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Flange to weh Flange t .
<br /> GBC-4-PFlg '�5/8" NOTE: r�uetsiie•'S" <1/q <1/2 <3/4 >3/4
<br /> FULL PEfJE��f2A�fI0N U/ELD GF-1-P Flc —'1�2��
<br /> S{ , REQU[REDWHENFLUSH GBC-4-PFlg ��5�8�� r� <9Ga. 1/8 3/16 3/16 3/1G Sp � -
<br /> �S�GF-1-P F�9 `S�a�� '�� {SEE DETAIL F) � 9 Ga.<t<1/4 3/16 3/16 3/16 3/16 F�G. �" � .
<br /> Neb t r�_ S-r� � n„ �
<br /> 1/4 3/16 3/15 1/4 1/4 \ f s° GF-1-P Flc -3/�
<br /> GF-1-P Flg =5/8" s�-� � GF-1-P �� t Uz GBC-4 ��� sf .J - � �
<br /> � p r 1/�4<t<i/z rv/a 3/16 ii.i s/i6 d- X •: F ��Z �GF-1-P tr ^ G B C 4-P F I 1" � �
<br /> <1/2 N/A 5/1 6 5/1 6 S/1 6 x �-�-+ �] � N O T c:T H I N N c R 2L,Tc � � i.L
<br /> �� GF-1-P(OPS.SAF-1)WITHIN `j-, °r�l - �, S t i f f e n e r m ay , FLG. �3/4" — *-� � GOVcRNS`NELDS[ZE z O
<br /> ��'� sf-�6" OF CONNECTION MIN � � 3 3 have holes � � � � sF� ?l?.TEt s O ---
<br /> �1 GF-1-P(OPS. SAF-1)WITHIN � / i � � � GF-1-P i-s� Si�--<GF-1-P f �
<br /> 6" OF CONNECTION MIN 'Sr �" ; a.zso(�/a1 i/4
<br /> p WELD SiART �� , � � '
<br /> �iYP.PARrIF;L wE `�_ � GF-1-P ��j- � � ; i 0375(3/8) 5/16 Web t 5��� � .
<br /> f� � �f � T'(P.Pf\RTIAL'NEB ORcNDTYB ��3/16 ��� � NOTE:TH?NNERPLATE �-'
<br /> GF-1-P � r �I GF-1-P TYP ; E/VO POST CAP PLATE >050(1/2) 5/16 <1/�l" 3/lo GOVERNS 4VELD SIZE. PLATE t Sf d w
<br /> � GBC-4-P Flg �5/g" L� �sT�FFErvER � �/1 ' � G F-1-R O T-P s i i�� ,i 4 o.zs�i�n� i/a m � `�-" �
<br /> STIFFENER Sf � � 6 '�
<br /> (S E E D E T A I L U) G B C-4-P F Ig �5/8�� 5 (S E E D E T A I L D)
<br /> � ��S � �'iF-1-P F�g L5�8�� i 5f'—�— �� If holes in f i i 3/16 � _ 3/8„ �/4 03125(5/16) 1/4 Q W w F-
<br /> �GF-1-P Flg-5/8" t � i� � BUTT PL. � 0375(3/8) s�i� � � .�
<br /> ______� � �;.�a stiffener at holes+ 6" ; ; �.I � l�z� s�'-� o.so(�/2> sii5 m � � z
<br /> n` =--�� `� GF-1-P(OPS. SAF-1 WITHIN GF-1-P (OPS.SAF-1)WITHIN � ��-=--1] SAB-2 FLG. � � t• . �
<br /> �`���� � 6"OF CONNECTION MIN s �' ����7 < < i� `� U a <n �
<br /> �. 5�6" OF CONNECTION MIN � Sf �j 1/2 t- 1 GBC-4 ` ^ �'
<br /> GF-1-P �SfFi SAB-1 WES STIFFENER PLATE ��\ �
<br /> ��� GF-1-P NOTE:TH]NNER PLATE FLG.t �Z�2 �
<br /> �
<br /> coveRNs uve�o size. RIOGE OET�IIL
<br /> Plateioweb PlatetoFlange/Stiff — GF-1-P (OPS.SAF-1)WITHIN Stiifenertoflange Stiffenertoweb BOLTlNG PL. � �
<br /> HAUNCH OETAIL-RAFTER �-� PIPE COLUMIV C',4P OETAIL
<br /> _ Piatet sr �iat�t sr 6" EA. SIDE OF WEB SPLICE S 6" � stiffer,ert f uve�t f � --�
<br /> F <o.as�i�a� 3�1� <i�a s�i6 FL USH B UTT PLA TE OR FLANGE PLA TE N � nd' �
<br /> Plate t S� <1/4 3/16 :1/4 3/l� SAF-1 � S 03125(5/16) 1/4 1/4 1/4 '�'� z �
<br /> <i14 s/1G GF-1-P FLG. =5/8" ��- 1/a i/a i/a i/4 - C �
<br /> 5/1� 11a f si16 1��+ s/lE ?/� GBC-1-P WEB \ o.3�s(�/a) i/� sn�ta iiz snc i-�- 9 � C�.7
<br /> GBC-4-P FLG. =5/8" j�o ;�l0 3�o s�i� .134 TO.375 WEB osoo�i�z� s�i6 MOTc:TNIPINERP�TE ANGLE BRACING PLATES ¢ �
<br /> � Weht Sw
<br /> 3/3 1/4 �
<br /> NU�E: \� � � 1/2 3/8 5/0 3/8 GF-1-P FI� 5��i�� �.,�� SAF-1 �/� - _3/�l, 3/�� �ev=�n�swe!ostz:. a�nT�t $p tf C] � W
<br /> _>iiz sn� GBG4-P Fly 5/d" �-' fa�
<br /> �t ,� TYP,PARTIAL WcB I i�z 1/4 0.25(1/4) 1/4 -- �
<br /> � �srzFFeNeR � ,�n o.s�z;�;��a� i�a GF-1-P WITHIN &" sf a••
<br /> \ , � o.3is�3is> � siis OF CONNECTION � 8�� S�
<br /> - - ) � � _ ( ) � � ; i ' aso��iz� sn6 5� �
<br /> FULLFENE�(tAf10NN/�LD , GF1 ��I (SEEDETr1ILD) ` f _-� ' . 1/2" 5/�6 f �GF-1-P
<br /> s - 5 ; tf GBC-4-P FLG. �."
<br /> s
<br /> REQU[R'cDWHEN'LUSH p � ��I------'---�%� �� i �
<br /> (s��������� sf� sr GF-1-P Stiff<5 8' G�-�6�OFCONNECTION fv�1 N ����� f ��, ; GF-1-P WITHIN 8" �.���� GBC-4-P Flg }p— - w ��
<br /> GF-1-P ,5� i ,�� / sf� S SAB-1 �� f GF-1-P � r � ��
<br /> ; � GBC-6 1� � ` ' ' OF CONNECTION ' Sf a� s �' s �
<br /> � s r� = GBC 4 P FI 5 ; l, P GF-I-ROT-P ��- � ; S�{GF-1-P '� � Sf�-{GF-1-P FLG. �/4" c.�
<br /> Stiff 5/8" g /�" � ' � �� f At extended `n
<br /> f GF-2-P Sti =5/8" �F 1 P I FLG.t �1/2
<br /> GF-1-P (OPS.SAF-1) GF-1s f � TVP.Parcrw�wEa GF-1-P f GF-1-P �fr�2��
<br /> GF-1-P }—�-� , � � lates onl
<br /> ' WITHIN 6' OF CONN. � GF-1-P FI _5/8' i��-- -1-/� SiiFFENE�z SAB-2 FLG. ' f 112" � o ' '�-<GBG4-P FLG. �."
<br /> MINIMUM f � � � � sf � tsEe oErai�o� Z�Z�t� 1 • � i ; , GBG4-P Flg -�/2" �� � P Y
<br /> = '—� � GBC-2-P w/2.5:1 � Sf �\ h Stiffener may SF�-{1/2'�GF-1-P FLG.�3/4" " '
<br /> �Tr-ansition weld '� FLANGE SPLICE OETAIL have holes 5
<br /> `��:�cF-i ,� GF-1-P(OPS. SAF-1j WITHIN � ( �_� sf � At extended �
<br /> GF-1-P(UPS. SAF-1 ` 1� at stepped 6"OF CONNECTION MIN ' Sf ° f� ;f �'' PARTIAL � � plates only
<br /> � GF-1-P FI� sl/2"�°-�— ��y
<br /> ) ` _ ��; joints cF-i-p �� �d
<br /> WITHIN 6" OF CONN. ;�5�� - ` s' WEB STIFFENER FLf1NGE BRAC'E CLIP PIPE COLUM/V BASE OETAIL I �� �� �GF-1-P Flg�l/2"
<br /> MINIMUM ((tf f��,GF-1-P SPLICE OETAIL-RAFTER �
<br /> f L/2 RIGIO FRAME COLUMN RIGIO FRAME COLUMN �'
<br /> HAU/VCH OET�IIL-COLL/MlV BASE OETAIL WITHOIJT BRACIlVG BASE OETAIL WITH BRACING
<br /> �
<br /> A WELOIIVG ENGINE'ERING STAIV�AROS g WELOI/VG ENGINEERING S7AN�AROS C WELOING ENGINEERING STA/VOAROS � WELOIIVG ENGI/VEERING STANOAROS E WELDING ENGINEERING STANOAROS F WELOING ENGINEERING STAIVOAROS G WELOING EIVGINEERI/VG STA/VDAROS � �
<br /> �
<br /> � GOVEFNS NE D S1ZEE �
<br /> GF-1-P ,: sf � 1YP.FULL VdE6 ST[FFENER � TORCH SLOT IS MADE FOR Piate to Flange/Stiff Plate to Web � �
<br /> � (SEE DETAIL D) - FIT-UP PURPOSE IN THE GF-1-P O S SRF-1 �"�
<br /> S f co ��te t 3/16 �4te t 35�� S f� � p • � � �
<br /> GF-Z-P :-S� �,.� CGDEN. i�l5 PREPARED FOR .
<br /> i/n i�4 iia 1/a GF-1-P i
<br /> f � � U`/ELDING AT FINISFI WELD � 3�ZF) L�2
<br /> SiATION ACCORDING TO 5/16 1/4 5/1G 1/4
<br /> GF-1-P ` s� -� ��� � � � 3/16�� P
<br /> 13=` `� GBC-5. SLOT iS SHOWN FLARED
<br /> �` GF-1-P (O s. SAF-1
<br /> "`^(r �_ � DUETOBEND.
<br /> {� �� �--�GBC-6-P [� �� P ) ilz 3/a� i�z sne �
<br /> Sf 10"
<br /> GBC-6-P ; � ��� � p � � � Required at all � Nor_:rHirvN=R��.aTE �
<br /> � t � web slots - � Y GOVcRNS WcLD SIZ�.
<br /> � 3/8" Ml�,X. GBC-S-P � „--,_\ __��,\ -: _ _.-_ _� __- -::__ -:- � aia�zeow�� Weld must be flush
<br /> h� �, _� n.
<br /> � � � Piacec sr with line tangentto ,
<br /> CJNOER�-/UNG CRANE BRACKET ��� V <l�n 3�16 the rod surface& �
<br /> r�ore rH�r�riERr�ar_ -SEE FLANGE SPLICE � GF-1-P `S� , � � �i�6 li� 4„ FBG1-P perpendicular to plate �
<br /> GOVGRNS LVELD 52E � ` 3/16�� ��$ ��1� � -
<br /> DETAIL
<br /> PIATE t S f .
<br /> 12 5/�6
<br /> avoiiii00000iioiiiiiai�•.
<br /> oivioimiy • •
<br /> N
<br /> <025(1/4) 3/16 � �
<br /> 0.25(1/4) 114 � � f �U2 / - - Cfl � "'� �
<br /> o.3�s�sia� siie GBC-6-P C
<br /> �GF-1"P � , � �-
<br /> �� L/2 �yp. � � � i � —� �
<br /> osoo�ijz; s��6 � BRACI<ET DEPTH p8" r 7
<br /> � 3�s CARRIEf? c� UNIBEAM OUTSI�E BENO � ; GF-1-P �� �GF-1-P - - �
<br /> ��� �-j-{GF-1-P BRACKET � � f f o vi -� � �'
<br /> rvP.�a�na� DEPTH �18" FLG �/2" '` r� TYp• �° � '�
<br /> wE�snrFeniE�z 3/16" �
<br /> � (SEE DETAILD) S��-�GF-1-P �,�8�-�-� � � � �l�/h211�10�25?,f2 13�16��� allC� 4��
<br /> GF-1-P ;f ��P z��2 � � � / 6�^ � GF-1-P `sf � laryer in the r'lanye or when holes w �
<br /> �� '�---_` / Typ. - are 13/16"� and larger in the web � p
<br /> I` aRac�:Er �� S f GF-1-P (Ops.SAF-1) Web and within 12." of a flange E(Effective w21d size) = 5/16"(S) O � t= �
<br /> oEvrH DOUBLE SLOT SINGLE SLOT Within 6"of 3/16 L/2 � Q
<br /> �-Sf L-� �I�� TYP.FULLWEB I DETAIANGE SPLICE 3/16 L/2 � �
<br /> I� -�� connection min. GF-1-P �
<br /> GF-1-P ,-$� � STIFFENER � - � J ..
<br /> Sf�GF-1-P (SEE DETAIL D) �
<br /> GF-1-P `Si - S' CANOPY/LEAN-TO BRACKET BACK-UP WELO AT FLANGE/ WEB HOLES ROO GAO CON/VECTIO/V � u� �
<br /> �
<br />� �-�GBG6-P BRACKET GIRT/PURLIIV CLIP
<br /> � DEPTH �18° HAMMER HEAU RAFTER INSIOE BEN� ROO SLOT BACK-UP PLATE OETAIL o � �'
<br /> Stif�ener t f
<br /> <o.zs(i/-�> 3/1� ;�� ` �.GF-1-P BRACI<ET � o �
<br /> 0
<br /> o.3�s(3/a)_ 1�4 DEPTH <18" FLG 1/2'< a ��
<br /> f..r.. �
<br /> asoo(i/z> _ siih CRANE BRACKET OETAIL ��
<br /> H WELOING ENGI/VEERING STANL7AR05 J WEL�ING ENGINEERI/VG STA S /� WELOING ENGI/VEERI/VG STANOAROS L WELOING E/VGI/VEERI/'�f::� STANOAROS M WELOING ENGINEERING STANOAROS /\J WELOING EIVGI/VEE,4I/VG STANOAROS p WELDING ENGINEERING STANOAROS �', ' •f � ""
<br /> . - � s CC
<br /> L } J
<br /> _ � !��
<br /> fIOTE:THINNER PLATE � � ;�� �
<br /> GOVERNS WELD SIZE. �� r � � ,
<br /> i � 3 C �
<br /> Pla�e to Range/Stiff Plate to bVel� � ��� C� �
<br /> ui
<br /> Plaie? Sf Plate t Sf ml . �? �--� � ��-��
<br /> � <i/4 3/�E ;1/4 3/16 ,� ^'-°" py e1 -
<br /> 1/4- 1/4 ��a ��� 3�� �--9/16"° Hole min, � La. .
<br /> 5/16 1/4 5�16 1/4 �t/4t 3/16 GOVERNS�V�E D 9ZE� S � �.�: �
<br />� 5!16" 1/4 025(1/4) 1/4 �
<br /> i�i
<br /> 3{8 5/16 3 8 5/16 _ t f
<br /> 1/2 3/3 1/2 ;/16 ��
<br /> GF-1-P ;�- �j � �i�,,, s/i6 o.s�s�si�)�� s/iH
<br /> - 0.50(1/2) 5/1G � �.,� � �a lll`�' ...
<br /> � C') J I�)
<br /> I I i I
<br /> I I I !,� <`f �> W C��
<br /> Sf�GF-1-P Full depth stiff. ; i :r`''�
<br /> Stiffener - S f at far side ii [�"'�' U p C0
<br /> - �, _..... � r.i,.� � ���
<br /> \ � (see detail "D") i� , �
<br /> Typ. � �--; G B-6-P Strff>1/2" (typ.) �
<br /> -
<br /> -_ _ _ �( � uui��
<br /> ^� r .�,-.,�.�. L
<br /> �-'�� -- � �f I s"�-� GF-1-P � �t �
<br /> � S f'�-<GF-1-P Stiff�112" s,, f � I �^.
<br /> _ _ (Typ.} A GF-1-P � �
<br /> J �
<br /> — ��II-� "�� Y,,..,,,,,,,, �e��,� 3� � � v �a
<br /> � � ��
<br /> � ` 0 W c�
<br /> 1� � � ��
<br /> � _
<br /> -� GF-1-P w/2.5:1 Transition r i,-� LL���
<br /> weld at stepE�ed joints SECTION A-A ''`�� U �i
<br /> (TYP•) � � �.�
<br /> SHOP NOTE:
<br /> l.All structural parts to have at least tavo holes,9/16"dia.
<br /> minimum,located 3"in from the referen�e flan e within 1'-0" �4?;
<br /> ENOPQST/SOLOIER/LEAN-TO 9 - ;�
<br /> CUT IN GLATE �ETAIL from each end of the piece.General tolerance on the location O C}So� '�'r� �
<br /> CQLUM/V BASE L�ETAIL can be;2"from the reference flange.The location from the ���2 �� �� r,
<br /> ENO POST OETAIL top or bottom of the part must be 3"or more from the inside �, `, ; ,, �„ r
<br /> — ;S, � ��?'" ` o;�� �
<br /> of the plate,as shown above,to avoid stress fractures. � i ���� II ; �i T Q �., ,
<br /> t � � � r... >
<br /> i �� 6� ,� 0 � .
<br /> 2.If a part already has brace rod slot or other hole located �E J'� � � �
<br /> within the tolerance area,a drain hole does not need to be added. �l `S Y
<br /> 3.A sidewall column is shown, rafter is similar. p`L��4
<br /> (,� WELOING E/VGINEERING STANOAR�S R WELOING EIVGINEERING STANL7AR05 ,S WELOING EIVGIIVEERING STANOAR�S ]- WELOING ENGI/VEERING STA/VOAROS "'
<br /> J � - -
<br /> N �
<br /> � Q
<br /> O �
<br /> �
<br /> O
<br /> J �
<br /> � m '
<br />�
<br />�
<br /> �
<br /> �
<br /> �
<br /> U
<br /> a�a�a�a�a�a �
<br />
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