3003 W CASINO RD BLDG 45-04 2024-06-12

LEGEND Y Z AA AB AC AD AE AF 10'-0" 24'-0" 21'-0" 24'-2" 24'-2" 24'-2" 23'-0" 23'-0" I I I I I I I q I q I q q q I I I TRUSS 3 3561 5323 3561 5323 3561 5322 3561 5324 3561 5325 BRACE 7 (BOT CHORD) SEE C/S502 —_ `��/I JN t6'�� `VJN �fL�✓ �' JN t�� h JN �OfPL✓ �� h JN etc�✓�J n 3561 Olb Zell CPt ��✓, � ��✓,N m\N cNo oo¢Z aKpc=.o OR O� O GENERAL NOTES 1. BOS EL. = 83'-0" EXCEPT AS NOTED. W1461 [20] W1461 [20] W1461 [16] W1461 [12] W1461 [10] /W14x6l [8] Wl x [ ] W14x61 [8] _ _ _ 14 CENTERLINE OF HORIZONTAL BRACING AT EL. = 83'-5", I-MSEE A/S326 FOR BOTTOM OF TRUSS LINE AT GRID 15. 1 6 TS8x4xY TS8W/4 TS8x4x/4 A 2. SEE 5500 THRU 5504 FOR BRACED FRAME ELEVATIONS. 2 3561 S321 WT6x813S' I TS8x4x TS8x4xY �� u I I 3. SEE S320 THRU S326 FOR TRUSS ELEVATIONS. 6AQ TYP $8x4 Y SIM v kQV B TS8x4xY TS8x4xY `� z�g� ° 4. SEE ARCH FOR DETAILS OF ATTIC FLOOR PANELS. 8x4 3561 5518 I� SEE MECH AND ELEC FOR EQUIPMENT ATTACHED TO AND MOUNTED ON THE PANELS. -6" 6'-9" TS8x4xY TS8x4xY_ B _TS8x4xY _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2L8x8xV2 [8] _ _ _ _ _ _ _ _ _ _ _ _ 5. [ ] INDICATES THE NUMBER OF 1 1/8"-A490 BOLTS I 3561 5518 TS8x4xY4 TS8x4xY 2 I I 13 N SINGLE SHEAR (Fv=20.9k) REQUIRED AT EACH END �6V. OF THE MEMBER AT THE CONNECTION. TS8x4 44 B8 `6o TS8x4x/4 TS8x4x4 TS8x4xY �J $��ti I I © SUPPLY DIFFUSER MOUNTING PER SHEET 3M11. TS8x4xV4 TS8W/4 TS8x4xY o I I TS8x4x/4 B TS8W/4 B TS8x4x4 REFERENCE DRAWINGS TRUSS 2 —_ TRUSS 2 3S61 S510 3561 S510 BOT CHORD) TS8W/4 TS8x4x4 T j C TS8x4xY \ �I TS8x4xY TS8x4xY TS8x4xY I ] 3561 5320 I 3S61S529 TS8x4xV4 TS8x4x4 TS8x4x4 TS&0/4 TS8xQ/4 TS8x4xY CONSTRUCTION NOTES /2L8x8 I TS8x4xY4 TS8x4xY TS8x4xYINSTALL NEW CEILING SUPPORT FRAMING FOR NEW TS8x4xY4 TS8x4x TS8x4xYMAINTENANCE ACCESS HATCH. xY [8] --�- - - - - - - - - - --- - - - - - - - REINSTALL MODIFIED EXISTING HSS8x4xY4 TS8x4 TS8x4x14 TS8x4xY I 2 I I � VERIFY DIMENSION IN FIELD. ALIGN CENTER OF 7'-6" '-0 �6f DOOR TO EXISTING CENTER HSS CEILING TS8x4 x4 4 TS8x4xY 6 `� SUPPORT. I 1 3 I e�✓ +��ry I I TS8x4 4 HSS8 - TS8x4 HSS8x0/44- I TS8x4 4 2 HSS8x4xY TS8x4x14 I I I 1 � � N TS8x4 4 3S61S578 -- TS8x4xY --- F I I 1 HSS8x8-x, ro 0 I I I TS8x4 4 N 58x4 TRUSS-2 �e TRUSS 2 10 (BOT CH D) TS8x4xY TS8x4A4 C Q TS8x4 473S61 5320 TS8x4,j TS8x4xY TS8x4xY I TS8x4S x4 q S x4 4 0 o J mw N I 1 PROPRIETARY NOTICE N THIS DOCUMENT IS CONFIDENTIAL AND PROPRIETARY TO THE lll�j TS8x4xY4 TS8x4xY TS8x4xV4 — BOEING COMPANY,AND BOTH THE DOCUMENT SELF AND THE L INFORMATION CONTNNED IN R SHAUL NOT BE REPRODUCED, —— 10 —--—--—-- --————— —--—--——— ——————— —— —— —— ——— DISCLOSED,OR USED,IN WHOLE OR IN PART,FOR ANY MATCHLINE — SEE 3564 PURPOSE WITHOUT THE PRIOR WR TEN AUTHORIZATION OF THE BOEING COMPANY. THE FACT THAT THIS DOCUMENT MAY INCLUDE A COPYRIGHT N0110E DOES NOT IN ANY WAY AFFECT THE PROPRIETARY STATUS OF THE DOCUMENT. PLAN VIEW N3 6 - o SCALE: 1/8° = 1'-10" DCN-J03 - 02.24.2023 ACOFFMAN — ENGINEERS ISSUE FOR CONSTRUCTION 508"10°23.077;Solte400 KEY PLAN ph 206.623.0717 www.coifinancom SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DAIL SUBTITLE CURRENT REVISION SYMBOL DATE �4Y s•o, AccEPTABWTY MAG oz ,4 s1 HIGH ATTIC&BOTTOM CHORD FRAMING W843643 E 02.24.23 � O�*As$ THIS DESIGN AND/OR CHECKED MILL ORDER 02/12/91 RECORD DRAWINGS 05/28/93 `veRb A' SPECIFICATION IS APPROVED EDL 7HEET STRUCTURAL PACKAGE 03/05/91 - CAD CONVERSION 1786915 CEI EO 06.29.20 APP OVED BY DEPT. DATE TLP TITLE 45-004 - DCN-J03 3S61 A MILL ORDER REVISION 03/05/91 D 45-004 MISCELLANEOUS SYSTEMS 1786915 CEI EO 12.09.21 CHECKED '� APPROVED BUILDING 45-004 JOB NO, COMP NO. B GENERAL REVISIONS 07/22/91 D 45-004 MISCELLANEOUS SYSTEMS - RFI 032 1786915 CEI EO 08.19.22 o�'c4'p3�RAL t +1yG� APPROVED DWG NO. 905801 C CONFORM SET 02/26/92 E 45-004- DCN-JO3 W843643 CEI EO 02.24.23 TONAL E STRUCTURAL MASTER COL. R1-V/4-9 EVERETT, WA 45-004-3561 2%24'2023