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<br />GENERAL
<br />COIVTRACTOR SHALL BE RESPOY8I8Le FG!'e EAEC'iit3N STABILfTY J�PdD
<br />TEA9F'ORARY BRACING AS IVECESS/iRY U!dT(L PEC�'ar'�th1ENT' SU'.�POF'iTA3VD
<br />STlFFEtVER$ ARE SAFELY ItdSTfLLc�.
<br />QR�WINGS IN�lCATE GENE6dAl AfyD TYPIGAL �ETAILS OF CONSTRUCTION.
<br />WHERE CONQITIONS ARE NOT SPECIFIC�i1Y IN�iCATEI), BUT ARE QF R
<br />51A91LAR CHAR<1CTER TO R�TAILS SHOWP�, 91M!LAP. DETAItB OF CO1VSTf�iJ�;TIOf4
<br />SHFaL= 6E �iSEG, 5I��3,��CT TC� R.EVfEW ,9f�D APFROVP� BY i'FiE ENG!hEER.
<br />S"iRUGTURRL DRAWItJGS SHALL 8E USEG IN GOAIJUR"CTION VV1T7!
<br />ARCHITECTURAL AND ELEG7RIGAL DPJ�V`�INGS F4R �IDDING R`.^1L7
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<br />CONTR4CTOR SHALL FIELD WERIFYALL Dlts?F�'S�30NS, Ef.EV,�i"ilt3h;3RP�1t1
<br />DEflULS PRIOR TO FAi�RiGflTiON OR CAP�I�^a3'Ri1�Ti9N.
<br />COQE
<br />ALL pllfiTERIALS, WORKMANSHIp, OESIGiV.4tVD CONSTRUGTION SHALL
<br />CONFtifii�� TQ THE DRAWIMGS AND THE INl'Ei�.T14NAL BU1LDItdG CODE {IBC),
<br />2fl08 E�3li'sOfa. STANDRRDS ti�PiEftE FiEFERENCEO QN THE DRAWIh1GS SFL�eLt. DE
<br />THE L.ATEST EE�RICIM.
<br />DES!GN LOAL'S
<br />qCCUPANCY GATEC-OlZY = if (STANDARi3 OCCUPkNC?`�
<br />wita� ��ian: �o��esrRvcru��
<br />BtiSiC WIND SPEED = 85 MPH {3-S�GtJN�?�UBT}
<br />EXPOSURE "B"
<br />IbiPQRTANGE FACTOR = 1.Q
<br />TOPOG?�APHIC FACTOR ='1,0
<br />$EISMIG LOA�: (COMPQNEM1'TS)
<br />S, = 1.174g, 5� = 0.413g, 5�, = C.SO�g, 5�, = 0.�37�
<br />SI7E {;LASS "D" (ASSt1N1EDj
<br />IMPdF�TANCE FACfOFt= 1.0
<br />SEISMIC DESI�aN CATEGORY'�3'
<br />5TRUG7URAL,5TEEL
<br />ALL STRUGTURAL STEEL WORK SHALL @E IN ACCOitDA�dGE' 1N)"f'N 7NE
<br />tiEQUIREME�dTS OF CHARTER 22 OF THE INTERNRTICTP��St. �tJ1#_Oi�fG Gt7QE
<br />�GDB UNLESS MqTED DTFIEFt�hlSE.
<br />STFIUCTUftIlL FNATESait�! :(UNLE55 NOTE� D! FEEEiVa'��E�
<br />WIDE FLANGE -ASTR� �1952
<br />CHAHNELB, CONN�;:TI^ti �+.R,t;i�Fii�.L, -A57P.i tR,''�
<br />EA�iBEDDED ITEMS, At�GLES,
<br />SASE PIATE, & MISC. � � c'ci_
<br />STRUCTURAL7UBE -ASTM A500, Gf�ISQE B
<br />STRUCTURAL PI�E -ASTM .453, G�E B
<br />ALL WELOING SHALL BE D�NE USING 70KS1 LD1N HYQ�OGEN ELEGTRODES
<br />RND WELDING SHALL GONFORM1i TQ AVYB L71.ifi�t.iM2�8. LVHERE FILLET
<br />WELD SIZES ARE NOT SHOVVh;, PROVIDE TNE h+.lP11t�!!JM! 41ZE RERTA5LE 5.81N
<br />AWS D1.71D1.1M:ZOat3.
<br />(Ej ACCESS g��7r(� CONNECTIONS SN,�LL U5E 8�.4.RIid� 7Y�E GALVA.NtZF1J /ti5TT1i i43tYt
<br />��� BOLTS AfdD SHRLL HAVE tL MINIINUM OF T4N0 BQLTS UNIEvS NOTEO
<br />bTHERWISE. ALL BOL7ED GQhdNECTI0N8 REpU1RE TH= IJSE C1F t;.,�`dtvt �t:�
<br />VJ���3��351�T �OTH 60LT HEADAtd� NUT. SHlAa W&SHEiiSSHAiJ BG�IiS�%F�
<br />�C�i"t kLt: fiCSL i CS� CiaNidECTIt�PlS iQ Ii�3C1JM€D 5t1RF,4�E5.
<br />ALL STE€L &FL-'tiLL BE H�T DIP GALVA6�IZE[7 [t4 diCCASiDAN�E WIYH ASTM A1�3.
<br />COLD-FORMED STEGL FRAMING
<br />THE RI'iEAiBERS {Fy = E+Qks!) SHALL NAVE THE MIlVIRt�IlM SEGTION PRQF"�R i IES
<br />S}i'�;ti;d E�L.CS'!d
<br />PRQVII]E P�4EP,9BER pERTH (9F!} G4UC-� 5 tfid3i I(Nkl
<br />UPGRADEtSi�(�) �QISTIPURII°r 6A �4 1.576 4.727
<br />6tfOS250-$8 (600:i250-ES)
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<br />PURLi�a �;4G1h�ECi ERECT FRAh91NG IN ACCORDANCE WITH hiA�NUFACTUidER'S
<br />a�' ��? ����� RECOMTiENPATIOhiS. WEL�S SHALL CON�ORPri TQ AV,iS Q1,3 °STRtJGiURfiL
<br />Y6`EL�I�sG CQDE SHEET STEEL", OR SE�I�N E2 GF7FiE AISI C�1c. SGFI�V�S
<br />$;3.��,LL BE ! fEX }1Efl.Lp, SGLF TAPPIR'G TYPE, t'�'s Qft F3EAYiER, U,F�1.O..
<br />DRAVI�ING N6TES
<br />ALL EXISTIIdG CDSNO1TIl7N$ AND EQUEP��tdTAk'E NOTSHOWN. CAf�EFUL
<br />GOORDIPdt1TIQN wITH F�CI�TING 5TRUCIURE a.tzlU EQt71PUEP�ti�l�! REd�4�qR'r9?.
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<br />REV.CDATE:�)SSUEDFOR. BY.
<br />�0 '10-95-12 CONBTRUCTION L,lS
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<br />CCURREN7 I5SUE DATE:
<br />10-1 �J-12
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<br />ENFi0A8AN�qAA195107J6. ALLPkEVIOLI6GSU60�'iH'S
<br />DF 5bY@r'G RAE S�EFSEDE� BY THE L4TE5T REYIS!C3Pi.
<br />THE IN�O"ni.41T7OH t�.7^'dTAW ED IN TH IS SET Ck' DOC-1.4.9`t�'f�'
<br />16 PROPRIETAAY 6V NATURE. ANY USE 6Ra5C10'.a1RE
<br />OTHERTHAN Yy7iICN IS RFIATED TD NAh'wD CU�"tY {S
<br />S'iFIC'(LY PRikIf31TED.
<br />� DRAW I PJG TiTLE
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<br />mDRRV�tING Nl3[�BER
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