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H.B.t <br />48'-0" <br />J <br />TYP @ 2 STOR S6 <br />i+� <br />C PAD C PAD <br />.............. •.... <br />! • -. <br />� <br />• <br />■ • <br />• <br />■.. <br />• <br />■ <br />i <br />\ \ <br />�fi\ HVAC CHASE <br />I <br />I <br />I <br />( <br />I <br />0'-0" I <br />BASED ON <br />�?� <br />I <br />I <br />J TYP @ 2 <br />d <br />LOCATION <br />I <br />S6 STORY <br />o <br />S3 <br />I <br />I <br />S3 <br />W/ (3) #5's E.W. <br />I <br />I `° <br />I <br />`' <br />,- <br />■ • \ ` \ \ <br />I <br />\ _\ <br />I I <br />( <br />co <br />2'-6" x 2'-6" x V-0" <br />s.'-°D <br />GG I <br />( <br />T <br />I .. i <br />W/ (3) #5's E.W. <br />- <br />zo <br />- <br />- - - <br />N <br />N <br />;n <br />20' 44 <br />-72' <br />I T-72 I I <br />14'-4a" <br />4'-8" n <br />O <br />N <br />TYP @ 2 STORY <br />OF <br />I <br />I <br />INDICATES FILLED CELL w/ 3000 PSI <br />— <br />IL <br />■ <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />— — <br />7- J <br />: ■ <br />TOP OF CONC./ PAVER TO BE 4' <br />TYP @ ALL PLACES SHOWN <br />L <br />HOOKED FTG, DOWELS 5" EMBED <br />\ <br />I� <br />BELOW FIN. FLR. <br />I <br />S3 - <br />00 <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />' I <br />00 <br />KITCHEN r <br />\ \ <br />�. <br />_ <br />SLO <br />4" I <br />9 <br />1 n 1"LO <br />PROVIDE /2 x 9 /2 <br />STEEL 1 g'-54° <br />I <br />ISLAND LOW <br />T-04" <br />15'-6 " <br />RECESS FOR FRT. DOOR <br />' <br />5'-4" <br />■: I <br />WALLS <br />\\ <br />o <br />STEPS AS <br />_ _ <br />.> :. <br />------- - <br />............... I.. ■ ■ ■ <br />'- <br />ch <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />I � <br />■: PROVIDE 1 Y2" RECESS <br />-J�— <br />z <br />I <br />`r' <br />-_- ----- <br />��T <br />f I `9 <br />�+ <br />■ • FOR SGD. REFER TO <br />1IIr- 7r �II <br />D.W. <br />CHASE TO <br />\�W H // <br />I <br />_ _ <br />I MASON'S SLOPE FOR <br />IN��� JJI <br />III <br />I ISLAND <br />I <br />- <br />I <br />o <br />WIDTH <br />- <br />J <br />2NDSTUB FLOOR S3 (2) #5 REBAR <br />VERTICALS in <br />LL <br />SINK /DIP <br />I -4 <br />I 13'-11" <br />2'-6" 3'-O4" <br />4'-84' 2'-42� <br />2'-6" M24 <br />w/ <br />FOR A/C <br />o <br />N <br />G <br />FILLED CELL <br />I3-1/2" MIN 3000 PSI CONC. SLAB F <br />R <br />11 — <br />� <br />� <br />M HERNANDO COUNTY ONLY <br />W� <br />I 1/:1=0" <br />S3 3-1/2" MIN 2500 PSI CONC SLAB OVER <br />6 MIL VISQUEEN VAPOR BARRIER <br />I <br />2' 6" x 2'-6" x 1'-0" <br />L_ SLOPE <br />( <br />W/ (3) #5's E.W.—s <br />O <br />20 -44 <br />R_AN_G_E <br />6 -14 <br />4'-0" <br />126-6" L tl <br />I <br />21'-6" <br />.......... 16-7.............. <br />..... <br />o <br />- <br />I <br />- - - <br />°° <br />T-211 N <br />- <br />CJ <br />( -3 1 /2" & ~CO <br />CJ <br />" <br />I <br />I <br />I <br />I <br />N <br />SLOPE <br />:: <br />I <br />I <br />TYP @ 2 STORY <br />. • • • • • ' ' ' ' ' <br />_ <br />I <br />( PLUMBING <br />U.N.O. (SEE JJ/S3 <br />FOR STEM OPT.) <br />o <br />tIs STACKPLUMBING :. <br />I <br />I � <br />STACK10 <br />I <br />Z <br />CC W/O <br />S3 <br />S3 <br /><V <br />2'_52' <br />( S3 UPLIFT <br />■:ram <br />'I piv(2) <br />01-01, <br />I <br />I <br />I <br />#5 REBAR <br />VERTICALS w/ in I <br />t_ J 00 <br />I <br />I <br />I <br />I <br />FILLED CELL <br />• • ,ry1W <br />M� <br />I <br />�. <br />VERIF <br />LOCATION <br />I <br />W <br />--- - — — <br />---- <br />— <br />— <br />— <br />-- <br />rpV�LLnrA1G <br />MIoO <br />TYP @ 2 STORYJ VERIFY METER <br />(SEE JJ/S6 FOR S6 LOCATION WITH <br />STEM OPT.) BUILDER <br />-10" 3-1 8" Z-8" T-4" 6-0" <br />+H.B. <br />C <br />FOUNDATION PLAN - ELEV-B1 <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 />Ir <br />" w z <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FIND. 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 />MAY 17 W3 <br />VR/\ <br />Virtual Review Assist, Inc. <br />Plans Review completed and approYd <br />to campliance with the 2020 FBC 7th <br />by Debra Anne Klahr PX2300 <br />m <br />C1.4 <br />=) <br />O <br />CV <br />co <br />o_ <br />co <br />0 <br />'�';,a2S33S,?rSEigS <br />,� �` -• <br />.. �; Res <br />, � <br />t , <br />1'.' I � �3� Pam' •„ yj <br />. 0'�'• <br />ra+' <br />V4 <br />i,1l, <br />�\!"' <br />C�) <br />j <br />750, <br />No <br />?e\ <br />'s \ <br />r,1.: <br />Jof��rpYFS�S3ig3t,4.1'�. <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />to <br />W <br />ao <br />v E S N <br />N <br />N(pp <br />C pp� <br />CV O C� <br />L- �W *k L� <br />, <br />C- w <br />a aw <br />Q <br />ai v Lu <br />C J 0_ Y <br />J LL LL 555 to Z <br />Z <br />1 <br />03 <br />_-g 0 0 <br />itwtL <br />L (6 V <br />0 :e M 0 <br />03 <br />W <br />W <br />0 :>1 z <br />rn� <br />Z LL <br />0 of 0 w <br />N Cl)Z U rV F=— <br />Z <br />V ❑❑❑ <br />W <br />Z N (7 <br />O � <br />z <br />� o <br />Q <br />J <br />a <br />N <br />� <br />z a <br />(U <br />0 s <br />(10 <br />w <br />° <br />U <br />0 <br />N <br />W <br />N <br />d <br />v <br />w m <br />J E <br />C) 8 w <br />Q <br />m <br />�� <br />o <br />o <br />w <br />C"1 <br />M <br />Q <br />OTS <br />zZ <br />4 <br />LJL <br />CrT E <br />Q o <br />E U <br />zo <br />o <br />oLL <br />E <br />>N <br />Z< o <br />z"e <br />oa <br />F (O <br />o E <br />�0 <br />o¢ <br />�o <br />oz <br />0< <br />a� <br />Qo <br />co <br />0 <br />Z. <br />� <br />O U <br />m2 <br />r 0 <br />J <br />s <br />�z <br />� <br />F <br />go <br />W <br />cn <br />y <br />m <br />ija <br /><� <br />a <br />r— <br />M <br />w F <br />a 0 <br />-- <br />0IQ <br />03 <br />N O <br />= <br />>('0 <br />J <br />Li 1 <br />'^ <br />Y! <br />°) rn <br />i1 <br />cc <br />U <br />^Q <br />1..1� <br />t•--cr <br />r <br />o <br />d. <br />O <br />,-- <br />U) 0 <br />a <br />CV <br />LO <br />r <br />Q <br />+ <br />0 <br />U) <br />cn M <br />O <br />o <br />CD <br />00 <br />LL <br />N <br />0') <br />LO <br />00_ <br />coQ <br />M M <br />�— <br />a; <br />E <br />C: T <br />coZ <br />Z <br />E O <br />cc <br />r- <br />f° <br />FLU <br />E 0 <br />J <br />-0 m <br />Q 0 <br />C <br />a�i <br />J <br />JOB <br />NO : <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />