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8x8x3/8 SPACER <br /> WELDED TO TOP AND <br /> BOTTOM OF TUBE W/ <br /> 3/16"x6"WELDS <br /> mum <br /> 400 P <br /> ' — L4 KICKER <br /> WELDED ON 3 <br /> SIDES TO PLATE <br /> W/3/16"x2"FILLET <br /> SUPPORT FRAME KICKER <br /> ATTACHMENT AT FRAME PH 2 ri . <br /> SCALE: 3/4"= 1'-0" RFS161-59a RFS162-59 <br /> 4.00 <br /> 1 1'-10° <br /> 3/8"KNIFE PLATE THRU PANEL <br /> WELDED TO CHANNEL ON 3 <br /> SIDES W/3/16"x6"FILLET WELDS <br /> i--7- \(2)NEW 22"DUCT STACKS j <br /> C12X20.7 BETWEEN EXISTING I c <br /> FRAME AND WALL <br /> BETWEEN <br /> GIRTS - --' <br /> L4zw <br /> x4x1/4 KICKE ' 1 <br /> J U <br /> a. <br /> HSS5X5X1/4 <br /> L4x4x1/4 KICKER WELDED TO <br /> I KNIFE PLATE ON 3 SIDES W/ <br /> 4'-9 5/16" _ I 31-1011/16" 3'-1011/16" I 3/16"x2"FILLET WELDS II <br /> 2'-8" <br /> r z. <br /> SUPPORT FRAME KICKER <br /> ATTACHMENT AT GIRT — PH 2 (--3-- <br /> SCALE: 3/4" = 1'-0" RFS161-59alRFS162-59 <br /> 11) to <br /> BUILDING COLUMN <br /> HSS8 <br /> M <br /> I i -41 = <br /> — <br /> 1 HSS8X8X3/8 5/16 6 <br /> 1 5/16 6 <br /> 1 <br /> i <br /> (K.25) i — — - — — r-1 — <br /> SUPPORT FRAME TUBE <br /> M ATTACHMENT AT COLUMN — PH 4 <br /> 1 <br /> to to SCALE: 3/4"= 1'-0" RFS161-59a RFS162-59 <br /> CV - <br /> to in <br /> I i _ <br /> A 4.00 <br /> 1i'8" <br /> 8" wi3 3/4"_ <br /> 3/8"KNIFE PLATE THRU <br /> WALL PANEL WELDED TO <br /> CHANNEL ON 3 SIDES W/ <br /> N 3/16"x6"FILLET WELDS i <br /> C12X20.7 . . <br /> BETWEEN _ ILIIIIN- <br /> GIRTSor <br /> HSS5X5X1/4 — — — —ir <br /> i <br /> HSS5 FRAME SUPPORT <br /> TUBE WELDED TO KNIFE <br /> L4x4x1/4 KICKER PLATE TOP AND BOTTOM I <br /> W/3/16"x6"WELDS <br /> 1 2 8" �� <br /> 3'-55/16" 31-211/16" 31-211116" <br /> SUPPORT FRAME TUBE STRUc�URfiL <br /> PHASE 2 STACK SUPPORT ATTACHMENT AT GIRT — PH 2 (5. <br /> www.brph.com Copyright@ 2018 /� iv I A. Y� 1 �!v 1� <br /> ( _ '� .�'=t _ ENGINEERING <br /> SCALE: 3/4"= 1'-0" RFS162T-59 RFS162-59 SCALE. 3/4"= 1 -0 RFS161-59a RFS162-59 Architects Engineers, Insteteoiwasnin9ron i 'f) 4/4,,7 �ti <br /> 19020 33rd Ave W,Suite 530 /ation • , t !>}{ti ; <br /> Lynnwood,Washington,98036 ArchitecturCertificate e o.603235512 . �'41.NAt,V ,`+ 613 HERITAGE ROAD <br /> 425-921-3500 Engineering No.3137 r EASLEY, SOUTH CAROLINA 29640 <br /> 03-28-19 PHONE 864-313-3642 a <br /> NI- <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE v— <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ��s N i N TON ACCEPTABILITY RLP 04/02/19 P2P EXHAUST STACK SUPPORT W2548317 '� 04/02/19 N <br /> 0 Issue For Construction RLP AKR 08/08/17 THIS DESIGN AND/OR CHECKED <br /> SPECIFICATION IS APPROVED RLP 04/02/19 sHEET <br /> ;,, ® sMiowENShEL ENGINEER TITLE 777X CWC BUILDfNG a <br /> Boeing <br /> 1 REVISION-RELEASE 111 (P2P) BCN RLP 04/02/19 "` ' .� COMPANY,INC APPROVED BY DEPT. DATE AKR 04/02/19FFs1 qNiffo,. CHECKED \ 1 6 2 5 V CD <br /> N <br /> N0.23204-0003127 / BUILDING 40-58 <br /> ��'�� / \ APPROVED JOB NO. COMP NO. a: <br /> /NA,,' Approver 40-58-RFS162-59 <br /> ce <br /> 'cATF OF A yit-O' APPROVED DWG NO <br /> STRUCTURAL MASTER EVERETT, WA 40-58-RFS162-59 <br />