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5-4" V-9t' T-2j" <br />'HBt <br />t <br />5'-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />X-10" i. V-0" <br />10" 1. 2'-10jV" L 5'-1 <br />5'-0" <br />5,4„ <br />HVAC CHASE <br />\ \ BASED ON <br />\ <br />■• <br />LOCATION <br />` 16-0" <br />21-91., 6'-10" . ' <br />Ill <br />I ■ <br />— <br />i <br />L <br />L\\\ <br />SI rr <br />-SINK / DISP <br />A <br />o <br />S3 <br />\\ <br />\ \ I I <br />D.W. III �, II �� 111 I I <br />1 IL JL 11 I <br />I .. <br />; ; <br />; : <br />I{ I <br />::.:. i%� I I <br />S3 Ln <br />\ \ I L--_�L« <br />------ <br />ay I CHASE TO I) SS <br />----- <br />--------___-_ z <br />:: <br />II I <br />\ ll <br />I <br />TYP@ 1 <br />STORY U.N.O. <br />■ <br />PROVIDE 1 Y2" RECESS \C' L <br />- �- - I I� OPT. I:: <br />- <br />- <br />- -I- 1- <br />- - - - <br />- - - <br />- - - <br />STEPS AS <br />REQUIRED <br />- <br />FOR SGD. REFER TO \ <br />I \ \ <br />- _ - -- - - - - - TU <br />KITCHEN ISLAND III REF. I; , <br />C3 <br />:. <br />CJ-+1 <br />. <br />.. <br />10'-10a" <br />PER FIELD <br />MASON'S SLOPE FOR `� \ <br />LOW WALLS III 1" <br />• • • <br />. • • I <br />o <br />CONDITIONS <br />I WIDTH <br />� <br />4'-0 " <br />I <br />\� \ <br />16-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />\ <br />........ ..... <br />. <br />- <br />' <br />I W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3�pSI CONC. I <br />... <br />TOP OF CONC./ PAVER TO BE <br />■ <br />■ <br />■ ■ <br />_ <br />(2) #5 REBAR <br />I TYP @ ALL PLACES SHOWN <br />SLAB FOR HERNARDO <br />0'-0" <br />4" BELOW FIN. FLR. <br />■ 4'-0" <br />4' 4" <br />4'-6" <br />op <br />VERTICALS w/ in <br />HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY ` ` <br />\ \ <br />I <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI C6N\ <br />PROVIDE Y2" x 9 Y2" <br />y SLOPE) <br />�4 <br />STEEL" I <br />SLAB OVER 6 MIL VISQUEPI 1 <br />RECESS FOR FRT. OOR =I <br />-1 <br />L <br />I <br />VAPOR BARRIER \ <br />\ \ <br />,_ „ <br />2-6 x2 6 X1-0FTG 'n <br />" <br />I -4" I <br />S3 <br />v <br />25'-108' \ \ <br />9'-5$' <br />W/ (3) #5 E.W. <br />4,�„ <br />I\\ <br />- - --- <br />A <br />CJ <br />CJ T� \ <br />\ <br />I <br />I K <br />CC <br />— <br />� <br />(2) #5 REBAR <br />r- <br />S3T <br />S3 <br />I <br />S3 <br />VERTICALS w/ in <br />TYP @ 1 STORY <br />I I <br />chi I AHU <br />I <br />I <br />FILLED CELL I <br />2-6" x 2'-6" x V-0" <br />U.N.O. <br />' <br />iv <br />3,_5„ <br />7,-1„ <br />W/ (3) #5'S E.W. <br />^ <br />2'-6"x2'-6"X1'-0" FTG G-.-�� _ <br />- - - - <br />I W/ #5 E.W. <br />(2) #5 REBAR <br />(3) S3 <br />; <br />i I <br />1 e <br />SLOPE' <br />' <br />ih <br />VERTICALS w/ in <br />FILLED CELL <br />I 1 <br />I . <br />1 <br />= - <br />r .....-------- <br />I OPT. D I <br />I 11 <br />- <br />I OPT. W 1; : 3 1/2" <br />L__j <br />1 <br />I? <br />_ <br />5-3" T-10•, 3,_6„ <br />I: <br />■ <br />— CJ <br />:: 'CJ <br />— CJ <br />4 <br />• <br />( 1 <br />1 : 2'-7" <br />7-11" <br />1'! :' ' <br />EDGE OF SLAB 2" I <br />( <br />ra <br />T <br />zn <br />'- <br />I <br />BEYOND WALL <br />I <br />N <br />'tF <br />"> <br />I <br />I <br />° <br />I <br />_ <br />K <br />N <br />S3 <br />M2 <br />J <br />S3 <br />( in <br />r• <br />I. <br />35:-4" <br />20'-6" <br />■ <br />I <br />I <br />BUILDER TO PROVIDE <br />: <br />1 <br />; ; <br />:: <br />: <br />2'-6" <br />APPLIANCE PROTECT <br />ON <br />0'-0" <br />I <br />WHEN REQUIRED PE <br />4'-0" <br />12'-1" <br />_ <br />FBC <br />(2) #5 REBAR <br />cO <br />I <br />i <br />/�W H �� <br />VERIFY LOCATION <br />VERTICALS w/ in <br />-----------+- <br />--- <br />- r%-- <br />\ — <br />-------1' <br />—t- N <br />ELECTRICAL PANEL <br />�— <br />FILLED CELL <br />------ <br />. <br />•f <br />r.s•r:rl <br />rrrrrf lr•1 <br />■!.:l <br />f r. I I I I I f I r f. r:r I I r I I I I • <br />.•..f <br />r!!f <br />!rM••...........f <br />>••!:•r!!•f•••r!• <br />■ <br />■ <br />■ <br />■ <br />5'- <br />U <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />VERIF METER <br />LOCATION WITH <br />BUILD R <br />8' <br />FOUNDATION PLAN MONO - ELEV-Al <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 <br />W <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />;;: <br />#5 CONTINUOUS <br />.: • <br />�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'� .• ; • '� ; ;' '� ;,; ' <br />•', <br />; ; .' <br />; _ <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />The reinf. bars shall be <br />• - • - • <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 />N <br />N <br />� <br />W <br />o � o <br />y Cn O <br />C 10 C� N <br />—gym ac <br />Q w•+ N Y <br />E S G <br />'; ev <br />L <br />eo d W a <br />�-• f.1 y <br />•� <br />-. Ems„ C G7 <br />tC <br />E <br />ti o <br />r U <br />O <br />rj. +. 0� <br />/: • _ <br />1 <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 <br />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 />E <br />a $8 <br />N 6 W)0 <br />C o <br />N <br />0) jol <br />604 0 ik LL <br />M J <br />LL a <br />LL <br />JL <br />-6 d <br />0 <br />i Z = Y <br />42�_ 0 <br />m w <br />ILWrRl-°' <br />= L Cl) <br />2 N o� 0 <br />W ❑❑ <br />0 <br />z <br />z <br />J <br />a <br />z <br />C9 € <br />� <br />�4-J <br />rn <br />Lij e <br />CD le <br />0 W s <br />N C � <br />CB <br />' <br />ULLJ <br />�3 <br />C,Z <br />M <br />2 <br />❑ <br />7d <br />Ll- <br />w6 <br />g <br />a <br />z0 <br />E U <br />u❑ <br /><zo <br />❑00 <br />z <br />t <br />p <br />E O <br />X 0 <br />U <br />`� <br />O <br />❑ <br />❑ <br />xI <br />N � <br />L <br />Ro <br />R <br /><O <br />xoz <br />mf <br />H 0 <br />z`jC <br />- C:�s <br />Ny J <br />am <br />>Z <br />sZ <br />fn <br />_ <br />�Ow <br />❑ <br />O <br />aZ <br />W <br />H <br />`Oa' <br />z1% <br />Cc, <br />�C:) <br />J <br />LO <br />LO <br />�--. <br />a <br />n <br />CD <br />� M07 <br />M <br />O <br />r <br />Cn o <br />CV <br />m <br />m <br />LO <br />Q� <br />O <br />04 <br />O <br />N <br />T <br />Q lM <br />T <br />E <br />o <br />z <br />r <br />C <br />C <br />a <br />v N <br />U -j Q p <br />C <br />JOB <br />NO : 22-06469 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />