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CONNECT BEAM
<br /> � TO STIFFENER PL 3/a"�A325-N T/STEEL
<br /> ' EL. 133'-0" � MONORAIL
<br /> � EQ. EQ. •
<br /> /4" 21/4" 2 1/4" /4'
<br /> 3/"STIFFENER PL SIM.TYP. �
<br /> W18, SEE PLAN
<br /> B 4 PLC'S 502-1 FOR BEAM,
<br /> * IF INSTALLER FINDS IT NOT POSSIBLE 13/16"x1-7/8" I
<br /> TO TORQU� BOLTS TO SLIP-CRITICAL '�4, LONG-SLOTTED 1/2" PL,TYP. 502-1 SEE PLAN
<br /> REQUIREMENTS, INSTALL BOLTS HOLE,TYP. T/STEEL
<br /> STIFFENER PL 3/16 SNUGTIGHT. IF BOLTS ARE TORQUED TO _ _ � f EL. 133'-0"
<br /> SLIP-CRITICAL REQUtREMENTS, � OO OO �
<br /> 3/8" DIA.x 8 1/2" �4 WELDING OF THE WT IS NOT NECESSARY �— � � - - - - - - - - (
<br /> LONG LEVELING 1 3/4" 5l16 �� * WELD BY � � I I I 0 � I _
<br /> R O D T Y P. 4 P L C'S 3/4 DIA. A490-SC BOLT 1/4 E N C O R E,T Y P, � � AUTOMATION 1l4 � O O �
<br /> (CLASS A FAYING SURFACE) N W18, SEE MONORAIL O O
<br /> WELD BY 3/8° DIA. LEVELING ROD � PLAN 3/8" STIFFENER BEAM RAIL BY
<br /> ' MANLIFT
<br /> 114 1/4 1" ENCORE,TYP. — - - x 8-1/2"LONG PL. � 4" INSULATED M AL SUPPLIER(TYP I SUNSTEEL TO �
<br /> yyl' � 0 � � � PANEL. SEE ARC 'L 4 PLACES) � PROVIDE SHIM 4" 4"
<br /> WT6x32.5 x10" LG T/X-RAIL � � � Z � w � DWG'S FOR DET LS �
<br /> PLATE TO
<br /> (TRIM PER SECT , „ � � O p p � MATCH FLANGE 502-1
<br /> EL. 131-0 � I i �
<br /> B/S502-19) I I ' I 1 c� R N 6,_�„ 4'-104" 4'-104" 6,�„ THICKNESS PLATE
<br /> � �
<br /> X-RAIL BY LPI UNDER ENCORE 1-1/4"p� 502-1 � I � WASHER BY
<br /> SLIP CONNECTION ( � AUTOMATION CONTRACT I � I I DEMAG
<br /> BY LPI
<br /> 3/4" � � _ � � SHIM PACK BY
<br /> 3l4" SHIM PLATE � � `� � � DEMAG
<br /> B NOTE: BY LPI _ _ � � 1l4
<br /> 502-1 TO ALLOW FOR DEFLECTIONS, DO NOT 3/4" DIA. CLAMP CLAMP PLATE
<br /> PLATE
<br /> � 4 5/16" 4 5/16" PERFORM FINAL LEVELING OF BOLTS 502-1 BY LPI 1 1/2" 8" 1 1l2° BELO BY PCH � EMAGR BY
<br /> MONORAIL UNTIL AFTER ALL EQUIPMENT
<br /> 51/4" 51/4" HAS BEEN INSTALLED ON THE ROOF 3 3/4" 3 3/4" UNDER DEMAG BELOW BY PCH
<br /> MONORAIL
<br /> CONTRACT
<br /> UNDER DEMAG
<br /> MANLIFT X-RAIL SUPPORT DETAIL A MANLIFT SUPPORT SECTION B SECTION
<br /> C CONTRACT
<br /> SCALE:1 1/2" = 1'-0° S502-19 S502-19 SCALE:3"= 1'-0" S502-19 S502-19 �� - ��
<br /> SCALE:1 1/2 - 1'-0 S502-19 S502-19
<br /> SECTION o SECTION E
<br /> SCALE:1/4"= 1'-0° S502-4 S502-19 SCALE:1 1/2" = 1'-0" S502-19 S502-19
<br /> 1'-8°
<br /> 3/16
<br /> 4.W18 — 2�� � MONORAIL
<br /> 3 314" 3 3/4" 2�� $�� 8�� 2��
<br /> (2)3/4"DIA.A325-N 13/16" DIA. HOLE FOR BEAM,SEE FOR BEAM, %a"QS A325-N
<br /> T/STEEL
<br /> (3)3/4 DIA.A325-N 2114 21l4 FOR 3/4 DIA. BOLT SHEET S502-5 (3)1"DIA.A490-N SEE PLAN EL. 133-0
<br /> L4x4x1/4 WT6x32.5 �� �� �� N � „
<br /> (TYP.4 PLCS) I ! CONNECT BEAM
<br /> TO STIFFENER PL
<br /> �N
<br /> FOR BEAM, FOR BEAM, � BASE PL 1x13x1'-8° ( I Ca� \ 22x50
<br /> SEE PLAN �I I � SEE PLAN �� "' W/1"NON-SHRINK ( ( N � LONGSLOTTED
<br /> 3/16
<br /> � I � � c STIFFENER � GROUT HOLES IN BEAM
<br /> � � PL FLANGE, TYP.
<br /> O p U �n ;r, � 3116 ,
<br /> ,
<br /> 318"GUSSET PL, � `� �' �� 3/16
<br /> —' 3l8"PL — 3/8"PL 9112" 9112"
<br /> �P' 13l16"x1-7/8" N — '
<br /> LONG SLOTfED � � � � WT � o
<br /> HOLES ( �
<br /> I - N
<br /> I ( � 3/4"DIA.ADHESIVE NORTH 1l4
<br /> L8x4x1/2(LL�EA. � � 1/4 � � � � � ANCHOR W/8-112"EMBED
<br /> � � � �
<br /> S���IO� S502-4 S502-19
<br /> SIDE OF TUBE,TYP. � � � � S E CT I O N �
<br /> 3l4 DIA.A325-N I I � � G SCALE.1 — 1 0
<br /> FINGER-TIGHTEN NUT&PEEN � � I � SCALE:1 1/2" = 1'-0" S502 S502-19 2" S502- SHIM PACK BY
<br /> THREADS FOR SLIP,TYP. � � 2 M20 BOLT � DEMAG
<br /> I � � � (2)3/4 DIA.A325 N BY DEMAG
<br /> FOR BEAM,SEE FOR BEAM, FOR BEAM,SEE NOTE:
<br /> FOR TUBE,SEE PLAN,TYP. „ SHEET S502-5 (3)1"DIA.A490-N SEE PLAN SHEET S502-5 3�a P� TO ALLOW FOR DEFLECTIONS, DO NOT .
<br /> 7/16 DIA. HOLE HOIST BEAM
<br /> 10" FOR 3/8" DIA. ROD PERFORM FINAL LEVELING OF
<br /> E L EVAT4 R RAI L TU B E NORTH � (TYP. 4 PLCS) N `�' HAS BEEN INSTALLED ON THE ROOF ENT
<br /> ,� TOP SUPPORT DETAIL F SECTION 318"P� M � "
<br />� R � � �,., MONORAIL BY PCH UNDER TREAD LINE
<br /> SCALE:1" = 1'-0" SCALE:3"= 1'-0° � �, EL. 130'-0"
<br /> S502-4 S502-19 S502-19 S502-19 N \ DEMAG CONTRACT
<br /> E
<br /> 502-1
<br /> - -- PART ,MONORAIL SUPPORT DETAIL �
<br /> 4 4 3116 SCALE.1 1/2 — 1 -0 S502-19 S502 19
<br /> � . 3/16
<br /> 2 5 � S E'ARCHNEL, SECTION H SECTION K --
<br /> 1/2"CLR. � SCALE:1" = 1'-0" S502-2 S502-19 SCALE:1" = 1'-0" S502-4 S502-19 �
<br /> S502-
<br /> L6x4x5/16 ',
<br /> CONT.(LLV) /
<br /> ! METAL ROOF � W14 BEAM,
<br />� 3l4"DIA.A325-N / DECK,SEE ARCH P SEE PLAN
<br /> EA.TUBE 502-1
<br /> 1/4
<br /> �
<br /> 7„ 5 �- - - -� - - -- - -- - - - - - -
<br /> 2'-6" I � � �
<br /> W18 BEAM, — —
<br /> 3" 3" 13i16"x1-718" T&B 3/16 - - - - - - - - - - ' - - --
<br /> M SEE PLAN LONG SLOTTED FLANGE
<br /> HOLES 3116
<br /> 502-1 3116 SHORT-SLOTTED TO COLUMN FLANGE
<br /> L6x3-1l2x1/2(LLH) OUTRIGGER BEAM, HOLES OUTRIGGER BEAM,
<br /> FOR BEAM, SEE PLAN SEE PLAN
<br /> SEE PLAN � �EXISTING GIRT
<br />� FOR BEAM, �' 3/16
<br /> SEEPLAN - - - - - - - - - - - - - - - -
<br /> — — — — — — — — — —— ——
<br /> SECTION SECTfON �
<br /> „ „
<br /> L N 3 8 318 PL TO COLUMN FLANGE
<br /> SCALE:1" = 1'-0" S502-4 S502-19 SCALE:1" = 1'-0°
<br /> S502-5c S502-19
<br /> L6x4x5116 ��4 1l4
<br /> CONT.(LL1� ,
<br /> 3x TUBE
<br /> ,
<br /> (3)3/4��DIA.A325-N 3�8��PL T&B 3� P I P E S U P P O RT C O N N E C T I O N D E TA I L S
<br /> FINGER-TIGHTEN NUTS&PEEN 2
<br /> THREADS FOR SLIP(PROVIDE (2)3J4"DIA.A325-N (2)3/4°DIA.A325-N,TYP.
<br /> PL WASHER) (3)3/4"DIA.A325-N @ GRID SCALE:1 1/2" = 1'-0" S502-4 S502-19
<br /> 4/J.75 INTERSECTION 0� 2� q-� 6� 8� � �' 12�
<br />� W COLUMN,
<br /> HSS1-112x1-112x3116x1'-0"LG
<br /> 1(4 EXISTING GIRT SEE PLAN �� � ��
<br /> (EVERY OTHER FLUTE) I
<br /> W COLUMN, � /4 = � —o
<br /> � T SEE PLAN O� 6�� 1 : 2� 3,
<br /> 3/16 - --
<br /> _ QPVL Bq�q
<br /> OUTRIGGER CONNECTIUN TO �OLUMN ���`��� WAsy��q�0 1 " = � '-o"
<br /> Q ~ �'� � , „ , ,
<br /> FOR BEAM, 1/4 SCALE:1" = 1'-0" S502-5c S502-19 oavi �� w o Q 6 � 2
<br /> SEE PLAN � •
<br /> S502-
<br /> SECT�ON M SECTION 5502-3 www.brph.com Copyrighto2017 � j � � 1 1 /2�� _ � �—���
<br /> �G 184 �� �
<br /> P Architects Engineers Constructors <`' RAL �� �`� > » ,� „ > Q
<br /> SCALE:1" = 1'-0" S502-19 S502-19 SCAL�:1" = 1'-0" S502-19 S502-19 � State of Washington ss��NA L ENG� � 3 6 9 �
<br /> 19020 33rd Ave W,Suite 530 N
<br /> Lynnwood,Washington,98036 Certificate of Authorization
<br />� 425-921-3500 Architecture No.603235512 David P. Balawajder �� � �� a
<br /> Engineering No.3137 WA PE 28184 — � — �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE rn
<br /> oF WAsy� ACCEPTABILITY CLP 08 08 17 0
<br /> 10 REV►SION - RELEASE 5p (PANEL PAINT) CLP AHM 08/23/16 5 REVISION - REIEASE 43 (PANEL PAINT) CLP AHM 05�17�16 ,�P�� N�ro THIS DESIGN AND/OR CHECKE TOOLING DETAILS W2548317 � 08�08�17 \
<br /> y � SPECIFICATION IS APPROVED AHM 08 08 17 SHEEf �
<br /> 11 REVISION - RELEASE 53 (PANEL PAINT) CLP AHM 10/04/16 6 REVISION - RELEASE 44 (PANEL PAINT) CLP AHM 06/02/16 � BRPHARCHITECTS TiT�E �
<br /> BOE,�� EN�iNEERsiNc. APPROVED BY DEPT. DATE DPB OH OH 17 BOEING 777X CWC BUILDING
<br /> 12 REVISION - RELEASE 56 (PANEL PAINT) CLP AHM 11/15/16 7 REVISION - RELEASE 46 (PANEL PAINT) CLP AHM 06 28 16 "o.s,3' cHECKE� S�O�� � V �.;
<br /> � � �� = BUILDING 40-058 `� �
<br /> 13 REVISION - RELEASE 58 (PANEL PAINT) CLP AHM 12/20/16 8 REVISION - RELEASE 47 (PANE� PAINT) CLP AHM 07/12/16 T o APPROVED JOB N0. COMP N0. �
<br /> 14 REVISION - RELEASE 72 (PHASE II - PHP� CLP AHM 08�08�17 9 REVISION - RELEASE 48 (PANEL PAINT� CLP AHM 07�26�16 /�/cqTF oF puSNo���P�\ APPROVED STRUCTURAL MASTER �w� No. _ _ N
<br /> EVERETT, WA 40 058 S502-19
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