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<br />~ <br />w <br /> <br />. <br />J;: <br /> <br />@ <br /> <br />, <br />~ <br /> <br />? <br />~- <br /> <br />~ <br /> <br />@--- <br /> <br />cp <br /> <br />6'-O~ <br /> <br />4'-0. <br /> <br />46'-0" <br /> <br />q> <br /> <br />I <br />I <br /> <br />""'-0. <br /> <br />(.4") <br /> <br />-11") <br /> <br />5'-1 1 <br />~ <br /> <br />(-on <br /> <br />/(1 <br />111 I <br /> <br />e' o. 4' O. '4'-0. <br /> <br />110'-0. <br /> <br />14'-0. <br /> <br />4'-0. 4'-0. <br /> <br />..lo- <br />I <br />-+-f- - - <br /> <br />, <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />50 LBS.jrT. <br /> <br />12'-0. <br /> <br />12'-0. <br /> <br />4'-0. <br /> <br />12'-0. <br /> <br />.---- .-1------ <br /> <br />---- -1---- <br /> <br />t <br /> <br />TYP. J 5T R AcnON .. 5.112 lOP <br /> <br />6" 5'-11 <br /> <br />R_J9 lOPS <br />"" <br /> <br /> <br />ill' <br /> <br />A\. <br />\31 <br /> <br />CONT. MOll17 <br /> <br />(0.) <br /> <br />JOIST BEARlNC LEV.....TlON _VARIES <br /> <br />SPACE 05'-7 1/2" O. <br /> <br />26" <br /> <br />"., <br /> <br />1/2" 2 CA.. TYP -e" DEe TYP. U.N 0- <br />SEE NER....L N TES FOR: NELDINC <br /> <br />4'-0. <br /> <br />13 sPACES 0 6' o' a.c. <br /> <br />q> <br /> <br />I <br /> <br />12'-0' <br /> <br />4' o' <br /> <br />I 0 <br />I ill' <br />I '" <br />~ . <br />I ~ '1' <br />I j:! <br />I 0 <br />, <br /> ;" <br /> <br />.,. , <br /> <br />.er-z" !. <br />'. <br />( 4") <br /> <br />W24x 5 <br /> <br />t ~ ~ <br /> <br />I I I <br /> <br />. A\, <br />\31 <br /> <br />1/2" 2 GA. TYP -e" OEC! TYP. U.N O. <br />SEE NERAL N TES FOR toa.OING <br /> <br />26k6 <br /> <br />{o.) JOIST ~ARINC itrv....llON.. VARIES <br /> <br />SE!9/'SJ1'OR <br />CANopy FR,I,1lINC <br /> <br />TYP. JOIST REACTION .. 5.82 KIPS <br />< 00 LBSITI > <br /> <br />4'-0. <br /> <br />@ROOF FRAMING PLAN <br />53 SCAlf.: 1/8 .. 1 -0 <br /> <br />NOITH <br /> <br />.. <br /> <br />PlAN NOTES: <br />,. TOP Of OEO( ELEVATlC>><t (roE) .. 123'-7 1/2" (0"). <br />2. ROOF 1$ DESIGNED FOR PONOING PER IBC 2000. SECTION <br />1611 AS At.IENO(() BY THE STATE OF' IoIINNESOTA. <br />YINIUUU ROOf' SlOPE IS 1/8" PER FOOT. <br />3. SEt STEEL ..o5T GENERAl STRUCtuRAL NOTES FOR UEQ-lANICAl <br />UNIT SUPPORts. <br />4. AlL ~ BEAI.4S SHAll BE GRADE 50 KSI STEEL <br />:!I. * ON PLAN INDICATES ..oST sonou OtOW EXTENSION. <br />S. R..J9 KIPS ON PLAN IN01CA TES SE..... SERVICE LOAO ~EACnClN. <br />7. c:=:>ON P\..AN INDICATES ROOf' DIAPHRAQ.I SHEAR LOAD DUE <br />TO 'MND TO BE RESISTED BY THE WAlL PANELS. <br /> <br />FlEW v.no WlhIO's <br />a: STEEL STUDS <br />TO EMBED. PLATES <br />BY PRECAST SUPPLIER <br /> <br /> <br />@DETAIL AT CANOPY <br />SJSCAlE;1/4-1-0 <br /> <br />102"-0" <br /> <br />o <br /> <br />1,s'-0" <br /> <br />ZO'-O" <br /> <br />12'-0" <br /> <br />2"- . <br /> <br />~ <br /> <br />CONT. W10...17 <br /> <br />(+5' O. <br /> <br />4.929' <br /> <br />~'f0" <br /> <br />zo'-O- <br /> <br />< eo LB~ITI > <br />. JOIST REACTION - ".5 KIPS <br /> <br />5 sp cr D "29' ".929' <br /> <br />L <br /> <br />,--L I /2" 22 TYPE "S" <br />V I' ~EE NP. U.N.O. S E <br />r .... ERAl N YES FOR WELDIN <br /> <br />+5'" 2" <br /> <br />'\ ( 6") <br />J~S R ACTION '.3',",SV <br /> <br />JOIST R ACTlON- '\ <br />_"KIP 4'~ <br /> <br />id <br />/Al <br />jf------r-26k6 - / ~ <br /> <br />//// ~ <br />/ <br />/ <br /> <br />W2hSO <br /> <br />/ <br />I <br />I <br />I <br /> <br />, <br />, <br />, <br />, <br />, <br /> <br />U E OF fA RED~ "\ <br />: U~~A ~:IFY '\'\'\ <br />, <br /> <br /> / / <br />~ / / <br />'1 / I <br />/ <br />/ (-6" <br /> <br />SE.E PUH <br /> <br /> <br />E"SEDOED PLS <br />BY PRECAST <br />SUPPLIER <br /> <br />~ TYPICAL SECTION <br />53 5CAl.E; 3/4 - 1 0 <br /> <br />. JOIST EAn <br /> <br />(-14 <br /> <br />4"-6 <br />r- <br /> <br />~ <br />~ <br />~ <br />'<i <br /> <br />l <br /> <br />8\ <br />PS '+5'~/2" <br /> <br />.J.. ..I ,'.0' t ~C{J",. .,,"', <br /> <br />? <br />'" <br /> <br /> <br />- 4.5 <br /> <br />2'-8" <br />< 80 LB5./F'T. <br />HIGH ROOf" <br /> <br />" <br />R_JO I(JPS ill <br />j:! <br />, <br />.. <br />1 <br />, <br />"' <br /> <br />.'..0. <br /> <br />@ <br /> <br />'ill <br />:> <br />t <br />~ <br />!'! <br /> <br />1- <br /> <br />j:! <br /> <br />- <br /> <br />$JST SRC <br />SEE PlAN <br /> <br /> <br />'- <br /> <br />TO. FRAMING CONNECTION <br />w/ J/6" It EA. SIDE <br /> <br />CONN" DESIGNED <br />AND SUPPUEO <br />BY P.C. SUPPUER <br /> <br />SEE PLAN FOR <br />JOIST REACTIONS <br /> <br />Q~~~C3~: _D~_~AIL <br /> <br />"ETAl RO()F OED< <br />SE.E PLAN <br />PROVIDE 1/2" . SOL T'3 'It / <br />9/16 HOlES BOLTEO CONN. <br />AT COLUMNS PER OSHA <br />R[ClJIRFJ,lENT'3 <br />STEEL BEAu w/ 3% <br />ST1FF. PlATES EA. SID[ <br /> <br />~'o'tardi~M~Q-l <br />INSTALL Af'ltR DEAD <br />LOAD IS IN PlACE <br />tl/4"ll6...0'-S" w/ <br />ERECTION HCU AS <br />REQUIRED BY OSHA <br /> <br />A T COLUMN <br /> <br />7 TYPICAL JOIST BEARING AT BEAM <br />53 SCALE: 3/4 - 1-0 <br /> <br />6 BOTTOM CHORD EXTENSION AT BEAM <br />SJSC\L.E:J"'-l-D <br /> <br />ENGINEER CERTInCA nON: <br />I~CEA1lF'Y"""'T""SPl..AN, <br />SPEOFICAr\(IoI CR JlEPQAT WAS <br />PIlEPAREDl!YlolECIIUt<<lEAUYDIIlECT <br />SlJI'EIMSIOHNlJ11...UI.....ADULY <br />lJCOISEDI'IlCll"ES9O<i[HQNEEll <br />~.-.["1oi:.WS OF' THE STATE <br /> <br />IORYCSI[PHAH <br />-.- <br /> <br />:~II/04 <br /> <br />FF; ES'1EJ'H.o\N BN'GmEERINQ <br />12tl2No;:n1hCou<t <br />~Bri9hlon""N55112 <br />~:551-636-aeIl7 <br />rOlf:6:lI-iSJ6-1S867 <br /> <br />... >< <br />0 ~ <br />IJ.. <br /> I ra <br />be Cl 0 <br />c:: UJ III <br />:a GJ <br />0:: c <br />c <br />:J UJ ~ <br />a:l ....J ,:i <br /> ....J <br />"'C > os;: <br />CI) ~ <br />~ 0:: E <br />0 UJ GJ <br />c.. I- u <br />0 Z <br />... UJ <br />c.. U <br />C<>pytlvM :lOO4 <br />~_~_lI"P.r.. <br />Projllct D..lgnIr,SEN R. <br />Oro..n By. ECO <br />O\eck-.i By. HE: <br />R.visions <br />05.1".04 PREUt.lINARY <br />06.1I!..04 ISSUED <br /> <br />ROOF FRAMING <br />PLAN AND <br />DEl AILS <br /> <br />Sheet Number <br /> <br />53 <br /> <br />Project No. 040.305-2 <br />