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<br /> ROflF PANELS MUST BE ATTAGH TD 5118 EREC�ICyR) NOTE: ERECTICjN NQTE;
<br /> � FRAME PURUNS WITH �LIPS tlR FASTENERS
<br /> LOCATION �qeaTioN R°°� � ar sr,aN��o �.acaTEor�s. RoaF � CHANNEL BRACES THAT END ,4T A PURLIN
<br /> sec�r�oARr �a�v��s oo Nar arrac►� ro su� �a�es. WHEN A GHAf�NEL BRAC� D��S NC}7 LINE UP WITH ANC7THER WEB, BUT DQ NOT HAVE TABS TO BEND AND
<br /> �n�n�s�R CHANNEL BRACE OR fiNE SLOTS IN THE PURI..IN iNEB FOR "
<br /> STAN�A�o PUR�j�v A DROP PIN CC3NNECTI0�1 BENp THE CHANNEL TABS T4WARD � SECtJRE. 1NS�RT CLIP (544�15) THRC�UGM
<br /> CHANf�EL WEB SLOTS AN� USE A DROP PI�! �Q ATTACH
<br /> �*� «����� � THE PUR�IN WES AND USE A SELF-DRILLER (55307) TQ AT�ACH. PURLIN BRACE ' TQ CHAI�NEL BRACE.
<br /> i
<br /> � ?�-�— o i {a.a i/4-�� x rt i/4p s eL�a Rur� (CPB-}(TYP.�
<br /> 0 o sr�ucrutu� FasreN�� r1l 1 4" X 6 1 /4"
<br /> — —— ———— —— ENDWALL Rf1FTER (55347) TYPICAL ` J / !
<br /> w��N suPpo�� c�� (2) 1 j�-14 x 1 1 j4" DRQP P!N (097556}
<br /> FIANGE BFtAGE
<br /> sPuc� is �E�uiR�a cEE suPPORr ' (2} 1 f4-1 � x 1 1 f4" STRUCT. SCREWS �
<br /> (GFB—) OR (HFH—) 3„ STRUCT. SCREWS {�J�JJ'�Q7�
<br /> CLIP REQ'o w/ sTp�vt��ta PURL�N (55307} (2} 1,/4-14 x 1 1�4"
<br /> THICK fLANGES FLANGE BRAGE WILI IYPICALLY
<br /> COt�NECT TO 7HE WEB QF Ti1E ���A*��� ��
<br /> FRAME MEMBER. � , , SEGTION 'A' I � (553(�7) SCREWS
<br /> Z Q q CHANf�EL CHANNEL
<br /> a a �- SUB PURUN � �Rf�C� BRA�E ._�
<br /> �' `� � ) ( ) �
<br /> CF�E3- CPB-
<br /> Z 4 z � CEE SUPR(7R7
<br /> � �j ¢ (TYPI�AL) ,
<br /> ALTERNATE CONNECTIONS a � N STANDARD F'URLIN / � �
<br /> � z— � !
<br /> � � ...4 (4} 1/4-14 x 1 1/4"
<br /> �LANGE BRA�E REQUIREMENTS: � a s�ucru�L ��sT�w�R � PURLIN
<br /> RUL.E#1— ALL FLANGE �RAGES ON CROSS SECTCaNS MUST BE IN�TALLED. � �' ��5�°�� ����� —
<br /> RULE#2- SR�JGLE �LANGE BRACES ARE REQUIREd WHEN PART MARK ON � � ���� P�RUN DET/�EL BRU9�1(; WEB ENdING CLIP
<br /> c�ass sEc�rto� is €�o�r acco�pahliEa a� (2}. W (0544015)
<br /> W PURLIN PURLIN
<br /> RULE#3— FfANGE BRACES ARE REQUIRED 80TH 51DES OF THE FRAME WEB �' (1� i�4" X 6 1,4"
<br /> WNEN PART MARK 15 ACCOMPANIE�} �Y (2). �vE stRur
<br /> RUL..E�4-- WHEfdEVER 1�OSSlBLE, PLACE SIRl��.E BRACES TOWAF2D THE ,...I � � DRQF' PIN {097556�
<br /> CENTER OF THE BUILDING. � US� WHE�J CF{ANNEL BRAGE �JSE WNEN CHANNEL BRAC� (lYP. PER �AGH END}
<br /> D��S LINE UP VVITH TNE DC��S NOT L.iN� UP WlTN USE WHEf� CNANNE� BRACE USE WFl�N CHAN�IEL �RACE
<br /> RU�E#5- WHENEVER POSSIBLE, PLACE AL�. SINGLE BRACES ON THE SAME ��'� ��"� �°�Ar�°� DOES L1NE UP WITH �HE DOES NC�T Lff�E UP WITN
<br /> SIDE t7F THE FRAME WEB. p�� o�s��� SLOTS IN THE PURLIN WEB. THE SL.OTS !N THE PURLIN W��.
<br /> SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB.
<br /> ** 10" & 1 1 1/2" PURLINS REQtJIRE 3 BC7LT5 AT ERCH ENd �F FlJRLIN �AP.
<br /> REV. DAl"�:Q4/01�11 REV. NQ,01 REY. 6ATE.fl4�01�11 REY. NO. 01
<br /> R�,. oa,��io,i� REV. N�.Q6 �PICAL FLANGE BRA�E CONNECTIQNS fl�`. °"'�°'�°,�°� ��". "°.°° C�Rf�ER ZC?NE BRACIN�G C�I�NNEL BRACE E�DING AT PUf�LIN WEB R�. oAT�o7ia,i� REY. ND.Op ��NGLE C�IAN�IEL PURLIN BRACE CHRNl�E� BRACE E�JDING AT PUR�IN WEB
<br /> BRC?�AE CpNT. P�lRLIN LAP SN4WN, CONT. G�RT �e SIMPLE PURL.IN BR09F�F� ROQF PLAM1I VIEW (CEE SUPPC�RT) ��Q9`��' SELF-DRI�.LER WITN BENT �ABS BRQ9�H ENDlNG AT PURLIN WEB L4CAT10(� 8�09�R WEB E�lDING CUP WITH DROP P{N
<br /> aT EavE STRUT BEn�D ��a fia�S END FRAME INT. FRAME INT. FRAME INT. FRAi�E
<br /> USE (�) 1/2" AND USE {2) 11/32" X 1 1/4" T-45 GRAY � END BAY � � IiJTERIOR BAY �
<br /> USE (1� 11/'32" X 1 1/'4'° GALV. HEX NUTS SCRUBOLT (Q97352) At�D SCRUBOLT NUT (097267) a
<br /> T-45 GRAY SCRUBQLT (097352} �47�20} LOCATE (HEAD 0� SCRUBCILT T� gE �N (7UTSIDE OF EAVE STRUT)
<br /> SCRUBOLT NUT (497267) {1} NUT ORI EACH (1) PURLiN BRACE
<br /> HEAD OF �CRUBOLT TO SIDE C}F PURLIN EAVE F�URLIN SEE F`ACE QF � CNANNEL � � � Q � � � � � Q
<br /> 1 PURLIN BRACE
<br /> BE �N OUfiSiDE flF' USE TOP NOLE OF BRA�E ASSY. EAVE STRUT VI�W GMANNEL CHANN�L
<br /> EAVE STRUT ANTI-RaLL CLIP F0� TAB ATTACHMENT PURLI�1 BRACE
<br /> IF PRESENT. ,� (PBA-� �GPB-)CTYP,) � (2) PUftLIN BRACE
<br /> GHANNELS � � � �
<br /> /� �2) PuaL�N BRacE � � � o
<br /> � (3) PURLI�1 BRACE CHANNELS
<br /> � GHANNEI,.S � > > Q
<br /> �
<br /> l '�
<br /> (4) PURLIN BRACE ' � 7 ' (4) PURI.I(� BRACE � � ' �
<br /> �HAN N ELS C HAN N ELS
<br /> EAVE S RkJ T � f � -�- ,�'`�- -�- -�-
<br /> � � ��� TYPICAI._ � 3» TYPICAL
<br /> � C�USTER � CLUSTER
<br /> � PUR�lN � � STANDARD NOTES; � STANDARD N4TES: � �
<br /> �9
<br /> � � - PURLkNS HAWE �LUSTERS QF 4 HOLES FOR ATTACHIN� PIJRLIN BRA�ES. - PURLiNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLII� BRACES.
<br /> � THESE C�USTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BEL�W: THESE CLUSTERS ARE REPRESENTED BY OfJE OF THE SYM84LS BELQW:
<br /> EAVE PURLIN BRAC� USE (2) 1 f 2" GALV. H�X EAVE � PURLIN p - DQ kh1QT I�fST�1�L PURLIN BRACES AT THIS CLUST�R �.Q�A,T{QN. �7 -- QQ NOT fNSTAL.L PURLIN BRACES AT THIS C�USTER L..00ATION.
<br /> EAVE STRUT (PBA-) AT 8 1/2", 10", h1UTS (47120) �QCAT� (1} STRUT
<br /> BRACE STRAP 11 1 f2" PURLINS. Nl1T EACH SIDE �F RURLlN ] - INSTA�.I. PURI..iN BRACES AT THIS C�UST�R LQCATI(�N. ] -- INSTALL PURLIN BRACE� AT THIS CLUSTER �OCATIC}N,
<br /> (ESBS1) AT 8 1/2", (NflT REQ. AT 7" PURLIN EAVE PURLIN � (1 ) 1 j4" X 6 1/4" ��� SECON DAR'Y ROOF DRAWING FQR BRACE REQUIRENfENTS. SEE SEG�NDARY R4C3F QRAWING FOR BRACE REQUIREMENTS.
<br /> 10 11 1/2 EAVE STRUT T� 7" EAVE STRt�T} BRACE ASS1`. C7ROP PIN (097556)
<br /> (JCP051G50) AT 7" EAV� STRUT p���E� (pBA-)(�'YP.,I (TYP. PER EACH E(�Q) �` 1NSTALL PURLIN BRACES AT THE RIf�GE ANQ WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT �FHE R1DGE AND WQRK TOWAf�D THE EAVE.
<br /> � � AV� STRUT �pT�; SEE ERECTlON DRAWINGS - CNA�lN�L BRACE MAY B� �.�CATE� IN EITHER SET' �F� SLOTS iN CLUSTER - GHAN(�EL BRACE MAY BE LOGATED IN E�THER SET OF S�OTS IN CLUSTER
<br /> � Ft�R LOCATlQN
<br /> FOR LOW QR HIGH �AVE [..QCAI"IC3NS. �= PROVi�ED THEY ARE ALIGNED FROM EAVE TO EAVE ffV A GIVEN BAY. PROVIDED THEY ARE A�IGNE[7 FRUM EAVE TQ EAVE IN A GIVEN BAY.
<br /> REV. DAlE01/�7/13 REV. NO_�4 EAVE BRAGE STRAP AN� EAVE PURLIN gRACE R�. °A�_,',r26,�,� �Y_ "°_� EAVE STRUT BE�ACE REV. DATE07�(?ifQ9 R�,. ��.nQ ����LE CHANNEL PURLIN BRAGE REV. DATE:07J4}1/44 REV. N4.60 PURL��1 BRACE C�USTER �aCATIaN REV. DATE:t37/Q1/(D9 �, �a.� ��RLIN BRACE CLUSTER LOGATlC�N
<br /> BRQ9K2 �QCATED A7 EAVE - �ENTER�INE aF �FZAME ������ BRd9PN INTERMEQIATE LO�ATI0�1 BR�9RY END 8AY GHANNEL LOCATi�N g�QgRZ INTERIOR BAY �HANNEL LOCATI�N
<br /> ERECTIC��1 C�RAUUIN � PART MARK
<br /> . � - - � 2 1/2„ 2 �,�„
<br /> ADJUST. CC�DES ADJUST. CC�DES �
<br /> GAGE
<br /> GAGE -�-
<br /> EI�HTHS � � �
<br /> EIGHTHS INCHES LE�JGTH � �, J 1
<br /> INCHES LENGTH � V V I � � � �'�
<br /> millirneters , rn�llimeters �`"
<br /> � � �""" �� '��'�`'�� '�'�
<br /> SNAF�E -
<br /> SHAPE �, `� � � �
<br /> aEPTH a��T� B A Y N U � B E R 4�� � � � : � � �"
<br /> GC?UNTER
<br /> LI P � ,.�' i� �
<br /> c�� o�� �c� /P �rRT� T� a� C� � /
<br /> SHA.PE GAGE ��` ��
<br /> ����H ��PT�► ����� ���� R 0 C��( � }/W A L�� V�l� f� U M � �R � �� �
<br /> 47 = 7" Z = ZEE 11 = O.113 Q� = 7„ ZS = ZEE 11 = t�.113
<br /> ��
<br /> a8 = 8 1/2" � = GEE 12 = 0.098 p8 = 8 1 j2" CS = GEE 12 = U.�98 � ( � I L�}I � �j �I I f�� L �
<br /> 3 g - .��" E = LOW EAVE STRUr �3 - 0.08& , �� ES = L�W EAVE STF�IJT C�J L1 i
<br /> „ H = HIGH EAVE STRUT 1 0 = l a 1 3 = U.Q g 8 ��,��;
<br /> 1'� = 'I Z 1/2 14 = C}.079 „ HS = NIGH EAVE S�RUT
<br /> 1 1 = 1 7 1/2 BB = BACK TO BACK CEE �� _ �.��� � 1/2„ 2 5�8,.
<br /> 15 = Q.073 ������� .
<br /> � ,� — �.06� �� — FAG� T� 8��� �E� ,� _ �.��� TN E B A Y/B U f� D LE C 0 D E I Q E�! TI � E� .
<br /> �7 = a.o�a . �-F = �-A�� T� ��c E �E E '� — °,��� T N E B l� 1 L D I �1 � C A f\I C.�I� Y f P �R T I T I �N � ����/2�� �
<br /> �� = o.aso
<br /> ROC�F/WA�� PLAf� � Af� D BAY
<br /> ,
<br /> REV. DATE:Q7/01/05 REV. Ni}.00 REY. C�iTE;07j�i/!?9 #tEV, N0.QQ REV. DA'TE:01 j31 ji3 ,REV. NQ.61 REV_ D/+T�07 f01 J09 REV. N0.00
<br /> SECC�N�ARY PART MIARK NUMBER SPECIAL. SECQNDARY PART MAR4� KEY SECONDARY BUNDLE LOCATIQN KEY PURLiN ANQ �IRT SIZES FOR CC)NS7RUCTIC�11�
<br /> EN51B1 C�MM4N GENERATED MARK NUMBERS EN51 B2 CQMMON GENERATED MARK NUMBERS Ef`151g3 ALL S�CONDARY DEPTHS EN53F1 8 1 f2" 216mm
<br /> THE VP ENGINEER'S SEAL ARPLIE� 4NLY � � �IP Buildings �
<br /> 1. UNLES� N{�TED, USE 1/2 X 1 1/2 A325-N BOLT (49a84}A,NQ NUT (47124} TO THE WC3RK PRC}GUCT aF VP AND VP BUILDINGS. fT IS PROVIDED �ULELY FOR ER�GTING TME BUfLDING DESCRIBED
<br /> W/O WASHERS. SNUG TIGHTEN BC,�.TS FOR AL�. SECONQARY CC}(`+INECTIQ�1�. [?ESIGN AND PERFORMAN�E IN THE APPLfCABLE PURCHASE C3RDER AND SHALL NOT BE M4DfFfED, REPI�ODUCED 32QQ Players Club Circle Memphis TN 38125 ���F SE�i���A�►� �EQ�S
<br /> 2. FLANGE BRAGES ARE AN INTEGRAL PART(JF TNE STABIL.ITY C?F THE REQUfREMENTS SPECkF[ED BY VP. THE OR U�E13 FQR ANY QTHER R'URF"USE W{THOUT PRfOR WRITTEN APPROVAL �F VP
<br /> STRUCTUR�AL SYSTEM AND MUST BE PRQPER�Y INSTALLEL� PRIOR TO EFtECTIQN VP E�1GkNEER'S SEAL. Ctt?ES NC)T APRLY BUILDIIdGS. ��v aa-rE aY oEscRi��inN gui�a�R
<br /> RA Commercial D�sign Consultants 15-02308�
<br /> OF WALL Afi�lD Rt�OF SNEETS. T� THE PERFQRMANCE �R DESkGN OF THE GENERAL CONTRACT4R ANDIOR ERECTQF� IS SQL�LY RESPQNSIBLE FOR ACGURATE � Q2/24/2p16 SH FINAL DRRWINGS cus-ror���goeing Commercial Airp(ane Group oaTE
<br /> ANY Ql'HER PRC�DUCT 4R �QMPQNENT GOOD QUALITY Wt7RKM,ANSHkP fN ERECTiNG THkS BUILDING IN ACCORDANCE WITH THIS I.00ATION 3/2812�15
<br /> 3. REMQVAI_ QRALT�RATION OF ANY CUMP4NENT IS PR�JHIBITED. Everett, Washington VP BUILDWGS
<br /> FURNI�HED BY VP EXCEPT TU ANY DRAWING, DETAIL� REFERENGED IN THIS DRAWlNG, ALL APPLfCABLE VP BUILQINGS o�awN�cti�c�
<br /> �Ro��cr � g PY UPRGQPRUDEN
<br /> DESIGN QR PERFQRMANCE ERECTION GUIDES, AND INDU5TRY STAN�ARDS PERTAfNING TQ PROPER ERECTION, Deicin Truck Stara e �ana SHV
<br /> REQUIREMENTS SPECf�IED BY VP. INCI�UC}ING TH� CQRRECT USE OF TEMP4RARY BF�CING. �yTs $u��°�R'��°� ��_��pg vPcvERs�or,� 2015,�C P�GE,��
<br /> 2122/2Q16 SEDSheet 14:28:47 �'���"'�� Boeing Deicing Truck Storage Building �d[visionofiBlueScopeBuildirx�sNorthAmerica,in�.
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