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c <br />c <br />TYP @ 2 STORY <br />J <br />S6 H.B.Q.. <br />I <br />■ ■ ■ ■ ■ ■ ■ ■ <br />IT <br />O <br />;n <br />— <br />( 2 STORY <br />CC (2) #5 REBAR <br />CO kZ3 I VERTICALS w/ in <br />o 1 FILLED CELL <br />■• I ( I <br />_ rr " I <br />II II 0'-0" <br />o <br />o <br />II L JII 3 , I <br />1 I <br />10'-6" <br />F_ - - -„ N 4'-11" <br />• I I I I I -}- CJ <br />--CJ <br />II I <br />- <br />o <br />- <br />`r <br />4'-0" <br />11 I_ LII -_ I - - - 1- - - <br />j - - <br />—� -- ------ �J - <br />ZD <br />r <br />o <br />N <br />`? <br />;n <br />STEPS AS <br />I 3 112" SLOPE7 <br />KITCHE SLAND ( <br />i �- <br />I 1 CHASE I <br />REQUIRED PER <br />LOW WALLS <br />FIELD <br />TO I I ( <br />CONDITIONS <br />: I ISLAND I <br />■: I I <br />r <br />I 1 3-1/2" MIN 3000 PSI CONC. I <br />PROVIDE 1 Y" SLAB FOR HERNANDO I <br />L <br />I RECESS FOR COUNTY ONLY <br />0 <br />o <br />S3 <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />I <br />MASON'S SLOPE I SLAB OVER 6 MIL I <br />2 STORY <br />I 1/2" <br />FOR WIDTH VISQUEEN VAPOR I BUILDER TO PROVIDE <br />I I <br />03 <br />BARRIER _\ `-' APPLIANCE PROTECTION CC (2)#5 REBAR <br />I r WHEN REQUIRED PER FBC VERTICALS w/ in I <br />L_ — — <br />S3 <br />I <br />iv <br />1 FILLED CELL <br />I <br />19 <br />= <br />N <br />■. ( -1-CJ �baH�--------�—------J <br />o <br />(- <br />r <br />TYP@2STORY <br />J <br />L_--------- — -------7 • � <br />I <br />T <br />PROVIDE Y2' x 9" <br />_3 1/2" <br />2'-6" x 2'-6" x 1'-0"' <br />RECESS FOR FRT. DOOR <br />SLOPE <br />W/ (3) #SS E.W. <br />01-0.= TOP OF CONC.I PAVER TO BE 4" <br />co <br />L o <br />BELOW FIN, FLR. <br />v <br />S3 <br />STUB U :::::: ::::::: <br />— — <br />2ND FLOOR <br />I <br />I 1 I FOR A/C : <br />12'-6" <br />o <br />iv <br />G <br />b� S3 -_' - �' j�j� I <br />CIJ ,- Gd l r 11 CJ <br />x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />b <br />N <br />N <br />_ <br />r / - t <br />1 <br />i 19'-0" 6-416' L Jf ; INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TO <br />TYP @ 2 STORY <br />: I I I : ; : ; ; ; • ; +-� BEAM W/ (1) #5 REBAR VERT ( <br />_ <br />_ <br />ABOVE SLAB TYP @ ALL PLACES <br />CV <br />�I SHOWN HOOKED FTG. DOWELS 5" I <br />`C' <br />00 <br />ZY)'I <br />i EMBED W/ 25" EXT. ABOVE SLAB <br />' I \ - "GRADE 40 STEEL" ( <br />I • •19 <br />iv <br />'- <br />/ HVAC CHASE <br />BASED ON I — — J I 0'-0" ((J <br />C�T <br />0 0 <br />> I LOCATION <br />5'-4" .. 16'-3" <br />S6 <br />......... .............. ......... ..... ........... ... ..... ......... .......... :....■ <br />6'-4" <br />M-0 <br />TYP @ 2 J <br />STORY S6 <br />4 <br />5"4" L 2,_2$„ L 2'-1$" <br />FOUNDATION PLAN <br />SCALE: %4"=1'-0" <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />W <br />Z <br />J <br />• .. .. U) <br />d <br />CONTROL JOINT DETAIL <br />SCALE:1 1 /2"=1'-0" <br />#5 CONT REINF. SEE <br />FIND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />' ' o' ,-` ' <br />BAR ONE FOR EA. <br />' _`> ' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />. •. ...., <br />�; • <br />• <br />'+- <br />*"Alternate: <br />; �; , �'; <br />The reinf. bars shall be <br />cont. around corner by cold <br />' <br />• • <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=1'-0" <br />U .- <br />M <br />0 <br />o <br />N <br />d <br />+� Z <br />(/) (D <br />O U-1 <br />ZD <br />E <br />o-- <br />. 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V) � �• <br />.; (A <br />Q lL L!) <br />Q � <br />\Cn <br />< (.� n• 00 <br />Q7. <br />� <br />Zro <br />W <br />J � <br />C>f' <br />oZ <br />O <br />zu, <br />a <br /><� <br />Z► <br />Wa21 <br />oo�o <br />zWW� <br />�Zz <br />�a�W <br />z <br />2,2e'Eo N <br />l J � <br />OI <br />8w° <br />oZ <br />I— <br />< <br />ZO <br />QU <br />x Z <br />0 <br />^ <br />L l <br />a <br />z <br />-0 <br />I\ <br />z <br />3 <br />E <br />0 <br />V <br />Lr)Lu <br />p <br />gmg <br />O°o <br />J <br />X U <br />T� <br />- <br />zLU ¢za <br />z <br />N <br />oo�g <br />�-o,u_o <br />L1J <br />Q <br />Z <br />$Z o <br />wa8 <br />000 <br />re)�wz <br />Lr) <br />O� <br />z <br />Z <br />U <br />a� <br />z <br />m <br />06 <br />J <br />= <br />�o <br />a z <br />,-I <br />a <br />cn <br />£ <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAMES <br />VERSION NO. 2nO <br />SHEET NO. <br />6.0 <br />