />•; <br />I INDICATES FILLED CELL w/3000 PSI CoNC. <br />N <br />to <br />SCALE: N.T.S. <br />c`' <br />r <br />I <br />GROUT FROM FTR. TO BEAM w/ 1#5 REBAR <br />0'-0" ELEV. <br />VERT. ABOVE SLAB. TYPICAL @ ALL <br />• ( <br />I I <br />PLACES SHOWN HOOKED FTG. DOWELS <br />17" EMBEDMENT W/ 25" EXT. <br />J <br />I <br />ABOVE SLAB "GRADE 40 STEEL" <br />ss <br />TYP @ <br />I <br />S3 I TOP OF CONCJ PI�VER TO BE — — — — <br />I <br />� <br />`r <br />LO <br />2 STORY <br />2'-0' 2'-10" <br />8'-5" 4 BEL FIN. FLR. • • • <br />• <br />I <br />N <br />REF: EXTERIOR = REINF. SEE <br />h <br />U.N.O. <br />— — — _I PROVIDE 112" 9' • -4" <br />HB 00 <br />co <br />n <br />SLAB PLAN <br />2 6 x 2'-6" x 1'-0" <br />= RECESS FOR RT. DOOR I 2 _ <br />° <br />W/ (3) #5's E.W. <br />• <br />— <br />00 <br />---- ---� <br />L_-------� <br />F.F. <br />_ <br />1— <br />— co <br />1 -4 <br />�� <br />3 -1 <br />�� <br />3 -10 <br />�� <br />4 -5 <br />to <br />III r <br />II <br />m S3 <br />�� �� <br />5 -2 1 -9 <br />cw <br />I <br />T-0" x T-0" x 1' 0" W/ (4) <br />/ 5's E.W. <br />� <br />CV <br />— — — <br />(3) #5 <br />STEP — — — — — '- <br />" 20" REBAR <br />C OWN ._D. 2'-6° x 2'-6" x 1'-0° w/ (3) <br />IN- #5's E.W. <br />l o <br />M <br />24" CONT. <br />� <br />S3 <br />in <br />I <br />T-6" x T-6" x 1'-0" <br />@ FOUNDATION w/ (4) #5's E.W. <br />ONLY <br />(2) #5 VERTICALS <br />2-STORY FTG . 2 <br />• <br />I ZO � <br />( W/IN FILLED CELL I <br />SCALE: 1/2" =1'-0" <br />Ww <br />°a <br />"SEE <br />OTLU <br />C <br />S-3 FOR <br />W <br />RECESS OPT." S3 <br />�—z <br />C.J. — <br />• <br />wQ <br />a W <br />I <br />co < <br />411 <br />of, <br />N <br />M <br />I <br />00 <br />00 <br />N <br />• <br />60 <br />N <br />i <br />V I <br />N <br />cD <br />oZ <br />�0 <br />00 <br />(2) #5 VERTICALS O Z <br />M <br />1 <br />W/IN FILLED CELL 1 ~O <br />N� <br />I <br />O <br />' <br />• <br />N <br />• <br />C7— <br />z <br />C.J. — <br />o� <br />U) 0 <br />cr <br />T O <br />Lz_L <br />O r <br />�g <br />,- u- <br />o <br />I S3 <br />A <br />I "SEE S-3 FOR <br />� <br />I RECESS OPT." <br />d' <br />TYP' @ <br />(2) #5 VERTICALS <br />�t <br />1 STORY <br />— — <br />W/IN FILLED CELL <br />— — — <br />0 <br />FOUNDATION PLAN <br />1'-8" <br />3'-10" <br />5'-0" 5'-4" 3'-10" 1'-8" <br />79 <br />21'-4" 7-4" 8'-8" <br />12'-8" <br />Elev-A B C <br />501-011 # <br />SCALE: Y4'=1'-0" <br />®N <br />z <br />Z �D(0 <br />z <br />Q <br />J <br />a <br />O <br />W c/� <br />-I--� W <br />� p <br />"O <br />W <br />~ <br />Vi <br />o <br />o co <br />i�tJi ~ <br />0 <br />mn <br />U <br />W <br />F-- <br />a� M <br />C 0M <br />co <br />MINO <br />O O <br />= NI <br />\J <br />C� <br />0 ti <br />�a0 <br />Q <br />a<d <br />A <br />N C H D C <br />pgjl <br />`' `AF <br />B <br />D. <br />. E o" <br />� <br />���y�vw., <br />Z <br />ZW: N M• �. <br />{� _ {` <br />Lam• <br />C' <br />LLZ �"�FE. � !• �) e <br />a NI'st4A:.V <br />�R C <br />o <br />W <br />X <br />o8 <br />o <br />❑❑❑ <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 />the drawing pages bearing Engineer's signature and seal. <br />cO <br />z �'�► <br />O a� <br />�j(nM0 <br />aV)vLn <br />•,_ v- <br />a cn <br />WON <br />Q LL- <br />a <br />CL <br />Q 00 <br />W <br />z 3: ry <br />J 0 <br />J <br />f <br />0 <br />W Iii0 <br />wZi-t"a <br />wulm- <br />vwia0 <br />OZ>.z<0 <br />zQa8 Xc <br />=�zzl'Z <br />OE30 <br />aN <br />--LL0ZC) zo Qo <br />�W <br />Ln <br />N <br />fN <br />Ln <br />� • <br />J <br />¢ O <br />VS CcY,��� <br />0 <br />z <br />VCe [E000 <br />�°zaio <br />w <br />Q. <br />za0o=z <br />z <br />Uj <br />� <br />w w p� 0 0 <br />> <br />J <br />O <br />$�!gg62 <br />Vn <br />w0f-iz!k <br />�a200 <br />00 <br />J� <br />T—j < <br />LL <br />pz¢ <br />O <br />Z <br />z <br />v- <br />`� <br />.... <br />7 <br />> <br />F— <br />z O <br />Z <br />LL <br />SCALE : AS NOTED <br />PLOT DATE ; 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />1122 <br />JOB NO: 17-1800 <br />SHEET NO. <br />8 <br />