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C <br />C <br />d <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />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 />65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5' 4" 1'-985T-238 5'-0" 5'-0" 5'-10" 3'-10" 6'4" 6'-0" 3'-10" 2'-10 5'-11s3a' 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />T-0" <br />w � <br />C0 <br />H.B. TYP @ 1 STORY S3 <br />t U.N.O. <br />ll <br />\ \ HVAC CHASE <br />\ \ BASED ON <br />I <br />■ <br />\ LOCATION <br />\ 16-0" <br />Z-94„ V-10" . ' <br />..... <br />CjLI <br />f11 <br />■ <br />0"0� I r <br />— <br />.31/2" <br />in <br />in <br />L <br />M \ \ <br />S3 \\� I r1�f <br />_ SINK / DISP <br />�(--1� — I <br />:: <br />I :: <br />S3 <br />I <br />\ I I D.W. I ql �� II �� li I <br />\ \ I I <br />I :: <br />.:�:... <br />, , I{ I <br />S3 U1 <br />v <br />L — — <br />I <br />\` ` IL---JL�JI_J� <br />--�=_--- <br />Ik II <br />_ I CHASE TO I) S�D <br />_------- <br />.. <br />: <br />f� 11 <br />I� I <br />1 <br />I <br />TYP@1 <br />STORY U.N.O. <br />■ <br />PROVIDE 1 Y2' RECESS C \ L — — <br />— — — — — — i CJ I II OPT.:: <br />T C;1 <br />CJ' ' <br />`y�l <br />CJ - -1 <br />■ <br />STEPS AS <br />REQUIRED <br />I FOR SGD. REFER TO \ <br />KITCHEN ISLAND III REF. I ; <br />•_ . <br />' ' <br />• • . • <br />• <br />10'-104" <br />= <br />PER FIELD <br />MASON'S SLOPE FOR \� \ <br />LOW WALLS III 1' ; <br />.. <br />.. <br />CONDITIONS <br />I WIDTH \ \ UL. <br />1 \ \ I <br />I <br />\ \ <br />16'-10" <br />12'-10" <br />C)4'-0" <br />INDICATES FILLED CELL w/ 3000 PSI— <br />\ <br />CONC. GROUT FROM FT. TO BEAM <br />\ <br />:........ ...... <br />... , .. , .. ... <br />' <br />I W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3bW—psi CONC. I " " " " " " <br />" " " " " " ' " " " ' <br />" ' <br />TOP C PAVER TO BE <br />" " " ' ■ <br />■ ■ ■ <br />= <br />(2) #5 REBAR <br />I TYP @ ALL PLACES SHOWN <br />SLAB FOR HEF�IIDO <br />0'-0" <br />L FIN. <br />4"BELOW FIN. FLR. <br />■ 4'-8" <br />T-8" 4'-6" <br />01 <br />VERTICALS w/ in <br />HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY \ \ <br />\ \ <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL" <br />3-1/2" MIN 2500 PSI CB \ <br />SLAB OVER 6 MIL VISQUE •N <br />PROVIDE Y2' x 9 Y2' <br />RECESS FOR FRT. OOR <br />Y SLOPE <br />ZD <br />1 <br />I <br />Fn <br />VAPOR BARRIER \ <br />\ \ <br />2 -6 x2 -6' X 1-0 FTG LO <br />I <br />G <br />^� <br />25'-10a' \ \ <br />9'-5$' <br />W/ (3) #5 E.W. <br />;8 <br />\ \ <br />■ <br />— — — — <br />Tp <br />A <br />CJ <br />CJ <br />\ <br />: <br />I K <br />CC <br />— <br />(2) #5 REBAR <br />in <br />S3T <br />S3 <br />I <br />S3 <br />VERTICALS w/ in <br />TYP @ 1 STORY <br />I I <br />of I AHU <br />I <br />I <br />FILLED CELL I <br />2'-6" x 2'-6" x 1'-0" <br />U.N.O. <br />' <br />I <br />N :. <br />I • <br />= <br />T-5" <br />7-1" <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" FTG <br />A� <br />(2) #5 REBAR <br />S3 <br />L J <br />I <br />I <br />SLOPE <br />' <br />VERTICALS w/ in <br />FILLED CELL <br />;: <br />I <br />I <br />I . <br />I <br />�� .... <br />I OPT. D 11 <br />I II <br />DPT. VW : • -3 1/2" <br />(__J <br />--------, <br />= <br />- <br />_10„ 5'-31'3_6" <br />I <br />N <br />■ - <br />I — CJ <br />'CJ <br />I <br />— CJ <br />; <br />I <br />I : 2'-7-a " <br />7'-11" <br />1'- • <br />EDGE OF SLAB 2" <br />I <br />I <br />BEYOND WALL <br />I <br />I <br />K <br />0 <br />J <br />ih <br />N M2 I <br />S3 <br />35'.-4" <br />20'-6" <br />I <br />■ <br />I <br />:: <br />• • <br />I <br />BUILDER TO PROVIDE <br />: <br />I <br />; ; I <br />:: <br />: <br />2'-6" <br />APPLIANCE PROTECTION <br />I <br />0'-0" <br />I <br />WHEN REQUIRED PER <br />6 4'-0" <br />12'-1" <br />_ <br />FBC <br />(2) #5 REBAR <br />VERIFY LOCATION <br />VERTICALS w/ in I <br />L--------- � <br />-- — <br />�: I1 // <br />� �— — � <br />1_.— — <br />— <br />— — — <br />—_L•'I { <br />— — �--- <br />`Q <br />N <br />ELECTRICAL PANEL <br />�—— <br />—FILLED CELL-- <br />[v <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />VERIF METER <br />LOCATION WITH <br />BUILD ER <br />4- <br />FOUNDATION PLAN MONO — ELEV—B1 <br />SCALE: Y4"=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <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 />• <br />Alternate: <br />The reinf, bars shall be <br />cont. around comer by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />v <br />CCU <br />N <br />L% <br />d a <br />G W <br />C:)a� <br />►- O <br />o <br />U Q C'•) <br />n1 <br />LA_ G- <br />A O <br />y 0 <br />3 � N <br />5i <br />N <br />N O 5 •si <br />o <br />0 <br />< <`x0\1141tiiiiP;�f <br />0 - <br />�� <br />:. FLO <br />�0 EC S,�NP <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 2020 <br />Florida Building Code - <br />Resldentlal <br />7th Edition. Engineees signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />po E <br />8. <br />N C1N� <br />w W go 0D <br />u7 <br />NMR� <br />lJi <br />u u- LL d <br />= <br />a x <br />0 <br />�O1Of m <br />W_ <br />LZ <br />L IL <br />u4 N d <br />ZN <br />OU * 0 <br />W <br />z <br />z � � <br />J <br />V) <br />!01 <br />a--+ <br />O <br />C Xi <br />Q• <br />U <br />C <br />M <br />L <br />J <br />LD <br />g <br />� <br />CL <br />E <br />° <br />$ <br />"'� <br />ao <br />zo <br />E <br />E <br />�o <br />a� <br />< X <br />6CL <br />f <br />22 <br />� <br />O <br />� <br />ro <br />C <br />0 <br />Zz <br />z <br />z <br />a <br />0 <br />W <br />; <br />3i� <br />o� <br />O <br />o <br />U <br />az <br />ow <br />it <br />L, <br />-u 3 <br />2 O <br />i <br />�C <br />J <br />LO <br />Lid <br />M <br />QM <br />C <br />CID <br />:3 0 <br />T <br />Q <br />Y <br />� <br />r <br />V) m <br />N <br />m <br />.�.+ <br />LO <br />0 <br />CV <br />CV <br />Qi <br />Ln <br />m <br />T <br />y <br />Z <br />Z <br />E r <br />E <br />U <br />N <br />a <br />¢ o <br />JOB <br />NO: <br />22-08310 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />L1, <br />