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<br /> I 48'-0. 16'-0.
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<br />12'-0. " o. 12'-0" 4'-0' 12'-0. 4'-0. 12'-0. 4' O' 12'-0'
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<br />ST R ACllON .. $.82 KIP
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<br />CQNT. W\O~17
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<br />(i'-O. 4'_0.
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<br />14'_0-"
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<br />GDROOF FRAMING PLAN
<br />S3 SCALE: l/S".. 1-0
<br />
<br />28k6
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<br />1/2" 2 GA. rw "a" OCt; rn>. u.,.,Jo.
<br />SEE ~RAt N rrs FOR mDJNO
<br />
<br />6'-Z"
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<br />AI..
<br />'6'
<br />
<br />'1
<br />(-4")
<br />
<br />W24~ 5
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<br />'/2" 2 GA. TYP "a" DEe TYP. U.NO.
<br />SEE NERAL N lES F~ inDlNQ
<br />
<br />(0.)
<br />
<br />JOIST bEARING 1.tVA iTOH .. VAR!E:S
<br />
<br />SEE 9/5J FOR
<br />CANOPY FRAlIlNG
<br />
<br />T'l'P. JOIST REACTION.. 5.62 KI;:>S
<br />< So Las./FT. >
<br />
<br />4'-0.
<br />
<br />102'0.
<br />
<br />NOITH
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<br />
<br />PLAN NOTES:
<br />I. TOP OF DECK ElEVATION (TOE) .. 123'-7 1/2." (a").
<br />2. ROCf'" IS DESIONEO FOR P<)NOING PER I8C 2000. srClWN
<br />\6\1 AS AMENDED 9'1' lHE STATE Of" Y1NNESOTA.
<br />YlNlW\& ROOf' SLOPE IS 1/8'" PEA.FUOT.
<br />J. SEE SlEEL JOIST GENERAL STRuCtuRAL NOTES FOR loIECliANICAl
<br />UNIT SUPPORTS.
<br />4. AlL ROOF SfAMS SHAlL BE GltADt ~ KSl sn:a
<br />~ * ON PLAN INDICATES JOIST BOTTO\I CHORD EXTENSION.
<br />6. R=39 KIPS ON PLAN INOlCATES BU.M S(R'ACE LOAD REACru:w.
<br />7.<:=:=::;>ott PlAN INDlCAlES ROOF DIAPHRAGM $I-lEAR LOAD DUE
<br />TO WIND TO ac: RESISTED BY THE WALL PANElS.
<br />
<br />FIE/.DlIELOwa..,IO'.
<br />&: STEtl SlUDS
<br />TOEUElED.Pl4.1ES"
<br />BY PRECAST SllPPUER
<br />
<br />
<br />18". POURED COtlc.
<br />PIER W/1/2">(10"
<br />SQ. EI.leEOO€l) PtATE:
<br />W/ 4 1/2". _ s"
<br />HEAOEO sruo ....UCHORS
<br />(2THUS)
<br />AEUl WEUl
<br />'118>(10'$ TO
<br />Er.lSEOPLAlES
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<br />. DETAIL AT CANOPY
<br />53 SCALE: 1/4 .. 1-0
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<br />bNT. WI&. 7
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<br />~BijFms~
<br />SUPPUE!\
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<br />20'-0"
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<br />, JOIST REACTION .. 4.5 KII'S
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<br />551' ct 0 .429'
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<br />4.929'
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<br />ANO StlPPUEO
<br />BY P.C. SUPPUER
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<br />$JSTBRG
<br />::;EEPLf>..N.
<br />
<br />SEE PLAN FOR
<br />JOIST REACllOHS
<br />
<br />
<br />7 TYPICAL JOIST BEARING AT BEAM
<br />53 SALE:J4 _1_0
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<br />S1[EL ,JOIST,
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<br />3/8" ST. PLAlE E.... SlOE
<br />UID-HElGHT
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<br />'11/318- t tA. SlOE:
<br />
<br />JOIST SEE P\,AN
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<br />a.> TYPICAL BEAM SPLICE DETAIL
<br />SJ SCALE: ,}/...... - 1 (I'
<br />,}" ~ OF TOTAL
<br />112" $ER\'l LOAQl'ROl,IJOIST
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<br />QJ TYPICAL
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<br />SEEPLA.N7
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<br />PRECAST SUPPU€R
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<br />JQlST SEE PlAN
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<br />,~~. 12.PREtASTT'l'P.
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<br />l,IETAl ROOF DECK
<br />SEE ,,/oN
<br />PRO\<![){ 1/2. . BOlTS w/
<br />9/'6 HOLES BCt..TtD CONN.
<br />AT COLUUNS PER OSHA
<br />REQUIROAENT5
<br />
<br />STEa SE"At.I WI 318-
<br />STIFF. J:>LArES EA. SIDE
<br />
<br />STEELJO/T
<br />SEE PLAN
<br />DO NOT v.ao
<br />8OTroIoI CHORD
<br />EX'tENSlOl'4TO
<br />. "".
<br />SlL COLUMN SIZE,
<br />SHAPE ANO ORIEN.TAllON
<br />MAY VARY, SEE FtAN
<br />
<br />~'rfrcl cR"v:wijACH
<br />INST ALL ~lER DEAD
<br />LOAO IS IN PLACE
<br />/fl/..",s",o'-o" wI
<br />ERECTION HOl.E AS
<br />REOIJIRro BY OSHA
<br />
<br />5 BOTTOM CHORD EXTENSION AT COLUMN
<br />SSSCAl.(:-J4-1-
<br />
<br />OSHA BOLT
<br />COHN. AS
<br />REQUIRED
<br />
<br />'llELDP[q5.1
<br />REOU1REloIDlTS
<br />
<br />
<br />TYf'I'F". 3/16
<br />
<br />>
<br />
<br />",..
<br />
<br />. BOTTOM CHORD EXTENSION AT BEAM
<br />53 ALE: 3" .. 1-0
<br />
<br />ENGINEER ctRTlFlCATlON:
<br />I 1OElrfa;Rllf"YIWlT'IlolISPl.AH.
<br />SfIEClF\l;Il'l\ONORIlEI>ORTW,t,$
<br />l'IlEPtJ!EDl!YI,l[OR\INOOIlolYlIlIlECT
<br />SIJPElI."goq 1oIlO IWlT 1,\11 ~ M"
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<br />j26~ NIlrU'l Court
<br />New 9ri\lhto~, IIN 55112
<br />P/1Q",,,~1-5J6-lS8e'
<br />rox:651-G36-6867
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<br />Proje<::IDllSI<;j"er:BENR.
<br />Ora... By. ECO
<br />Ote.:kedSt-f./(
<br />R~_
<br />
<br />05.1....0...
<br />06.18..04
<br />
<br />J:>RfUUlHAR'Y
<br />ISSUEO
<br />
<br />ROOf fRAMING
<br />PLAN. AND
<br />DETAILS
<br />
<br />Sheet Number
<br />
<br />53
<br />
<br />Project No. 040305-2
<br />
|