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C <br />d <br />K� <br />A <br />H.BTYP @ 1 STORY <br />S3 <br />TU.N.O. <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ ■ <br />o <br />I <br />} I <br />\\ <br />} o I <br />\ 16'-0" Z-944" U-10" <br />} I I 0'-0' <br />— — <br />} <br />SINK /DISP I <br />} } <br />ooF <br />-1 <br />oin <br />D.W. <br />S3 in <br />.- <br />CHASE TO IS D <br />— —_-- <br />o } I <br />TYP @ 1 <br />STORY U.N.O. <br />STEPS AS <br />PROVIDE 1 Y2" RECESS \ \ CJ L — — — — — — — — — — — — J CJ OPT • T eJ CJ, ' <br />CJ __tI I ■ <br />REQUIRED <br />I FOR SGD. REFER TO \ \ REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: ...... <br />::.' :: 10'-101" I <br />4 <br />PER FIELD <br />MASON'S SLOPE FOR \� KITCHEN ISLAND ; <br />I <br />CONDITIONS <br />WIDTH LOW WALLS <br />4'-0" <br />1I \ \ 16-10" <br />' •12'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />\ <br />CONC. GROUT FROM FT. TO BEAM \ \ \ <br />\ \ <br />— — — — — •— — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB \� <br />■ ■ ■ <br />TYP @ ALL PLACES SHOWN I \ I ................... ............. <br />\ TOP OF CONC./ PAVER T BE 4" <br />■ <br />()( <br />2 #5 REBARjin <br />HOOKED FTG. DOWELS 5" EMBED \ \ 0'-0" <br />BELOW FIN. FLR. <br />■ <br />4'-0" <br />4' 4" <br />4'-6" <br />SLOPE' <br />VERTICALS wW/ <br />\ \ HVAC CHASE <br />25' EXT. ABOVE SLAB GRADE 40 \ \ <br />STEEL" \ \ BASED ON <br />FILLED CELL <br />PROVIDE %" x 9" <br />\ LOCATION I RECESS FOR FRT. POOR <br />( <br />(.0 <br />2'-6"x2'-6"X1'-O" FTG 'n <br />_ <br />-ram <br />25'-10 47 " \ \ 9'-5$" W/ 3 #5 E.W. <br />128 \ \ 128 ( ) <br />4'-4° <br />"' <br />K <br />(2) #5 REBAR7inl <br />00 <br />TYP @ 1 STORY S3 <br />I CC <br />U.N.O. <br />w2'-6" <br />rAHU IS3FILLED <br />CELLVERTICALS <br />2'-6"x2'-6"X1'-O" FTG ^ 3'-5" <br />T- <br />x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />SLOPES <br />W/ (3) #5 E.W. G -3 1/2" <br />S3 o <br />I ; OPT. D pT, <br />ih <br />FILLED CELL <br />— <br />...........� ................. <br />5'-3" V-10" T-6„ I O I r <br />I. <br />M <br />O <br />I N � <br />■ — CJ :: 'GJ — CJ <br />o <br />It <br />I 3-1/2" MIN 3000 PSI CONC. I 1 ' 2'-7a" T-10" 1'- ': EDGE OF SLAB 2" <br />I <br />I SLAB FOR HERNANDO BEYOND WALL <br />COUNTY ONLY <br />i�v <br />7 o <br />S3 <br />SLAB OVER 6 MIL VISQUEEN I I <br />I <br />VAPOR BARRIER N <br />I <br />35:-4" '- 20'-6" <br />■' <br />I <br />: ; <br />I :: <br />BUILDER TO <br />0'-0" <br />I <br />PROVIDE <br />I <br />(2) #5 REBAR <br />(' <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL I <br />WH• <br />WHEN REQUIRED <br />rf <br />�•-•----------}— <br />o o <br />PER FBC4d <br />--- <br />-- ---------�-' <br />— — <br />-- <br />•I-- <br />-------� <br />.................. <br />r <br />0 1 <br />j <br />0 <br />1 J <br />91 <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />5' <br />H.B4 <br />T-1 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=V-0" <br />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 />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />!. r <br />45 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" = 1'-0" <br />W <br />lei <br />r �o•-o <br />�F '"� .rP^ �w+ tee• <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />e�• <br />Q N� <br />8 O O m 0 J <br />0 M N INC.� m LL W <br />® M--NO J W W <br />M 3--2 u-- as <br />U7 M S W fd <br />a �ci�52 aa.LU ofx0 <br />ix V <br />C m 0 O g <br />.29 <br />W E°'a' _o a� <br />�. " N O <br />O <br />N<coz Q Ous <br />A 0 d < <br />Z ❑�[]� <br />W <br />z o 0 <br />S <br />z <br />a� <br />J M <br />d N <br />N z o <br />Q) <br />C Y <br />fB W 0 <br />o a <br />.0 — <br />[` <br />Vim• <br />W P <br />N ry a <br />/R O <br />� V U m <br />W Of <br />r— L E <br />m.... <br />I <br />_ Z <br />_ <br />= <br />o <br />o <br />co <br />CO <br />w <br />z <br />Cl) <br />? <br />o <br />� <br />aE <br />0 <br />ECU <br />¢� <br />H <br />R0 <br />it ¢ <br />�O <br />O O <br />O <br />z <br />Q C <br />N M <br />F_ <br />1p <br />¢O <br />W <br />-z <br />Ww <br />KJ <br />W. <br />rD <br />cn <br />iv <br />Nm <br />10 <br />z� <br />to J <br />N <br />¢ ' <br />Og <br />aw <br />z <br />O <br />O <br />a. <br />�w <br />O <br />u <br />CC)a <br />�1 <br />5 <br />r <br />o0 3 <br />ON <br />0 <br />= <br />0 <br />^L1 <br />W <br />.! <br />O <br />c <br />r( <br />C� <br />ca <br />N <br />Q <br />—' <br />N <br />0 <br />O <br />-a <br />Cfl <br />ca <br />r- <br />O <br />T— <br />r <br />ui <br />W <br />: i» N <br />Z <br />z <br />E O B r <br />M <br />E <br />U _j Q ❑ <br />JOB <br />NO: 20-1130 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />