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<br /> �
<br /> ERECTI �� DRAW6NG PART MARK :
<br /> BRAGE � FRAME BfZACE "
<br /> LOCA7IQ N L4CATI4N R40 F'
<br /> �ECONDARY
<br /> '�A�L BRACE ►��r�sER � _
<br /> �og �*t x��� j AaJUST, �QDES
<br /> � AQJIJST. ��DES � ,
<br /> ROQ s�or BacKirtc ° _z"� ° � GAGE GAGE r
<br /> P�a,-r� �A�r �xisr a o _ � � EIGNTNS �
<br /> I� – – -- -- --- – – EIGNTHS . IN�HES LEf�GTH t�'
<br /> �— F��rc� eftnce INCHES LENGTH rnillimeters � `� " � � �
<br /> � �� GFB—� OR {HF8—}
<br /> ti t (miClimeters)
<br /> �I CLIP REQ'D Wf
<br /> THICK F�,4NGES FCANGE BRACE WILL TYP(GALLY S�A�� SHAPE
<br /> f� CONNEGT TO THE WEB OF THE •
<br /> HARDWARE INSTALLED •U FRAME ME�lBER. DEPTN DEPTH � A� � � � �E R
<br /> IN THfS ORDER: CflUNTER
<br /> h;
<br /> HILLSIDE WASHER � � �. '
<br /> F�T ���H�� „e�, � c�� oPY �c} /� ARTiTio � {� � / :
<br /> FLAT WA�HER ��A�� ALTER{yATE CONNEC7lONS �
<br /> a�P�� S�AP� �A�� R �o�� � } /wa��( w) � � � � �R �
<br /> HEX NUT QEPTH SHAPE GAGE
<br /> FLANGE BRACE REQt11REMENTS: 47 = 7" Z = ZEE 11 = 0.1 �3 py = 7x ZS = ZE�
<br /> a� = � �/z" � = c�� �2 -= ao�a � � � a.� ��
<br /> WAShiERS RULE#1— Af�L FLANG� BRACES aN CRaSS S�CTIONS MI�ST BE INSTA�LE�?. 10 = 10" E — L(7W EAVE STRI�T 13 — Q.088 �� — �' �/2" CS = CEE 12 = 0.098 f� { i ! I D� � � s N t�P E
<br /> RQD DIA. NUT A B NILLSEDE RULE�2— SINGLE FLANGE BRACES ARE REQUIRED WNE�d PART MRRK ON H = H1GH EAVE STRUT 14 = 14° ES = LOW EAVE STRUT 7� _ �}.pgg L,� tJ � 1..,
<br /> 3 8" 0 9 5 3 2 1 O g 6 4 a� 4 6 0 4 Q 0 4 3 6 5 7 C R Q S S S E�T l O N I S N O T A C�t�M P A�I I E D B Y �2}, 11 = 11 1/2" 14 = Q.079 HS = HIGH EAVE STRUi�
<br /> 1 1 = 1 1 ��z" — �� — � Q 7 g THE BAY/BU �1D�E C O a E I a E� T I F I E S
<br /> 1 2" 0952�� 095872 a�5�46 043657 RUL��3— FLANGE BRA�ES ARE REQUIR�D B4TN SIDES �F THE FRAME WEB �5 = 0.073 BB = BACK TO BACK GEE
<br /> 5/8" 0�5233 0�5945 �95�4� U43657 WHEN PART HiARK iS ACCOMPANIED BY (2), 1 6 = a.o�a �8 — F a C E r U B A C K C E E �5 = 0.0�3 .
<br /> RULE#4— WHENEVER POSSIBLE PLACE SINGL.E BRACES TOWARQ THE 17 = C} 060 FF = FACE TO �ACE CEE 16 = Q.668 TH E C� lJ � ��� � � � �� �P Y�P A R Tf TI �� � _
<br /> 3 4p 495235 095946 �95948 043658 ,
<br /> 7/8" 095237 E195947 Q95948 043658 CENTER �iF THE $UILDING. 17 = O.O�i�
<br /> , Rv��#5— w��N�vE� passis�..�, p�ac� a�� sin���� g�ac�s oN ��� sa�E .`� R �0 F�/�UU A LL P L A�I � A N D B A Y ' _
<br /> 1' 0952�8 Q9594B G�959�9 �4���� SIDE 4F THE FRAME WEB. `
<br /> 1 1 8" 095239 495949 (?95948 043659 „ �
<br /> �`* 10" & 11 1/2" PURLINS REQUFRE 3 BaLTS AT EAGH �E�1D flF PUR�IN IAP. t
<br /> ttEv. �A7E o5/�o/�o REv. No.01 REv. 61�1E:o7j4t/o9 REv. NO.oo ������� REY� DATE;07f 61,/C19 (�V, N0,GO REV, DATE;o�/a1/as REV. N0,QO REY. DATE;01/31/13 REV. N4.Ol
<br /> ROD BRACING THRU f�OD SLOT T"�PI�AL FLAI�GE BRACE C(�NN SECONDA�Y PART MARK NUMBER SPECfA�. S�CC}NDARY PART MAR{� KEY SECONDARY BUN��E L�aCATIaN KEY -
<br /> BRQCAE P SHQWN Cdf�T. GIRT c4c SIMPLE F'IJRLiN EN51 � 1 COMM4N GEN�RATE(7 MARK NUM�ERS EN51 82 COMMQN GEN�RATED MARK NUMBERS EN51 B3 AL�. SECONDARY DEPTHS
<br /> CONT. PURLIN I_A ,
<br /> I LAR _..- -- - __.____ ____- �__.._- - ____- - - __ --
<br /> B R02H 1 GOLUMN SHOWN / RAFTER SIM --__ -___ _____ _-- --- -------_ _ _---- _---- --- -
<br /> 2 1/2„ 2 5/&�� .
<br /> ZEE GIRT SHC7WI�
<br /> � GEE GIRT SfMlLAR � �
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<br /> GIRT FILI�ER ANGLE
<br /> ' �GFA—� Wl (4� 55307 '
<br /> . ,
<br /> �� & 8 1/'�" �IRT �L1P {PG1)
<br /> 1 Q"' & 11 1/2r' GIRT CLIP (GCQ—}
<br /> 2 1�2" 2 5 f 8" MAY �E SH�}P GIRT CL4P (G�E—)
<br /> ZEE GIRT SHaWN WELD�D (GC1 OR GCA—)
<br /> MAY BE SHOP
<br /> CEE GIRT SIMILAR V'JEL�ED (GCB_ OR GCL}
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<br /> ' 7 , 8 1/2", 10R GIRTS ,
<br /> REV_ DATE07/�ij09 �Ev_ Na_oo f UR���j ,q,�a (;�f�T . S�Z�S REv. €aan�:o�/0�/09 REY. N0.00 (���T �QN�. ,�T �QLU�� REV. L}ATE:11/(]2J11 REY. NO_4t G�R-�- �(��,f�,j. �,T �dLUM� ,
<br /> EN53F� 8 1/2" 21�mm ���� �� OUTSET 51MPLE GIRTS WS01K2 SPECIAL SEfi OR FLUSH GlRTS OR INSET LARGE FLANGES
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<br /> Ft�R CO��STRUCTIC�N �
<br /> THE VP ENGINEER'S SEAL APPI.IES C3NLY VP Buildings
<br /> 1. UNLES� �IOTED, USE 112 X 1 1/2 A325-N BUL,.T(49�8fl)AND NUT (4712Q)e TO THE W4RK PR4DtJCT QF VP ANQ VP BUILDINGS.� fT !S PROVIDED SOLELY FUR EREGT�NG�THE BUfLDIfdG DESCRf�ED �
<br /> UL.
<br /> W/O WA�HER�. �NUG TIGHTEN BOLTS Ft?R AL�. SEGON�ARY CQNNECTI(�NS. DESIGN AND PERFC?RMANGE iN THE APPLICABLE PURCHASE ORDER AND SHALL N�JT BE MODIFIED, REPRQDUCED 320Q Piayers Club Circle Memphis TN 38125 WALL SEC�NDARY ED
<br /> 2. FLANGE BRACES ARE AN INTEGR�1. PART{�F TNE SfiASILITY t7F THE
<br /> REQUIREMENT� SPECIFIED BY VP: THE OR USED FOR ANY C�THER PURPOSE WfTHC}UT PRIOR WRITfEN APPR4VAL OF VP
<br /> PRIORTQ EREGTIC?N VP ENGINEER'S SERL DOE� �J4T APPLY BUfLDiNGS. R�v oaz� sv oEscR�P�r�o�, gu��o�R �o�mercial Design Cc�nsuftants, ��Q���$�
<br /> STl�UCTUR,AL SYSTEM ANQ MUST BE PFtOP�RLY INSTALLED cusTQ�n��
<br /> OF WA�L.AND ROOF �NEETS. TO 7NE PERFC�RMANCE tJR DESkGN t�F THE GENERAI. CQNTRACTOR AND/QR ERECT�R IS St�LELY RESPONSIBLE FOR ACCURATE � Q�/�4/2t}15 SH FINAL DRAWINGS Boeing Cornmercial �rplane Group aATE
<br /> ANY C?THER PRODUCT OR COMPONENT GOQD QUALITY lNaRKMANSHkP IN ERECTkNG THIS BUILDfNG �N ACCORDANCE WITH THIS �°�Ar10" Everetk Washin ton VP BUfLDIN�S ��2������
<br /> 3. REMOVAL UR P,L�TERAfilO�J (JF ANY C4MPC�NENT IS PR{)HIE3ITED. �URNISHED BY VP EXCEPT TC? ANY DRAWING, DETAfL� REFERENCED IN THIS DRAWfNG, AL.L APR�.ICABLE VP BUfLDINGS ' g u��o�auoEN ��wNrcHECK
<br /> DESfGN �R PERFt�RMANGE
<br /> ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAfNING TO RROPER EREGT10�1, �Ro.r�cr Deicing Truck Storage �anopy SN1/
<br /> REQUI�EMENTS SPECIFIED BY VP. INCLUDfNG TME CCIRRECT USE O�' TEMPORARY BRACIf�G. �T� su��°�R'sP°# ��_��pg Vi'CVERSION: �O��J,2c �A�E20 ;
<br /> 2/22/2�116 SE�Sheet 14:28:54 F'�E'�annE: Boeing Deieing Truck Storage Building adivisianofBlueScopeBuifdirx,�sNo�thAmerica,���. ,
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