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�o <br />m <br />u7 <br />L0 <br />0 <br />N <br />0 <br />Q <br />M <br />L0 <br />0 <br />I <br />O] <br />L0 <br />Cr <br />ED <br />, <br />J <br />C) <br />LO <br />L0 <br />cr <br />V) <br />0 <br />a <br />0 <br />v <br />a <br />H <br />N <br />s <br />0 <br />O <br />C <br />i <br />N <br />a. <br />U <br />V_ <br />I <br />Y <br />0 <br />O <br />O <br />J <br />t <br />N <br />O <br />0 <br />a <br />n. <br />N <br />M <br />a <br />m <br />v <br />N <br />c <br />C. <br />4'-8" L. 3-10" 1, 3'-10" 6 3'-4" <br />VERIFY METER <br />LOCATION WITH <br />BUILDER �- H.B. <br />AC PAD <br />(i — — — — — — -+ — — •— -^ — — — — 1Tt7- <br />; <br />{ L51W <br />3-1/2�, MIN 2500 PSI CONC <br />\ ( i q <br />lj " <br />SLAB OVER 6 MIL VISQUEEN <br />I <br />\�\ I <br />VAPOR BARRIER ; ■ <br />(3000 PSI CONC. SLAB FOR <br />HERNANDO COUNTY ONLY) 0-0" <br />13'-54" --CJ i CJ <br />CJ CJ- <br />N <br />o0 <br />1 <br />::::: <br />00 <br />EO <br />■ <br />Cl) <br />0'-0 <br />F, <br />. . . . . . . . . . . . . . . •. . •. . . •. •. . <br />CJ : CJ <br />•— •— ••— •— •— •— 7T . ■ ■ <br />i I f I <br />00 <br />TCJ <br />I <br />T <br />I' <br />S3 <br />S3 (2) #5 REBAR <br />�� <br />I I <br />i i �l I: I VERTICALS w/ in <br />118 <br />11 j <br />I . FILLED CELL <br />23'-11" 2'-10" 4 14, M <br />1 { <br />2'-6" <br />I I <br />1 {r I. <br />LD <br />0 <br />o <br />T <br />E"' <br />I G bN <br />S3 _ _-_ SINK _1 DISP _ _ - <br />2'-6"x2'-6"x1'-O" CJ I D. W I F- � III j iv <br />W/3-#5 E.W. KITCHEN ISLAND I �� II �� I <br />J� II III II IC ASETO <br />■' . L ........... LOW W ILLS <br />��L_ JL JJ 1 ISLAND <br />ii{I K <br />j jL S3 <br />7 GI' l j ---- - J <br />` (r------�i <br />i l : t I I EDGE OF SLAB 2" I S3 <br />WALL <br />- - <br />BEYOND <br />I <br />CJ L_ — — — — — -�—CJ�------------- CJ— <br />�FS I—E a —CJ cn <br />N <br />4'-0" <br />I S3 <br />i t f I I•• I <br />t(3P l lPTD <br />. v) O. <br />5' 4" 3'-8" 7' 8" <br />11 <br />L—--JL--i SLOPE <br />4'-10" (:. & -3 1 /2" —� I <br />1 1 37'-52" <br />21'-24" <br />32-843" <br />4,48„ <br />!2 <br />I 5�3 1/2", <br />�' I <br />0° <br />- <br />I L <br />PROVIDE 1 %" RECESS I <br />FOR SGD. REFER TO <br />I MASON'S SLOPE FOR "ram <br />I HVAC CHASE 1 � \ 2 #5 REBAR <br />BASED ON ` \ - VERTICALS w/ in <br />\ \ I \ <br />S3 <br />LOCATION /�W•H• FILLED CELL <br />+/ \ <br />WIDTH in <br />I <br />TYP <br />(--- <br />I -I-CJ <br />I AHU I. —--------I---------I <br />v <br />■ I INDICATES FILLED CELL w/ 3000 <br />CJ CJ <br />REQUIRED <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />I 1 - 0" '- " 3'-8" 2'-4" 6'-0" 4'-6" 2'-6" <br />o <br />9 <br />N <br />PER FIELD <br />CONDITIONS <br />ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />i. TOP OF CONC./ PAVER TO BE 4" <br />BELOW FIN. FLR. .3 1/2" I <br />v <br />Er) <br />I DOWELS 5" EMBED W/ 25" EXT. <br />"GRADE <br />SLOPE <br />`n PROVIDE Y2" x 9 Y2' `r (2) #5'S <br />17 <br />ABOVE SLAB 40 STEEL" <br />RECESS FOR FRT. DOOR <br />........................ <br />............... — <br />I <br />H.B4- A L <br />S3 S3 <br />TYP <br />7-18., 5' 28,. 6' 0„ 2' 9" 5' 2" 5'_1 64" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />FOUNDATION PLAN MONO — ELEV—B1 <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 />W <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />"�- <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />° <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 />V4 <br />C-- 4 <br />qq <br />Ei-- <br />11J <br />- <br />U �" <br />M <br />cc <br />C f0 <br />cc <br />y: Ti = cc <br />3-CU <br />W - r�. � c <br />c <br />D -¢ <br />.'- W 0) <br />�cr•- T <br />a <br />Cc ,E <br />m � <br />a <br />o. <br />r� <br />.'• -� •.� <br />C j <br />_ <br />0- <br />4r <br />qpA•� <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />71h Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />H <br />W <br />4 <br />E <br />o 8 <br />O N o <br />N <br />00 <br />LO N 00 <br />H <br />= <br />VJ � <br />N <br />Q <br />In <br />N <br />�im� W <br />C J 61- W <br />-ico LL U- 0.. <br />Z <br />L 5 p Z <br />_ <br />Y <br />8 �NO <br />r <br />W <br />%. <br />��pj°' m w <br />J <br />N Cl) Z <br />Z <br />U <br />W <br />as <br />V M 0 <br />z N <br />0 0 <br />Z mID <br />z o <br />J <br />Q. <br />C, <br />N <br />f7 <br />z <br />C <br />W <br />�N <br />V 0 <br />fB <br />w <br />° <br />V <br />0 <br />L, g <br />N <br />A <br />�Nco <br />W <br />J <br />r _ E <br />I <br />L <br />' + <br />¢ 0 <br />o <br />� <br />w <br />M <br />M <br />w¢ <br />o <br />z <br />U- <br />d E <br />O <br />E <br />o� <br />�� <br />ao <br />z® <br />❑a <br />Uco <br /><o <br />w0 <br />E <br />E � <br />0 <br />&< <br />a <br />Wz <br />¢❑ <br />ww <br />yam-. L <br />(6 <br />C <br />�Z <br />m0 <br />O <br />oLL <br />z <br />- <br />N J <br />�a <br />¢, <br />aW <br />gZ <br />3 <br />oa <br />go <br />d <br />LL <br />OF <br />W <br />¢o <br />F_ <br />aw <br />r� <br />CO <br />a�" <br />0 3 <br />°O <br />2 <br />L / <br />LO <br />N <br />/�\ <br />cc <br />C9 <br />j r <br />N <br />Y <br />0 Y <br />f <br />M <br />W <br />coLO <br />/� <br />¢I <br />0 <br />N <br />N <br />O <br />r <br />-0 <br />T_ <br />r <br />< <br />Cfl <br />T' <br />E <br />Z <br />o <br />Z <br />Z <br />E M <br />Li <br />a <br />U <br />Q p <br />JOB <br />NO: <br />22-06475 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />