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C <br />C <br />d <br />H.B+ <br />5'-0" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />I <br />65'-0" <br />2'-106--' 5'-11 <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />............... <br />■ <br />■ <br />■ ■ <br />or, <br />\ I <br />2 -93 <br />I ..... <br />\ <br />I II °' <br />06 <br />-0 ■ <br />— —\ <br />3 1 /2"C)t <br />\ <br />1 I <br />I \ <br />} <br />o <br />J <br />I \ \ \ \ SINK / DISP _ _ I : ; <br />\\ I--- -- <br />:: } I <br />0?� <br />A <br />o <br />LO <br />LO <br />L <br />D.W. <br />oa <br />44 <br />S3 iv <br />`� <br />I L— — —J I CHASE TO IS <br />II <br />TYP@ 1 <br />STORY U.N.O. <br />STEPS AS <br />■ r \ \ CJ L — — — — — — — — — — — — CJ OPT. —I—e4 CJ: <br />PROVIDE 1 � RECESS \ \ <br />CJ�I ■ <br />REQUIRED <br />' <br />FOR SGD. REFER TO \ \ REF. ::: ' : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . '.'.'. <br />.'.'.' : ::.' :: 10'-104" I <br />PER FIELD <br />I MASON'S SLOPE FOR \ KITCHEN ISLAND ; <br />io <br />CONDITIONS <br />WIDTH \I- \ LOW WALLS I • : ; : •; ; <br />_ <br />`r <br />4'-0" <br />' \ \ 16'-10" <br />12'-10" <br />0 <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 />■ ■ ■ <br />TYP @ ALL PLACES SHOWN \ I .::::::::::::::::::...:::::::::::: <br />\ TOP OF CONC./ PAVER T BE 4" <br />■ <br />2 #5 REBAR <br />() <br />\ 0'-0" <br />HOOKED FTG. DOWELS 5" EMBED \ \ <br />I <br />■ <br />4'-0" <br />4'-4" <br />4'-6" <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ BA CHASE BELOW FIN. FLR. <br />( STEEL" \ � BASED ON <br />SLOPE, <br />FILLED CELL <br />PROVIDE Yz' x 9" <br />� <br />- <br />I \LOCATION I RECESS FOR FRT. POOR C? <br />I <br />L <br />v <br />o <br />I \ 2'-6"x2'-6"X1'-0" FTG 1O <br />I -4 <br />S3 <br />- <br />\ <br />25'-10a7.r \ \ 9'-5 2 .. W/ 3 #5 E.W. <br />126 \ \ �za O <br />I <br />4'-4" <br />_7 <br />T� <br />. .— <br />....... <br />I \\ \ . . . . . . . . . ...... <br />— — — ---i---—'rl\� <br />■ <br />- <br />9 <br />_ <br />I— <br />CJ CJ \ <br />(2) #5 REBAR <br />—jin <br />0P <br />TYP @ 1 STORY S3T <br />I S3 CC <br />U.N.O. <br />I <br />chS3FILLLED <br />.ZN <br />CELLVERTICALS <br />2'-6"x2'-6"X1'-O" FTG ; I :7 3' 5" <br />T-1 <br />2'-6" x 2'-6" x V-O" <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />SLOPE I <br />MTa <br />I W/ (3) #5 E.W. -3 1/2" <br />G <br />S3 <br />I : o <br />co <br />FILLED CELL <br />......... r.. ................. <br />I <br />0 <br />. . . . . . . . • . • • <br />•--. ti- .-• - •--. -.- .-.-.--. <br />■ <br />I5'-3" <br />1'-10" 3'-6" I o <br />0 I � <br />M <br />I. ' <br />I <br />N <br />N <br />■ — CJ :: 'CJ — CJ <br />I I I <br />I <br />o <br />3-1/2" MIN 3000 PSI CONC. ' 2'-7a" ' ' ' 7-10" EDGE OF SLAB 2" <br />SLAB FOR HERNANDO ; BEYOND WALL <br />I <br />COUNTY ONLY <br />I (: <br />J <br />N <br />3-1/2" MIN 2500 PSI CONC ' K - <br />r�"'� L_' <br />S3 <br />SLAB OVER 6 MIL VISQUEEN co I S3 o <br />I <br />VAPOR BARRIER i2 <br />35'4' 20%6" <br />■ <br />I <br />BUILDER TO <br />0'-0" <br />: ; I <br />PROVIDE <br />I <br />(2) #5 REBARAPPLIANCE <br />I <br />I <br />VERTICALS / in <br />: ; 4'-0" ' ' 12'-1" ' <br />O <br />PROTECTION <br />FILL <br />FILLED CELL <br />WH• <br />WHEN REQUIRED <br />(-----------I— <br />PER FBC <br />- <br />--- <br />-- ---------1' <br />— <br />-- <br />— <br />------JNI <br />EO <br />IN <br />■ ■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ ■ <br />1'_U, L 5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-0" 6-0" <br />5' <br />C it <br />FOUNDATION PLAN MONO - <br />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 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 />LU z <br />Win - E <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" =1'-0" <br />#5 CONTINUOUS <br />. • <br />..,• <br />�- <br />REINF. SEE FND. FOR <br />QUANTITY <br />;; <br />��• <br />.,; ' <br />;• <br />#5 X 25" X 25" CORNER <br />�' <br />' <br />-- <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• <br />U.N.O. <br />- - <br />—Alternate: <br />_ <br />' ,; • <br />The reinf. bars shall be <br />• •. •. • •. •. • •. • • <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" = V-0" <br />I <br />0 <br />N <br />CV <br />N <br />0 <br />••u;,45ixx35 a� <br />T�"•� Pi.z�r (��'�a�•R <br />07, <br />�� •• Pao P 750 <br />01 <br />STD <br />• F:�•. <br />11j11,1115tJO <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. Engineers 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 />h <br />W p£ m <br />Q N U N_ J <br />00 <br />N <br />I+ O <br />Q 9�� N iL 11 W <br />H rn N O u- W d <br />0 0 J u_u_ d �2 <br />Z f0 3 0 <br />N CO R' 0 J <br />W <br />a <br />IL7f6 <br />Z <br />N m Z Ln 0 <br />O U U (n <br />Z <br />W ao❑ <br />N M <br />O O <br />z <br />z <br />- N <br />M <br />(n z a <br />o <br />a--J <br />� <br />U <br />OLU g <br />VIM <br />U M <br />� _ <br />SONW J <br />8 <br />I <br />a� <br />N M <br />co <br />W <br />Mo <br />� <br />o g <br />Z <br />LL. <br />E <br />�o <br />� <br />> <br />¢s <br />a, <br />E <br />_ <br />o E <br />a1 <br />❑ <br />& <br />N � <br />o <br />¢o <br />¢ <br />a <br />W- <br />L <br />v3 C¢ <br />. <br />m C) <br />oz <br />z <br />-t <br />hg <br /><� <br />>Z <br />�z <br />C 3 <br />� <br />per¢ <br />t <br />LL <br />Z <br />do <br />�w <br /><o <br />=� <br />J <br />�O <br />¢¢ <br />a0 <br />CO <br />V <br />w <br />zl¢ <br />00§ <br />j ^ ' <br />u/ <br />O <br />� <br />16 <br />0 <br />U <br />O <br />> <br />N <br />G O <br />O <br />O <br />m <br />O <br />Nt <br />T <br />� :d T► <br />T <br />N <br />T <br />� � <br />M <br />N M c� <br />z <br />z <br />E 10 a <br />co <br />`o <br />E <br />U o <br />JOB <br />NO: 21-4270 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />