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c <br />c <br />d <br />64„ 1 �_98!„ 3'-2§" 5'-0" 5'-0" 5'-10" <br />01 <br />H.B. TYP @ 1 STORY S3 <br />U.N.O. <br />2'-10,9,1" 5'-1 <br />............ 0 ................ ................. ........ <br />N .............. ....... ...................... <br />9, <br />er <br />- <br />01 <br />• <br />I o I <br />r16'-0" <br />-g6'-10" .' <br />\ \ <br />C11, ■ <br />fl <br />I <br />I \ \ <br />\ \ <br />-31/2" <br />I \ \ \ SINK /DISP <br />I <br />in <br />L <br />_ _ <br />\\ \ I I D.W. I I I 'T <br />.. I}I <br />S3 N <br />o <br />\ \ \ IL— — — J ND I CHASE TO ISLA <br />o I I <br />TYPO 1 <br />T <br />■ : PROVIDE 1 Y2" RECESS \ \ \ CJ L — — — — — — — — — — — — J CJ CPT' ; ; T CJ CJ, : <br />�\ <br />CJ -1 FI I ; ■ <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO \ KITCHEN ISLAND REF. : ; . , , , <br />, , , 10'-104" I <br />PER FIELD <br />; I MASON'S SLOPE FOR I \ LOW WALLS <br />o <br />' <br />CONgIUONS <br />WIDTH <br />16-10" <br />12'-10" <br />r <br />\ <br />I <br />INDICATES FILLED CELL w/ 3 00 PSI \ \ ; ; ; <br />, , , , , , , <br />, ; <br />CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE """" " " " " " ' " " " " " " " " " " " ' " " <br />t W/ (1) #5 REBAR VERT ABOVP SLAB \ \ BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" <br />I TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EYBED \ \� <br />" " " " ■ <br />■ ■ ■ <br />■ <br />4'-0" <br />I <br />4 4„ <br />4'-6" <br />\ PROVIDE %2" x 9" <br />"GRADE <br />W/ 25" EXT. ABOVE SLAB 40 \ <br />' <br />SLOPE' <br />`O <br />\ \ RECESS FOR FRT. OCIR M <br />STEEL" ' I \ \ I <br />L <br />- <br />\ \ 2'-6"x2'-6"X1'-0" F:FG.4" <br />S3 <br />r <br />25'-1012a„ \ \ \ 9'- W/ (3) #5 E.W. <br />5'_0" <br />00 <br />■ <br />00 <br />.. — —— <br />■ <br />o <br />A <br />TT.. \ K <br />I I <br />iio <br />TYP @ 1 STORY 83 <br />S3 CC <br />I <br />- <br />'- <br />U.N.O. <br />S3 <br />EAH <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I I I <br />VERTICALS w/ in <br />' N : 3 5 <br />■: I I I ; <br />FILLED C� 1L <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" A <br />o <br />n <br />- <br />M <br />W/ (3) #5 E.W. <br />; - 3 1/2" <br />SLOPE <br />..III <br />110 ..........^.. ................. <br />03'-6" <br />■::. .................. <br />Li-T <br />5'-3" O <br />M <br />II <br />T. N O) <br />■ : — CJ :: CJ — CJ <br />t <br />3-1/2" MIN 3000 PSI CONC. I I 2'-74 6'-5' 3-2,' I <br />CD <br />zn <br />I SLAB FOR HERNANDO <br />COUNTY ONLY <br />I I: K <br />J <br />0o <br />3-1/2" MIN 2500 PSI CONC <br />S3 <br />d <br />SLAB OVER 6 MIL VISQUEEN I M`� I S3 <br />I <br />I <br />VAPOR BARRIER ' N <br />35'-4" 20-6' <br />' <br />■ : I I <br />I :: I <br />BUILDER TO <br />PROVIDE <br />1 <br />I <br />01-01, <br />I <br />.: <br />• I ; <br />APPLIANCE <br />VERTICALS wAR <br />: ; 4'-0" <br />: : <br />12'-1' <br />O <br />PROTECTION <br />FILLED CELL I <br />00 <br />I <br />WH• <br />WHEN REQUIRE <br />D <br />L---------+— <br />4d <br />PER FBC <br />--- <br />— -- <br />--------_j: <br />— -- <br />— <br />— <br />------J <br />00 <br />q H.B.T <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6,�g„ 6'_0" 6,-0" 6'_0" 6'_0" 6' 0" 5, 28„ 7. 1$„ <br />L 1'-4" I <br />7-10" <br />FOUNDATION PLAN, <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <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 114 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 />CONTROL <br />JOINT DETAIL <br />SCALE:1 11Z'=1'-0" <br />'--#5 CONT REINF. SEE <br />. ,• <br />; _ <br />FND. FOR QUANTITY <br />' <br />�•' <br />' <br />#5 X 25" X 25" CORNER <br />�•' ' •'' ' ' �• <br />•' <br />BAR ONE FOR EA. <br />- <br />• •.- <br />HORIZ. REBAR, TYP. <br />•. - <br />• "•• <br />• • <br />U.N.O. <br />•, . •, , •. <br />. • <br />"Alternate: <br />The reinf. bars shall be <br />• <br />• • • •• • • • <br />Cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1 /2"= V-0" <br />a <br />(D - <br />Z o <br />— o <br />ztou <br />Z <br />Q <br />J <br />V) CD <br />W N <br />4_j tL <br />p <br />U — <br />w <br />O <br />F- <br />o <br />co <br />o0 <br />~ <br />m n <br />U <br />W <br />E <br />f•- 8 <br />rn M cn <br />C M co <br />M .Q cn <br />N <br />41 <br />Uy <br />6 <br />_- <br />L U-00 <br />d- <br />cn a <br />Qrn <br />if)O C <br />0iQo <br />A, <br />N C.a D.0 <br />� <br />B <br />D• <br />- <br />N•. <br />O <br />0_4 <br />ZOA <br />Z <br />W <br />OU <br />OF— <br />U <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 />O <br />Z <br />0 <br />to '� � <br />;(nMcc:)) <br />V) M Ln <br />Q U_ <br />CL <br />IDC U CI OC) � <br />Q <br />Z <br />W_jo� <br />t.O <br />J <br />oz <br />Za <br />f� <br />z <br />Q0MO <br />Uzzjg <br />J <br />Qo <br />= Z.Z Z <br />CL <br />�g!�W <br />26 <br />Z'W"°� <br />uW <br />L <br />z <br />O <br />zz <br />fz <br />> <br />o <br />z <br />0 <br />LJ._ <br />U <br />_ <br />ru <br />Q„ <br />0 <br />00 <br />ujuj <br />� OR <br />To� <br />tV <br />a Z, <br />Z <br />Z <br />IN <br />T-1 <br />w� � <br />a <br />o�Z <br />J <br />Ln <br />rl <br />11J <br />� <br />o Z o <br />U <br />,Q�2a <br />z <br />Z <br />`g <br />CO <br />O <br />gUj <br />•--+ <br />0- <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO, 10 <br />SHEET NO. <br />6.0 <br />