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i.- L4 - A =_-k1LkLjIuLJA­1 lfluL,11 �.Ai­bLildi Amk"IAli _i I 16L I __ . . I. —I. I ' - I 1' 4 '_ ­ ij- - <br />171 <br />C14 <br />L0 <br />0 <br />-0 <br />CID <br />C) <br />CD <br />C) <br />r') <br />�2 <br />1 <br />L0 <br />�2 <br />C14 <br />C14 <br />C14 <br />CU <br />V) <br />0 <br />-m <br />-0 <br />CD <br />r- <br />_L <br />C) <br />�2 <br />1 <br />LO <br />�2 <br />1 <br />tn <br />C14 <br />�2 <br />�S <br />Cn <br />C14 <br />E <br />C" <br />cu <br />E <br />a <br />.2 <br />LZ <br />C'4 <br />I=> <br />04 <br />C'4 <br />C*4 <br />CD <br />C-4 <br />04 <br />r_j <br />W <br />0_1 <br />V) <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.f. 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 I <br />FILLED CELL LEGEND <br />N CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 <br />UPPER 1/3 OF SLAB SLAB THICKNESS <br />OR FIBERMESH REINF. WHERE SHOWN ON <br />SEE PLAN. FOUNDATION PLAN <br />% <br />LU <br />v LU <br />A <br />Cn CL <br />77 <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/2*=1lm0" <br />#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />2, <br />#5 X 25" X 25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1 1/2"=1'-0" <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />�6 6x6 VV1.. xW1.4 <br />6 <br />W.W.F. <br />% <br />4. <br />4 4, <br />C? <br />4 <br />A <br />(4) #5 <br />REBARS <br />CONT. 4" 2'-0" 4" <br />CMU BEARING WALL FOOTINGri <br />SCALE: 3/4"=l'-O" k <br />5x5x3/8" A36 STEEL <br />BA <br />9 <br />'0 <br />kll� <br />I I I <br />11 5" 4 <br />SECTION A -A <br />IIIIIIIIIIIIII0.1 <br />2" 0 SCH40 STEEL PIPE <br />w/ GALV. G120 FILLED <br />w/CONCRETE <br />(4) 1/2"x3 3/4" WEDGE <br />ANCHOR BOLTS w/ <br />MIN./MAX. 3" <br />EMBEDMENT <br />\—CONCRETE <br />SLAB PER PLAN <br />rFM2�4 BOLLARD DETAIL <br />��j SCALE: 3W = V-0" <br />SYMMETRICAL <br />18' <br />VERIFY T#x T-0' x 1 1-0' <br />':PJAD LOCATION OF A/C w/ (4) #5 E.W. - <br />PAD <br />-HOSE <br />BIB -2'-O'x 2'-O"x 1'# <br />wl (3) #5 E.W. <br />CONDENSATE I d <br />LINE -4" ELEV. FIN. <br />CONC. SLAB <br />L2'-8" 3'_1011 31-1011 1 6'-8 <br />18'-4" <br />VERIFY <br />VERIFY <br />LOCATION OF A/C <br />I <br />P <br />LOCATION OF A/C <br />I <br />PAD <br />LAC <br />PAD (2) #5's <br />3'-O"x 3'-O"x 1' <br />11111;4 <br />w/ (4) #5 E.W. <br />2'-0* x 2-0" x VV <br />2'-O'x 2'-O"x V-0" <br />ASS!, <br />P" <br />- <br />- - - - - - <br />W/ (3) #5 E.W. <br />RnswoO <br />w/ (3) #5 E.W. <br />i 3WN 1 <br />W <br />10 CONDENSATE 7�m <br />F CONDENSATE <br />OL 4" ELEV. FIN. LINE <br />LINE OL 4" ELEV. FIN. <br />WA& ; <br />CONC. SLAB <br />uj <br />CONC. SLAB <br />C> <br />1. 0.1 W <br />co <br />6'-8" T-10" Z-13", <br />.2'-8" 3'- 10" P-Ro' <br />m V/ I I HI P/P 0 0 0 0 F/F L_ __j <br />0 <br />r <br />PR( �LIDE 1 V' RECESS FOR PF OVIDE 1 Y2" RECESS FOR PROVIDE 1,,2-IECESS FOR <br />2- <br />_G_ <br />SLII ING G1 ASS DOOR. REFE I TO F -81 DIffnU%nG7. RM R TT_ SUENG LkSS DOOR. REFER TO 9 <br />IF I I F 'OPE FOR WIDTH <br />MAJON'S S ' OPE FOR WIDTH M� SON'S SCOPE FOR WIDT1 I I MAS ON'S 51, <br />I <br />00 00 _j <br />to PROVIDE LINE FOR ID . Dr%vinci mr r 0 PROVIDE LINE FOR <br />INDICATES FILLED CELL W= I L( ICE MAKER ICE MAKER I F ICE MAKER <br />PSI CONC. GROUT FROM FTR. r7 11 m�_ <br />TO BEAM W/ 1#5 REBAR VERT. <br />ABOVE SLAB. TYPICAL @ ALL <br />3V MIN. 3000 PSI CONC. SLAB FOR <br />471) co MI <br />PLACES SHOWN HOOKED FTG. I HERNANDO COUNTY ONLY. 3Y2"MIN1.� I �11 �2 1 �2 LID <br />MIL <br />DOWELS 17"EMBEDMENTW/25" 2500 PSI CONC. SLAB OVER 6 MIL <br />EXT. ABOVE SLAB. GRADE 40 LL VISQUEEN VAPOR BARRIER ji LL T_ �2 <br />STEEL I <br />Z <br />00 DMBBISNft/ 00 <br />I C.j. DBL SINK w/ DBL. SINK w/ <br />to DISFMSROSAL C.j. �0 DISPOSAL DISPOSAI,_ C.j. t <br />19 <br />r55 -- <br />110 11" I'll I r" 11 rj I� 11 '� 11111 <br />IL _jL -il I I I IL _jL JL_ _j III <br />1: - - - - 2L - - - L JL - - - - L JL - - - TYP. @ <br />E E -2 2-STORY U.N.O. <br />12 6-9j" 5'-1 q' <br />5 -9j 12 25" 9 <br />40 1 <br />D1 <br />ED d d <br />Cn <br />15- IV L. 14 -Z 11+ ne <br />Air <br />0'-0" ELEV. OL 0'-0" ELEV.. <br />FIN CONC. SLAB FIN CONC SDK-B- <br />C.i. C.i. <br />(BG <br />GG\ <br />—T- \Z3 3 <br />Ca I @ FOUNDATI( <br />2'10" 16-0`1 16'-0" <br />L <br />2 <br />IL i I <br />IC? ;0 <br />L <br />ZD <br />1H VV,'I C14 <br />_j <br />S3 <br />I <br />OVIDL10/2- <br />7 <br />RECESS FOR <br />F <br />IONT <br />0 R. REFER TO <br />1 oil. <br />ON'S <br />SCdPE FCFR WI <br />Im , mi F 1,011A <br />.4- <br />10'-6" <br />JO' <br />L <br />011, 414 <br />4" ELEV. FIN. <br />C' <br />CONC. SLAB'�/ <br />MI <br />C.i. I <br />x <br />9 <br />C. <br />ELEV. AP <br />Lr) <br />OR <br />1-1/2-BELO <br />r55 <br />ELEV.CAN <br />MORETHAN <br />BELOW T <br />EGRESS <br />7-6'x 2-6"x 1'-0' <br />LO <br />THRES <br />9 <br />W/ (3) #5 E.W. <br />F-) <br />FIELD V <br />_3 <br />21. L <br />o? <br />(2)#5VERTICALS­-- <br />WIN FILLED CELL <br />V-13" 8'-0" 1'-8" <br />10 a-lu to <br />OF <br />I U <br />114-0 <br />9 <br />1 7 <br />1 <br />-0 <br />10 <br />L- <br />OL <br />0'-0" ELEV. <br />FIN CONC. SLAB <br />00 <br />co <br />1 <br />1 <br />@ <br />2' <br />Z4.' <br />164' <br />;o <br />7 <br />-I <br />r <br />I <br />�2 <br />L <br />i <br />L <br />i <br />__7 <br />1 1_7 <br />ELEV. APPROX.1 <br />1� <br />[0 <br />1-1/2" BELOW F.F.1 <br />1 <br />44 <br />ELEV. CAN BE NO <br />I I I � kl., ' A,)' MORE THAN 1-1/2-1 <br />BELOW TOP OFi <br />EGRESS DOOR <br />THRESHOLD. FIELDI <br />� �K <br />o? /0 K� <br />&D CN VERIFY <br />�3 __TPROVIDE 1/2' R <br />_j ECESS FOR 10 <br />tONT DOOR. REFER TO LRO�T DOOR. REFER TO —7 <br />_j I IiROVIDE 1/2" RECESS FOR oil. <br />7H_ MASONS -SC6P—E F0R­WWIDT­H __j '��LZ-1 Oil' MASON'S SUPE TOPR WI—DTH <br />04 fFM24N 44 <br />j Jim 1111 Imi I 01/l/A I ml <br />4. v 4' <br />11, 11 o E (///,I Jim /M <br />I. 1 11 .' " <br />11-8 0 4'-0" ;I_O",;IOII1 10'-6" 10'-6" _01 4'-0' �'_01' <br />of 0 *1 Vi I I __v <br />00 F OP <br />19 ;? I <br />14" ELEV. FIN.. &D -4" ELEV. FIN. <br />OD I CONC. SLAB CONC. SLAB <br />fiw�o <br />\' �j <br />2 1 C5 d <br />C.i. <br />c'. t <br />9 z <br />J. + C.j. LU <br />0- -1 5'-8" 1'-4" <br />q CN <br />3'-O"x T-O" x T-O" T-0" x 3'-G'x V-0" <br />PROX. op ELEV. APPRO* 1--9 1 w/ (4) #5 E.W. 9 wl (4) #5 E.W. <br />W F. F. Al� 11-1/2' BELOW F.k LO <br />BE NO ELEV. CAN BE NO 55 1 r55**N Lo <br />1-112" MORE THAN 1-1/2" <br />OP OF BELOWTOPOF <br />DOOR2_9 EGRESS DOOR 7LOt Z-6' x 2'-6- x V.0' <br />HOLD. LID THRESHOLD. w/ (3) #5 E.W . <br />ERIFY FIELDVERIFY <br />__j 3 <br />9 <br />L f L N <br />S3 <br />lSE HOSEJ <br />BIB BIB <br />V-13" <br />6'-8" 6'-8" <br />13'-4" <br />SEE S"3 FOR 9 <br />_j EIESS OPT." LO HOSE <br />BIB <br />(2) #5 VERTICALS (2) #5 VERTICALS <br />WIN FILLED CELL W/IN FILLED CELL <br />8'-0" 1'-8" V-13" -8'-0" __n1'-8" <br />11'4" 11'-4" <br />7' <br />EO <br />0 <br />FOUNDATION PLAN - RIGHT SIDE <br />SCALE: Y4"=1'-O" <br />C= <br />C= <br />C3 <br />cc C�4 <br />cc C= <br />C-4 <br />,a CL. <br />E <br />0 <br />CD <br />C4-) <br />29 <br />cli <br />L E <br />E <br />E 750 <br />cc <br />STATE 0 F Q,' <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />esi an a on. ngnee ssgna rean sea sony r <br />the structural engineedng portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E S C-4 <br />� <br />K tm <br />0 <br />10 If Lu <br />cr-1, LL <br />LL <br />_j LL <br />IS <br />2 r <br />m <br />�E co W <br />m C�' <0 <br />V) z <br />IL <br />Go z 0 Y� <br />LO Cl) 0 x: <br />C11 W i- <br />< 1:1 U <br />d L) <br />z <br />W <br />(D m <br />C, <br />.2 <br />U_ <br />rz <br />LU C <br />0 <br />V) <br />V) <br />LLJ <br />Of <br />AIM <br />am <br />U <br />Lu <br />— E <br />3 <br />.2 <br />0 <br />co <br />C-`3 <br />cl'� <br />Z <br />z <br />< <br />_j <br />U_ <br />ce E <br />CI_ 0 <br />E <br />z <br />m 0 <br />z <br />< <br />F_ ro <br />< <br />m 0 <br />U0 <br />0, <br />Q0 ro <br />4? t <br />0 <br />I <br />.,0 <br />mz <br />ffiz <br />U3 <br />z <br />'0 <br />'o FF <br />z <br />.2 <br />z <br />i5 <br />ou <br />W <br />C" <br />z <br />!E l:: <br />c';` <br />'0 <br />Z <br />01 <br />z < <br />00 <br />0*4 <br />m <br />0 <br />co <br />T_ <br />a) <br />C'� <br />C-5 <br />CO <br />Cr -6 <br />C:) <br />50 <br />04 <br />0 <br />LO <br />ce) <br />L0 <br />(0 <br />CN <br />CD <br />(=) <br />M <br />< c> <br />04 <br />LC) <br />mt <br />CN <br />C11 <br />0 <br />z <br />E <br />(L <br />E <br />0 <br />0 _j <br />< <br />Q <br />JOB <br />NO: 23-13125-13130 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />