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(3) #5'S E.W. 17'-5Z" <br />36'-6$" I <br />I <br />TYP @ 1 <br />:: <br />::. ..... <br />STORY U.N.O. <br />■; _ _ 0'" -0 <br />l <br />^T� <br />A <br />—G J..:.'.'.'.'.'.'.'.' <br />r <br />50 <br />10 <br />...::::::::::::::::: ::::::.... <br />:::::::::::::::.....:::: <br />I <br />S3 I <br />: ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />TOP OF CONC.IPAVER TO BE4" <br />3'-8" 4'-4" <br />I <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR, <br />'— — — <br />T 15" 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />s 4'-8" <br />PROVIDE %2' x 9 %2' <br />2-6 x2-6'x1'-o" <br />�' <br />L N <br />1/2" <br />I <br />MIL VAPOR BARRIER <br />I <br />I <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. I <br />3 <br />1/2" SLOPE, <br />S3 <br />c;l <br />CD <br />— — I— — _ — — — <br />— —' — <br />in <br />- <br />o <br />CJ I III III <br />D.W. III I, <br />N <br />i �� <br />■ <br />t_-- <br />STEPS AS <br />I liI III <br />■ ' I N I rr ��I <br />j <br />,W.H.� <br />_ �� <br />K <br />CC <br />CC <br />S3 <br />REQUIRED <br />I PROVIDE 1 %2' RECESS I III III <br />II L JIIIo <br />f„ <br />PER FIELD <br />FOR SGD. REFER TO — <br />II u 3 <br />MASON'S SLOPE FOR I IY I' <br />I <br />�„ <br />T-42 <br />7'-12 <br />x w <br />M <br />CONDITIONS <br />I II III : • <br />WIDTH <br />io 9) <br />LO <br />4'-0" <br />25'-6" 11 LL =_ <br />20'-6' <br />N <br />I I I <br />1 <br />EDGE OF SLAB 2" <br />I <br />(2) #5 <br />VERTICAL <br />x R <br />N <br />f', <br />BEYOND WALL <br />BARS <br />KITCHEN ISLAND <br />LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE I J I <br />■ <br />II SLANDCHASETO , <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC <br />I <br />INDICATES FILLED CELL 3000 PSI <br />9 <br />w/ <br />I fi CJ <br />fi-CJ I <br />,°c <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />:: II <br />ao <br />S3 <br />VV/ (1) #5 REBAR VERT ABOVE SLAB <br />0� <br />TYP @ ALL PLACES SHOWN <br />( <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />( HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT, ABOVE SLAB "GRADE 40 <br />' ' ' ' ' ' ' —1 V — t <br />._._�.__�_��. <br />-3 1/2" <br />SLOPE' <br />I I <br />F —a <br />STEEL" <br />I �P V I OPT. D <br />I: <br />I I I I <br />i:' <br />I <br />-- -J <br />(2) #5 <br />21' Of ," <br />4' 6i6' <br />I <br />[VERTICAL <br />BARS <br />C, <br />2'-6" x 2'-6" x 1'-0" <br />10 <br />I <br />VERIFY LOCATION W/ (3) #5'S E.W. <br />ELECTRICAL PANEL <br />L----`-----�— <br />--------J --- <br />--I_ —_-- J <br />■ ■ . •N ■ . <br />■ ■ <br />■ <br />■ <br />3' <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />moffm= <br />VERIFY METER LOCATION <br />WITH BUILDER <br />I� <br />FOUNDATION PLAN MONO - ELEV-Bl_ <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 />z <br />V :El w <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />• <br />;; <br />; .' <br />;• <br />#5 X 25" X 25" CORNER <br />• <br />;��' ' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U. N. 0. <br />• <br />; •' <br />—Alternate: <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 />O ti O <br />c_ C3 X <br />N tL1 LL (Z <br />-0 CO , <br />r- C` 1 -C <br />tz <br />C-C- <br />_E ' <br />Q" O L <br />(.Q <br />i (L) <br />a .Q? (D <br />3 > - <br />O <br />o LU <br />GV <br />N <br />O <br />N <br />M <br />N <br />CV <br />O <br />r <br />s1 <br />l <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 />W n <br />00 <br />o E 0 <br />AAft o c� N <br />a '* <br />O J <br />O N <br />j• N m <br />O 00 <br />N in��y�'owa <br />� y In <br />J w w a � <br />Z <br />rn <br />Z fu a. 3: I-- <br />_O <br />o w <br />fi N N CO L J <br />W �QjO7 d¢a <br />oZ co LL z J a <br />N Cq � rn 0 <br />U� ai <br />Z OU <br />❑ ❑ ❑ <br />N th <br />O O <br />O <br />z � N <br />Q <br />J — <br />u, <br />U <br />M <br />V) a <br />c <br />W Ut <br />0 <br />LL <br />4-1 VJ <br />W � <br />� <br />U <br />O w o <br />t!1 � <br />W N <br />— J Ep <br />LU <br />j <br />VIA•. <br />C-) o <br />c a <br />Q 0 <br />• <br />®0 <br />(:D <br />w <br />M <br />co <br />¢ <br />00 <br />Z <br />Q <br />_ <br />CO- E <br />E 0 <br />w� <br />Z� <br />z® <br />Ico <br />— <br />OG <br />z <br />U <br />2¢ <br />wo <br />�O <br />t <br />0¢ <br />wz <br />CV <br />o <br />2Z <br />L <br />m <br />C <br />¢o <br />z2ZZ <br />pY <br />m0 <br />Z, <br />aw <br />z <br />Q <br />Z�<0 <br />Row <br />" <br />ap <br />ow <br />�r <br />r3 <br />O <br />Jw <br />=9F <br />wO <br />O <br />Vv <br />u¢F <br />0< <br />z <br />a z <br />03 <br />.o <br />G O <br />= <br />> d' <br />LID <br />LI / <br />� m <br />cc <br />�\ <br />C7 <br />co Cr) <br />O <br />O <br />Cr <br />O <br />T <br />� /^, U <br />U / <br />M <br />m <br />al <br />4-0 <br />O <br />N <br />N <br />O <br />U-) <br />M <br />LO <br />< <br />T <br />N <br />T <br />E <br />O <br />Z <br />E O <br />a <br />U Q p <br />JOB <br />NO: 22-02394 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />