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__ __ .m wwu .•,..w�n,}®Inn w}w•q!'I•• an 1 I,}1' A 'n II � <br />19IF#"v <br />C <br />it <br />d <br />Q I)�' <br />H.B+ <br />-4" <br />." <br />". .- -. <br />} j <br />3-1/2" MIN 2500 PSI CONC I : <br />n <br />I I I <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />: ■ <br />(3000 PSI CONC. SLAB FOR O,-O„ I <br />HERNANDO COUNTY ONLY) <br />\ 1 <br />I <br />` I� <br />\ \` 13'-5" CJ 7--2" CJ i I M CJ <br />I <br />CJ CJ00 <br />ao <br />\ 1 <br />T <br />ra <br />\ \\ i 11 iD <br />I <br />I : ■ <br />................. <br />Mill 0 <br />, <br />zo <br />. <br />A <br />TCj CJ <br />I <br />I I } I• <br />) 1 K (2) #5 REBAR <br />;0CJ <br />S3 VERTICALS w/ in <br />FILLED CELL <br />23'-11" 2'-10" 41_143" 20 <br />_ <br />2--6" <br />I I <br />i i I• I <br />O I I <br />o <br />-1 <br />S3 _ _ _ _ SINK w/ QII$P <br />S3 W/ 345 E.W. CJ N <br />I D.W <br />i 1 . I I <br />KITCHEN ISLAND I o o <br />LOW WALLS I I I I CHASE TO <br />■ oo <br />............. ' • I �---� (ISLAND <br />l I <br />1 �1 : l l i I•' J <br />i I S3 <br />--__,; <br />.I........... �- — — — I r---_----_-- <br />—I— - - - -�— _----_-fit '- <br />L- <br />"t t EDGE OF SLAB 2" I <br />BEYOND WALL <br />1 ,t•t - - - - o - - <br />o� <br />9 <br />EO <br />o <br />So <br />I CJ I — — — — — —� — CJ CJ T- <br />; ' CJ <br />I <br />cv <br />in <br />4'-0' <br />G <br />S3 <br />I <br />I • : <br />5'-4" 3,-8r• 7 _g <br />OPT. D <br />4 -.. I :: -3 1 /2" SLR I <br />I 137'-q" I <br />fs <br />121--2a' <br />32'-84" <br />" <br />4 -88 I <br />-31 /2" <br />(2) #5 REBAR <br />_ < <.`. — J .. VERTICALS w/ in I <br />` <br />I <br />o <br />to <br />I L <br />I <br />I PROVIDE 1 Y2" RECESS "° <br />I HVAC CHASE I • • • • • I <br />�.\ FILLED CELL I <br />BASED ON ` <br />LOCATION \ ` I W.H. <br />S3 <br />` <br />I FOR SGD. REFER TO in <br />I; <br />TYP <br />MASON'S SLOPE FOR WIDTH -� '- <br />I CJ <br />I I AHU----------+—-------J <br />— — 4 — — — <br />; I INDICATES FILLED CELL w/ 3000 <br />— _ — . . .w. <br />CJ C <br />CV <br />STEPS AS <br />REQUIRED <br />0'-0" PSI CONC. GROUT FROM FT. TO <br />( I BEAM W/ (1) #5 REBAR VERT <br />I I c 2'-0" 4'-0" 2--0" 6'-0" 4'-6" 2'-6" <br />;_ <br />PER FIELD <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />F, TOP OF CONC./ PAVER TO BE 4• 3 1 /2" SLOPE <br />BELOW FIN. FLR. I <br />"' <br />: DOWELS 5'- EMBED W/ 25" EXT. <br />co PROVIDE Y2' x 9" N <br />(2) #5'S <br />to <br />L — — — — — — ABOVE SLAB GRADE 40 STEEL <br />— — — — — — — — <br />--- — — — — — F--- RECESS FOR FRT. DOOR <br />.■ <br />■. . . . . . . . . . . . . . . . . . . <br />....... <br />»■. ■ - <br />FOUNDATION PLAN MONO — ELEV—B1 <br />SCALE: .._,..o. <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 g <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 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" = V-0" <br />0 <br />N <br />N <br />0 <br />`oetttttctfar�l� <br />% <br />P <br />•LEVvkgtj <br />aPn,�• -50 <br />•4 �7 r <br />a <br />�,. <br />13E j <br />S' : ;r j <br />T '� a y <br />r•.r r:Yt.L 0 <br />'� � : r <br />� •��ta�a»ram <br />To the best of the Engineers 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 />Engineers signature and seal. <br />00 <br />E r` <br />N8 N� <br />.N.. 0 NNN� <br />JLud <br />M �$v LLa'Y <br />Q <br />JLLLL aL <br />_ o <br />Z �� <br />ledd 9't woO J <br />W6gpj0' <br />QQa <br />Z a <br />M Z r D O <br />ILW <br />N <br />OU vJN <br />Z <br />01 1 <br />Ui M .A <br />z N `- <br />z � <br />J <br />a <br />E3 <br />z <br />to 8 <br />o <br />C1 <br />jC� <br />Tt• <br />•I-+ <br />� a <br />U g <br />0 w s <br />Cn <br />�N =Cn <br />U d <br />I_ E <br />'® w W <br />7W 8 <br />I <br />_ <br />a <br />S� <br />�w <br />a <br />M <br />z <br />o <br />z <br />6 <br />LL- <br />E <br />O <br />� <br />Q <br />o <br />E: U <br />H <br />W° <br />Ro <br />Do. <br />0°U <br />z <br />Nof <br />� <br />a�� <br />o <br />ao <br />0 <br />a <br />az <br />rcw <br />,4% r✓ <br />� <br />CIOC <br />C <br />o <br />Zz <br />oUyU <br />h <br />m O <br />Oz <br />z <br />0 <br />Q <br />zZ <br />N C <br />o� <br />az <br />W <br />T 555 <br />U � <br />�o <br />W <br />�k <br />O <br />hz <br />z <br />� <br />r° <br />Mill <br />n O <br />w <br />z� <br />0 3 <br />0� <br />J <br />O <br />CO <br />CD <br />2 <br />L � <br />i v <br />N <br />> <br />O <br />V 0 <br />co <br />C m <br />L� <br />1 <br />C <br />O <br />0) <br />= N <br />L.n <br />T <br />_ <br />N <br />•— <br />hi <br />0) <br />C0 N <br />z <br />E <br />M <br />N '� <br />E O42) <br />a <br />c00 ¢ o <br />JOB <br />NO: 21-4272 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />