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c <br />d <br />TYP @ 2 STORY <br />J <br />S6 <br />VERIFY METER LOCATION <br />WITH BUILDER . -- <br />r �RI€Y-LBGAT•4QN <br />I I I' - — ELECTRICAL PANEL — — <br />7 <br />o <br />J= ' : I: 12 STORY <br />'- CC (2) #5 REBAR <br />VERTICALS w/ In <br />S3 II <br />6- " FILLED CELL <br />I 95.88' 95.72' <br />96.17, <br />JII3 <br />IILII <br />" <br />II3 <br />IIZ 3 <br />LL=�6J <br />10'-6" <br />4'-11 L <br />■;III I +CJ <br />CIJ <br />----- L4'-0" <br />oN <br />ZITCHLESYLAND I SLOPE <br />I CHASELOW WALLSI <br />' TO I <br />I I <br />■ ; ( ISLAND I <br />EDGE OF SLAB 2" <br />■ : I BEYOND WALL <br />r-- <br />( 1 3-1/2" MIN 3000 PSI CONC. I I I I <br />SLAB FOR HERNANDO I <br />3 5 84 <br />I COUNTY ONLY I <br />SL PE� <br />I 3-1/2" MIN 2500 PSI CONC I <br />I <br />i0 <br />in <br />1/8' 1'-0" <br />I SLAB OVER 6 MIL I 2 STORY <br />PROVIDE 1 Y" VISQUEEN VAPOR I -� BUILDER TO PROVIDE <br />I <br />L_ <br />RECESS FOR BARRIER _ APPLIANCE PROTECTION CC (2) #5 REBAR — <br />I SGD. REFER TO I `� WHEN REQUIRED PER FBC S3 VERTICALS w/ in I <br />r <br />— — <br />MASON'S SLOPE 1 FILLED CELL — <br />■• I FOR WIDTH CJ II -- — — — — — ---- <br />. <br />`y <br />N <br />iv <br />o <br />■ <br />I <br />T <br />Cl) <br />TYP @ 2 J <br />STORY S6 <br />I I I PROVI DE Yz" x 9 %i' <br />; I RECESS FOR FRT. DOOR <br />95.84 <br />SLOPES <br />2'-6" x 2'-6" x <br />W/ (3) #5'S E.W. <br />■ ; 96 1 T TOP OF CONC./ PAVER TO BE 4" <br />4 <br />9 <br />1 T-1 a' BELOW FIN. FLR. <br />L <br />M <br />I I ■ <br />; :::::: : :.:::: : <br />�� <br />— — <br />2'-6" x Z-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />STUB UP TO V-9.1 0:.' 13'-7" ■ <br />■ I I ILOOR <br />I PLUMBING LINE <br />FOR FI ; <br />TO SECOND I <br />I <br />N <br />GG FLOOR ; <br />b� S3 -�= ; e 1 I <br />I <br />o <br />N <br />4 <br />N <br />CJ _ i� J �� CJ <br />; - ; t r <br />JI <br />19'-0" ' - -' 5'-4is"L JI } INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />''� ABOVE SLAB TYP LL PLACES <br />�• <br />—'��'//! I I I SHOWN OOK DFGADOWELS5" <br />co <br />1`0 <br />EMBED W/ 25" EXT, ABOVE SLAB I <br />"GRADE 40 STEEL" <br />iv <br />T <br />■ : ' �' HVAC CHASE I �96.17 I <br />BASED ON I L <br />J <br />-- <br />LOCATION 5'-4" . _ 16'-3" <br />S6 <br />Ma ^spa <br />cv GG <br />TYP @ 2 STORY <br />60 <br />v <br />C PAI <br />------ --- --- — —--------� <br />■................�..... �. �.•..�. �....�....� �.. �.......... ....1.....:•.. .■ <br />11 <br />H,B.+ <br />r <br />d TYP @ 2 J <br />3'-0" STORY S6 <br />-4" <br />64" 1 Z-2k 1 2'-1 <br />FOUNDATION PLAN - ELEV-Al. <br />SCALE: %4'=1'-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 />VWVF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />W <br />W <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•5, <br />v ♦ ♦ ♦ r �n i ra � <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 />co <br />N <br />O t a <br />rc <br />L <br />N fD Pto C-4 <br />C= <br />'n W <br />a x <br />d <br />� c <br />is <br />io y u tj .v <br />ar r`7 <br />N <br />G <br />[1 � <br />4 <br />CM <br />0 <br />N <br />L ( 1� V , <br />ti OD <br />No E78, i0 <br />� <br />. '. TATE OF <br />P •' 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 of the drawing pages bearing <br />Engineefs signature and seal. <br />W <br />F- o E $ <br />g N8 <br />u a d°'�" <br />C 9k LL <br />p <br />(ii Np IN Q LL <br />a <br />4 <br />�0.[ <br />L9 JU_LL <br />S <br />Z_ t m <br />.13 <br />ii LpN� m W <br />J f3 <br />W J k <br />`n°2M°' z <br />w <br />N M Z � � <br />�n <br />Vim V ❑❑❑ <br />s' W <br />Z N <br />z <br />z <br />p <br />- N <br />UI <br />�4-J_ <br />N (� u r 'g <br />U Q F <br />•O <br />— g <br />Lu <br />Vl <br />c <br />$ <br />* <br />_ <br />� <br />QCMO <br />e <br />r <br />UL <br />3� n <br />a <br />E <br />W6 <br />w� <br />na <br />C1 <br />E� <br />§0 <br />6) <br />� 0 <br />& Z <br />zo <br />�,� <br />°' <br /><=wZ <br />� y <br />� � <br />cn ° <br />Mc <br />< <br />ao <br />�` <br />�g <br />o� <br />z <br />a)�o <br />� J} <br />8 > <br />¢� <br />'L <br />ra <br />�z <br />O <br />m <br />y� <br />M <br />`V <br />ZI4 <br />O <br />U Z <br />O124 <br />6 i� <br />LO ^ <br />L <br />rn <br />.�. <br />� <br />� <br />CM <br />Cr <br />O <br />L0 <br />T <br />U) <br />N <br />N <br />_ <br />ce) <br />LO <br />Q <br />r <br />' M t <br />o <br />Z <br />z <br />C <br />E N y <br />E 4i <br />c <br />0 <br />a <br />U _j Q p <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />