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<br />r <br /> <br />11:;' 011 <br /> <br />r <br /> <br /> <br />u <br />() <br />~ <br />I- <br />q) <br />Q <br />~ <br />z <br />:J <br />ill <br />U <br />Q <br />X <br />N <br /> <br />CEILING JOIST FRAMING PLAN 1/4" = I' 011 <br /> <br />!! <br /> <br />DECK TOP OF JOleT WITI--! <br />S/a" CDX PL YUJOOD NAILED <br />iOll OC WITI--! eD NAILe AT ALL I <br />ED6Ee AND IN FIELD ~ <br /> <br /> <br />2 X 10 '2 PINE CEILlNc:. JOleT RAFT ERe <br /> <br />METAL C,RID AND 2' X 4'~ <br />LA Y IN CEILINc:. PANELe <br /> <br />2 X 4 eTUD WALL WITI--! eTUDe <br />6 liO" OC WIT~ 112" c:.ypeUM <br />WALL SOARD EACI--! 5IDE. <br />DOUBLE 2 X 4 TOP PLATE <br />AND 5INc:.LE 2 X 4 FRE55URE <br />TREATED BOTTOM FLA TE. <br /> <br />a' 0" <br /> <br />5ECURE WALL TO 5LAS WITI--! <br />10D CAeE ~ARD NAILS, liO'l OC <br /> <br /> <br />TYFICAL MINIMUM 4" CONCRETE <br />t 5LAe DEelc:.NED ey OT~ERe <br /> <br /> <br />H <br /> <br />METAL BUILDINGs 6TRUCTURE WIT~ EAvE I-4EIG~T OF 121 0" <br />eUILDING TO BE DE61GsNED AND ENGINEERED 6Y METAL <br />BUILDING MANUFACTURE <br /> <br />OPEN AREA <br /> <br />80' 011 <br /> <br />" <br /> <br />31' 0" <br /> <br /> <br />q! <br /> <br />~ <br /> <br />6ENC1-4 <br /> <br />",jr <br />0- <br />/~ <br /> <br />-() <br /> <br />() <br />01 <br /> <br />4' e" <br /> <br /> <br />ffi <br /> <br />FLOOR <br />DRAIN <br /> <br />3' 0" <br /> <br />() <br /> <br />2 >< 6 UJOOD WAL.L. <br /> <br />I <br /> <br />[E!)] <br /> <br />q[ <br /> <br />-, <br /> <br />o <br />o <br />"t <br /> <br />, <br /> <br />Ii.) <br /> <br />II <br />[ <br /> <br />4' 8" <br /> <br />() <br />~ <br /> <br />"'-<5 <br />o <br />/~ <br /> <br />~~ <br />2:;;1 <br />~~ <br />Z <br /> <br />~ Q <br />GJ <br /> <br />6ENC1-4 <br /> <br /> <br />l <br /> <br /> <br />... <br /> <br />1:;' 4" <br /> <br />4' 1011 <br /> <br />11) <br />11) <br /> <br />FLOOR <br />DRAIN <br />ffi <br /> <br />~ <br /> <br />PLUMB FOR FUTURE 51NK AT Tl-i15 <br />LOCA TION, VERIFY WITH OlUNER <br />PROPER LOCATION <br /> <br />;> <br /> <br /> <br />I <br />1 <br /> <br />38' ~" <br /> <br />fNTERIOR LA your FLOOR PLAN 1/4" = 1'0"' <br /> <br />MINIMUM R-II INeULATfON <br />IN ALL EXTERIOR WALLe <br /> <br /> <br />6' MAX. <br />Toe CLeARANCE <br /> <br />i, ~ <br />~ 1: <br />~ <br />~ <br /> <br />I <br />" <br />, \ <br />_:..J I <br />\ I <br />I I <br />I <br /> <br />P\.. ':: <br /> <br />I I <br />\ I <br /> <br /> <br />I" MAX LAV DEPTf-j I '- a' MIN KNEE CLeARANCe <br /> <br />j..jANDICAP oiNK DETAIL <br /> <br />oiNK <br /> <br />I. 61NK 611ALL ee MOUNTED WITf-j n-lE COUNTER OR RIM <br />NO I-IIGI-IER TI-IAN 34' FROM THe FIN:6f-1 FLOOR. eACH <br />61NK ef-lALL. eE MINIMUM OF 6 112" PEEP. <br />2. CLeAR FLOOR epACE ReeTROOM6 eHALI. HAve AN <br />UN068iRtJCTED 6PAce OF AT LeAeT 60' IN DiAMeTER <br />OR ~2" BY 12' FINleH INelDE PIMEN610Ne ADJACENT TO <br />THE LAVATORY AReA. 5I.lC1-l CLEAR FLOOR 6PACE eHALI. <br />ADJOIN OR OVERLAP AN ACCE661BLe ROUTe AND eHALL. <br />EXTENO A MAXIMUM OF \~" UNDERNeATf-j il-lE LAVATORY <br />CR 61NK <br /> <br />NOTE: <br /> <br />IN ACCORDANCE WITH CHAPTER 4ll.003 (2) (I) OF <br />THE t=LORIDA ADMINloTRATIVE CODE: E.ECTRICAL, <br />MECHANICAL AND PLUMBING FACILITIE~ &HALL BE <br />DEolGNED B,( THE RE$PECTIVE CONTR ,CTORo TO <br />MEET ALL APPLICABLE CODEo. THE ELECTRICAL <br />MECHANICAL, AND PLUMBING FACILITIES, DRAWN <br />HEREON ARE BA&E ON A DESIGN PRO\ ,OED <br />B,( THE OWNER TO ADDRESo Hlo REQUli~EMENTS <br /> <br />TOILET <br />PAPER <br />. HOLDER <br />1< 42 HIN Y <br /> <br /><D~ c~- <br />~ <br />'" <br /> <br />rail MIN <br /> <br />A <br /> <br /> <br />!;4" MIN <br /> <br />HANDICAP TOILET DETAIL <br /> <br />I <br />LAV: <br />I <br />L____I <br />I <br />I <br />I <br />I <br />CLEAR FLOOR : <br />5PACE : <br /> <br />---________________J <br /> <br />~ <br />~ <br /> <br />~ <br /> <br />~I <br /> <br /> <br />~ <br /> <br />(p <br /> <br />~O" MIN <br /> <br />1 <br /> <br />ALLWORKSHALLCOMPLY~1ALL <br />PREY AlLINC CODES, FLORIDA BU1LDL'\iG <br />CODE, NATIONAL ELECTRIC CODE A. "\; <br />CITY OF ZEPHYRHlLLS ORD!}JAJ\CES <br /> <br />GRAB BAR5 <br /> <br />A GRAB eAR 61-lALl. ee PROVIDE.. lOCATED ~~" INCIJE6 <br />FROM AND PARALLEl. TO il-le FINl61-1ED FLOCR. MeA6URED <br />VERTICALL. Y TO il-lE TOP CF TI-le RAIl. WITf-j VARIATION OF <br />NOT MORe TI-IAN 1/2 INCH AND. <br />I. eHALL. HAVE AN OUT51DE DIAMETER OF I 1/2 INCHEe <br />2. el-lALL. PROVIDE 1 1/2 INCHEe OF CLEARANCE eETWEEN <br />TI-!E RAIL AND THE WALL.. <br />3. el-lALL Be eo DEelGNED AND e,uPPORTeo Ae TO Wlil-l6iAND <br />A LOAD OF NOT lEee. THAN 2SO Lee APPliED AT ANY POINT. <br />DOWNWARD OR I-lORIZONT ALL. Y. <br />4. el1ALL ee CONilNUOU6L Y GRAePABL.E ALONG me ENTIRe <br />L.ENG il-l. <br /> <br />epEe/AL NOTe, "'RAB eAR MEETING THE ApPLICAeLE AN61 lOT ANDARDe <br />ARE PEENED TO eE IN COMPLIANce WITH THe INiENi OF <br />THe LAW UlI-IETI-IER CENTER e,uPPORTe EXleT CR NOT. <br /> <br />!;. eHALL ee AT LeA6T 42 INCIJE.5 LONG AND eHALI. eE CENTE.RED <br />AT Tl-le LEAPING EDGe OF TI-IE WATER CL.Ce.ET. <br /> <br />. PLAr JS R~\/I'='Nr-1) <br />DME -~~) <br />eUILC'ING DEPT APPROVED ~liRcJ';l~) <br /> <br />,./"' <br />t/Nl) (1 It LbV/ifTi)f"'5 <;ltl-C'- <br />(0),'-'-f ~ 'f ()Jt rN C r r'( of Z-,J.fl'ry (U)( Ll ", <br />I~t ~TB L- (~U l '-VII'" 6 S ~v4-t\S f)YN'-\) ~ <br /> <br /><( <br />U <br />~f- <br />w=.J <br />EO <br />~~ <br />lL-1 <br />()~ <br />t-Z <br />-=3- <br />00 <br />Ud <br />U)::l <br />>-Ul <br />()-l <br />lO~ <br />,W <br />U)): <br />-1 <br />d~ <br />:to <br />~- <br />>-Iti <br />:t:t- <br />1hZ <br />N <br /> <br />ffi .. <br />Em <br />~I: <br />U)'<t <br />::3Z <br />U <br /> <br /> <br />(!) <br />~ <br />.- <br />.- <br />I <br />(Y) <br />. N <br />U If) lQ <br />Z C\I N <br />- If) If) <br />i J- (Y) (Y) <br />l!) (t (Y) ~ <br />ffi 5 ~ l1. <br />a U ~ ~ <br />Z >- 0 ~ <br />o ~ ...J 0 <br />IJ) ~ l.L. ~ <br />~*~~ <br />~ ~ U <'J <br />c ~ ~ ~ <br />Z (l) <( w <br />~ c ~ <br />l.L. <br />o <br /> <br />IJ) <br />z <br /><.!) <br />- <br />IJ) <br />w <br />C <br />..J <br /><( <br />- <br />U <br />(t <br />lJJ <br />~ <br />~ <br />o <br />U <br />clj <br />...J <br /><( <br />;:: <br />Z <br />I.LJ <br />o <br />- <br />IJ) <br />I.LJ <br />a::: <br /> <br />-l <br />-<t <br />> <br />o ' <br />r~ t--\ <br /> '\> <br />~~ N <br /> "- <br /> ~ <br />ffi .. ,~ <br />Z I: ~ <br />3 -<t -<t <br />o z n <br />~ <br />-1: <br />a <br />z <br />() <br />ii) <br />~ <br /> 3 If) <br /> II tfl <br /> N ~ <br /> .. 9 N <br /> >- 2 () <br /> III (l <br /> Z . <br /> 3 .. () <br /> W z <br /> -<t l- ll) <br /> ~ -<t <br /> 0 Q <br />~ it <br />""'" ~' <br />~' ~ -t <br />~ t::: ~ <br />~ ~~ <br />~ <br />~ -...;;: ~~ <br />m ~~ <br />~ ~ ~ <br />... <br />~ -J Ki (t <br />~ t-~ <br />~ ~ ID~ <br /> ~~ <br />~ t '1-[ <br />~ ~ ~\j <br />).: ~ <br />~ <br /> <br />TOTAL AREA <br />3200 5Q.. FT.. <br /> <br />er- <br />r <br /> <br />..-- <br /> <br />1 <br />C./) <br />~) <br /> <br />PG <br />1 <br />