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T-10" 1. 2'-1064" 1, 5'-11 <br />MOW <br />5'4" <br />yam\ <br />I <br />'• <br />� <br />� <br />�+ <br />ACPAb <br />I \ \ HVACCHASE <br />\� \ BASED ON <br />\ <br />"�.���il <br />.: <br />::�� j <br />j <br />o <br />■ • <br />LOCATION <br />\ 16-0" <br />Z-9j" <br />6-10" . <br />r IIIII <br />■ <br />— <br />L <br />LID <br />ir> <br />L <br />M \ \ <br />S3 \�\ I Fr=—=�� <br />SINK / DISP <br />_ -- <br />; ; <br />i <br />:: II! <br />m <br />A N <br />o <br />S3 <br />\ <br />\ \ I D.W. III II <br />III <br />S3 <br />\ I L_ <br />_ <br />\ \ <br />jt= =2 I <br />_------ -_- I CHASETOIS__ <br />- - - - - - <br />:: <br />LLD_ <br />I <br />11� / I <br />I <br />I <br />TYP 1 <br />@ <br />STORY U.N.O. <br />PROVIDE 1 /' RECESS C L _ <br />_ _ _ _ _ J <br />CJ OPT • <br />-r-Ci <br />CJ ; <br />CJ-f{ I <br />• ■ <br />STEPS AS <br />REQUIRED <br />I:. <br />\ <br />I FOR SGD. REFER TO \ \ KITCHEN ISLAND TIREF. 1; ; <br />10'-10d" <br />PER FIELD <br />MASON'S SLOPE FOR \ \ <br />LOW WALLS <br />I' ' <br />T <br />COND►TIONS <br />I WIDTH \ \ <br />\ <br />LIL — —J <br />I <br />4'-0" <br />I <br />\ <br />16'-10" <br />12'-10" <br />o <br />INDICATES FILLED CELL w/ 3000 PSI <br />\ <br />::... <br />CONC. GROUT FROM FT. TO BEAM <br />\ <br />....... ' <br />. <br />........ <br />. <br />_.... <br />' <br />I W/ (1) #5 REBAR VERT ABOVE SLAB I <br />3-1/2" MIN 3bObpSI CONC. <br />TOP OF CONC./ PAVER TO BE <br />' ■ <br />■ <br />■ ■ <br />_ <br />■ 4'-0" <br />4'-4" 4'-6" <br />(2) #5 REBAR <br />I TYP @ALL PLACES SHOWN SLAB FOR HERIVAI�DO 0'-0' <br />VERTICALS w/ in <br />HOOKED FTG. DOWELS 5" EMBED <br />COUNTY ONLY \ \ <br />\ \ <br />4" BELOW FIN. FLR. <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI CONC\ <br />PROVIDE Y2' x 9 Y2" <br />STEEL" <br />SLAB OVER 6 MIL VISQUIEItN <br />\ <br />RECESS FOR FRT. OOR <br />SLOPE I <br />L <br />v <br />_ <br />I <br />VAPOR BARRIER \� \ <br />2'-6"x2'-6"XV-0" FTG LO <br />o <br />25'-103g" <br />\ \ <br />9'-5$" <br />W/ (3) #5 E.W. <br />4 4, <br />"' <br />d <br />C <br />\ \ <br />m <br />( \ \ — — — — — — — — <br />. .... <br />I CJ <br />CJ <br />T* \ <br />: <br />I <br />CC <br />(2) #5 REBAR <br />00 <br />S3T <br />• <br />S3 <br />I <br />S3 <br />VERTICALS w/ in <br />TYP 1 STORY <br />@ <br />I I <br />=I� <br />M <br />I .. AHU <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 />T-5" <br />T-1" <br />W/ (3) #5'S E.W. <br />�.� <br />2'-6"x2'-6"X1'-0" FTG <br />W/ #5 E.W. G <br />===1' <br />- <br />F-- --I I-- <br />- - - <br />I <br />I� <br />(2) #5 REBAR <br />(3) S3 <br />J <br />I II <br />E <br />SLOPE <br />VERTICALS w/ in <br />FILLED CELL <br />� • <br />I _ <br />I . ; <br />1 OPT. D I I <br />DPT. W II : -3 1/2 <br />U <br />I} <br />M <br />5'-3" 1'-10„ T_6,. <br />I <br />I ` <br />I <br />fIW r <br />N r <br />' <br />I <br />o <br />I <br />I <br />T-11" <br />1' ': <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />I <br />o <br />J <br />`r' <br />S3 T M2 <br />S3 <br />M <br />I. <br />I <br />35t4- <br />20'-6" <br />■ <br />I <br />I <br />BUILDER TO PROVIDE <br />: <br />0'-0" <br />; ; <br />:: <br />: <br />2'-6" <br />APPLIANCE PROTECT <br />ON <br />I <br />WHEN REQUIRED PER <br />4'-0" <br />12'-1" <br />FBC <br />(2) #5 REBAR <br />CD <br />i <br />/�W.H.\\ <br />VERIFY LOCATION <br />ELECTRICAL PANEL <br />VERTICALS w/ in <br />FILLED CELL-- <br />�— <br />5'- <br />1.1 <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />r-2 "I <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />It- <br />6'-0" <br />H.B. + <br />E W:1 <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 />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN.— FOUNDATION PLAN <br />w z <br />Wco J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />FOUNDATION PLAN - ELEV-Al <br />,•; <br />#5 CONTINUOUS <br />s <br />REINF. SEE FND. FOR <br />I z <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />v v rv� <br />•s v�� v <br />U.N.O. <br />d v 'v <br />. <br />® • • • �� ; , ,� ,� _ <br />""Alternate: <br />j �a <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 <br />DETAIL <br />SCALE: 3/4" = V-0" <br />s <br />c <br />srr <br />ar -o <br />T W <br />C� CZ n C•7 <br />C R V <br />Cv <br />�•�mx <br />to cc C= i <br />to ., CV <br />CC t.N� <br />3 tc <br />rCa ep W � <br />� . u a� <br />�'ry c® <br />Cc E <br />R <br />0 <br />F, u <br />a <br />C'M <br />O <br />N <br />N <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 Florida Building Code - <br />Residential 7th 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 />W <br />E <br />Q O co 8 <br />N 0 <br />9 V � <br />Uj <br />.00 <br />fA ��I� Z <br />j 0 lJi <br />N <br />aj <br />Q C J <br />LL W <br />tL u- a <br />— -o a Z Y <br />m c v o <br />_ <br />$ya9m o <br />fY <br />W CO 6 <br />w <br />c m <br />Z N N Z Q J <br />IL LL <br />Z O U U <br />W ❑❑ <br />U <br />z N M <br />O O <br />z N <br />z o� <br />� <br />ca- <br />r_ <br />M <br />z <br />0vy <br />LL <br />4.1 <br />f p C_/3 <br />LL, � <br />'PC• <br />O ra., o <br />N <br />�V) <br />LU <br />E <br />� <br />f <br />g <br />U o N <br />• <br />¢ 0 <br />N Oco <br />ti <br />o <br />z <br />W <br />M <br />J <br />� ¢ <br />Z <br />Z <br />L._ <br />o_ <br />zo <br />�o <br />>N <br />a� <br />p <br />E U <br />oLL <br />z <br />z® <br />oa <br />H r6 <br />M0 <br />?o <br />o E <br />0q <br />oQ <br />1,0 <br />I� <br />z <br />.0 <br />z <br />� W <br />s <br />co <br />� C <br /><o <br />OU <br />m0 <br />o° <br />ZF <br />�z <br />zo <br />VJ <br />O¢ <br />w <br />JU <br />a <br />W <br />m <br />�o <br />�K <br />�o <br /><¢ <br />' <br />Mill!J <br />v <br />0 <br />0 <br />�o <br />a= <br />03 <br />E2( <br />J <br />LO <br />, ^ <br />L.//i��,�` <br />C71 <br />N <br />Q <br />cc <br />LO <br />O <br />V <br />M_ <br />W <br />m <br />LO <br />T <br />Q� <br />O - N <br />O <br />LL N_ <br />c� <br />LO <br />�--' <br />T <br />c <br />Gi <br />m <br />Y C0 <br />LO i6 <br />o <br />Z <br />Z <br />O N <br />ca <br />CU <br />C <br />a <br />U ¢ p <br />JOB <br />NO: 23-04657 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />I— J_ I — i— — — — - - I I I I I , I I rA. al I Erdlu 111JAIiii Id: <br />11-i :. 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