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1■I�dllilblliYYI�11El�llui_pll��IIYL�IlIl1N(I!I■i�ll�'IYAllli■■�IYI ��LddIhIW <br />c <br />c <br />v <br />'_11"I C_L5. c-0;5 A'-R" A'. <br />T <br />TYP@ 1 <br />STORY <br />H.B.t <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w <br />56-58'-0" i <br />1-STORY 2-STORY <br />FOOTING FOOTING 29'-0" <br />11 <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />J TYP @ 2 <br />S6 STORY <br />6'-4" <br />CONTROL JOINT DETAIL, <br />SCALE: 11/2"=1'-0" <br />in0 0 HVAC CHASE <br />v ; I BASED ON — . — . • I _. _._ .® .— — I � '�:. <br />_ LOCATION : \ 1.•' \ ' <br />",""—#5 CONT REINF. SEE <br />■ : _ _ _ _ _ _ _ _ _ ` 7 I I I : ■ ,� , . "\- FND. FOR QUANTITY <br />I _ l <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR I , • ,r #5 X 25" X 25" CORNER <br />0 0 : : • ' ; ' BAR ONE FOR EA. <br />I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 U NRIOZ. REBAR, TYP. <br />o HERNANDO COUNTY ONLY co , , <br />r co HVAC CHASE I I . , '•, . • , . <br />MIL VISQUEEN VAPOR BARRIER Fr_----- :. °I� _\ •. ` •r <br />BASED ON I III II 1 N ; ; I 0'-0" I \' - ' "Alternate: <br />- I LOCATION - I 111D.W.■ ' <br />� I DII I � The reinf. bars shall be <br />iv I II • ` • • Cont. around corner by cold <br />I I I---- ; : �• r' r\ r'�\ r bending the bar w/min. <br />4,_0„ - - - - - - - - f - - i I -t -r - - - - I - - - bar lap of 25". <br />T <br />CJ CJ I 1� _ CJ CJ I TYP. CORNER BAR DTL. <br />STEPS AS I I 13 <br />I I D z _ _ : • STUB UP TO <br />REQUIRED PER 1 I I - _ AHU <br />FIELD i I I I III i CHASE TO _ - _ �^ _ - i 2ND FLOOR _ <br />CONDITIONS I I I I ISLAND _ = ; '. / FOR A/C r : ■ SCALE: 1 1/2"=1'-0" <br />■ I PROVIDE 1 Y2' RECESS I _ <br />®— 1 FOR SGD. REFER TO <br />KITCHEN L--___�________ -. - y <br />I ISLAND LOW ' ' ' ' ' ' • TOP OF CONC./ PAVER TO BE 4" • • ' � T <br />MASON'S SLOPE FOR I 0'-0" I WALLS 1 1 BELOW FIN. FL ■ SL P <br />WIDTH 10'-42" 2'-34' 3, 4„ R9' 12 <br />I -3 1/2' L <br />o_ <br />S3 <br />N N <br />C° �' I L I 27'-2a' 7'-7a" 19'-22 I S00 2 2'-6" x 2'-6" x 1'-0°' co <br />S3 I I 2'-6" x 2'-6" x 1'-0" <br />®— I W/ (3) #5's E.W. PROVIDE Y2" x 9" I I W/ (3) #5's E.W. <br />RECESS FOR FRT. DOOR (TYP. OF 2) <br />■ <br />t <br />i —CJ —CJIn' <br />I S3 2) #5 REBARG - VERTICALS w/ <br />.3 I I FILLED CELL <br />2 STORY <br />Ak INDICATES FILLED CELL w/ 3000 PSI - I a) I I <br />CONC. GROUT FROM FT. TO BEAM W/ : I C1 I <br />11 <br />I (1) #5 REBAR VERT ABOVE SLAB TYP } j <br />I @ ALL PLACES SHOWN HOOKED FTG. I I IV I <br />C <br />DOWELS 5" EMBED W/ 25" EXT. } 1 : <br />oo A I ABOVE SLAB "GRADE 40 STEEL"10 <br />- I �� I <br />I ,-31/2" SLOPE <br />TYP @ 1 I I I I M 1 OPT. DI - <br />STORY <br />I : — <br />— — — — <br />-- G--CJ— — o <br />CJ 0 <br />15'-64' I 4,,,:: 5, I„ c° °' <br />00 ( ih 7i 1 S3 <br />:I00 <br />2 STORY 21'-22" <br />I 15'-71' 6,_32„M�a I 1 <br />10'-0„ 1 1 I : (2) #5 REBAR <br />I I I O I VERTICALS w/ in <br />r ' <br />0 — — — I • ; W.H• FILLED CELL I <br />o :'..... : �. �. .. N Cv 1 �1 . ■ ■ ■ ■ <br />A TYP@1 <br />S3 STORY f2'-6" x 2'-6" x 1'-0" J TYP @ 2 <br />S6 STORY <br />W/ (3) #5's E.W. <br />1'-8" 5'-58" 6,_68 , 6,-0" 6'-0"flie 1'-4" 4'-8" 6'-0" 6'-0" <br />Ir <br />1-STORY 1 2 - STORY <br />27'-0" FOOTING 7. FOOTING 291- <br />RAI <br />3'-0" <br />FOUNDATION PLAN <br />SCALE: %4"=V-0" <br />CD <br />z_M <br />0 <br />(D <br />z CO <br />z� <br />_Q <br />a <br />u) z <br />Vn)' (D <br />cn <br />w <br />p <br />(D w <br />,� cn <br />a 0 <br />C) <br />N P1 <br />w <br />F— <br />c CO (n <br />O O N <br />N <br />N <br />UW <br />lL 00 <br />co <br />Q� <br />C le <br />Q M <br />Lo 0v <br />¢ d <br />rn Q <br />® <br />D'5 <br />. <br />N C-B D C <br />- W79 <br />R <br />x <br />�— ��c, <br />JAI Lt <br />W � im <br />i_ <br />z <br />;3 AI <br />O°fm <br />T� i <br />IL <br />To the best of the Engineers lkh4Qie,,info�nl,ata@� sTid <br />belief, the structural plans and specff,taitcjr9S.toi�t'�med <br />within these drawings comply with the 2017 Florida <br />Building Code- Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O[V <br />z <br />0 <br />C:) <br />l> U-) <br />M <br />Q U-)rOLn <br />2 <br />Cl. V) � <br />Q LL <br />c/ U Q 00 <br />Q <br />E <br />z <br />WJ <br />C:) <br />d" <br />oz <br />o <br />W� <br />zap <br />z� <br />F- <br />z <br />oo�o <br />zwwm <br />�zZ <br />J <br />00 <br />O00 <br />z <br />r <br />> <br />N <br />¢o <br />V <br />�w <br />ER <br />� <br />5 <br />' <br />2: <br />C <br />N <br />ZD <br />- <br />O <br />�z <br />U <br />3: <br />O <br />ct3 <br />z <br />Lu <br />o� <br />o z <br />J <br />� <br />xOU <br />v4ma <br />a <br />N <br />A <br />` <br />Z< <br />W O .� <br />Uw < z Q <br />Q <br />r <br />z <br />g� <br />0Wcy0u_o <br />z <br />a <br />W O�i <br />r-1 <br />N <br />Q <br />Q <br />z <br />a F <br />�LZ <br />z <br />o' <br />U)z <br />0n <br />o <br />g <br />= <br />¢ o <br />+- 4 <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />