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

LEGEND P Pz Q Q , R R , S T U V W X 2'-4y" P1 22'-2Y" 12'-5" 9'-10" 8'-7" 13'-8" 10'-6" 24'-2" 24'-2" 21'-0" 24'-0" 10'-0" 2'-4%" I I I I I A I A A I A I A I 3560 S325 3560 5324 3560 5322 3560 5323 3560 5323 TRUSS 3 (BOT CHORD) _ ] o- S326 356 0 A ry� A � 2f� 0 o �}� x �ti x �� x cow x o � GENERAL NOTES ¢_ 10[S 3519N N N N N 1. BOS EL = 83'-0" EXCEPT AS NOTED. L3x3xYa W14x61 [8] W14x61 [12] W14x61 [16] W14x61 [20] W14x61 [20] W14x61 [20] _ 14 CENTERLINE OF HORIZONTAL BRACING AT EL. = 83'-5", TS8x4xJ4 TS8x4xY4 TS8x4xY4 SEE A/S326 FOR BOTTOM OF TRUSS LINE AT GRID 15. 2. SEE 5500 THRU 5504 FOR BRACED FRAME ELEVATIONS. A 18�1 TS8x4x}'4 TS8x4xY4 TS80x4 3S60 S321� 0 3. SEE S320 THRU S326 FOR TRUSS ELEVATIONS. 6'A6 TS8x4xY4 TS8x4xY4 TS8x4xY4 4. SEE ARCH FOR DETAILS OF ATTIC FLOOR PANELS. s x SIM SEE MECH AND ELEC FOR EQUIPMENT ATTACHED TO I I �J TS8x4xY4 TSSx4xY P 2 x 3S6 OS518 AND MOUNTED ON THE PANELS. 2L8x8xY [8] xY _ 13 5. [ ] INDICATES THE NUMBER OF 1 1/8"-A490 BOLTS TS8x4xY4 TS8x4xY4 WT6x8 IN SINGLE SHEAR (Fv=20.9k) REQUIRED AT EACH END 6 1�` 7TS&4�/4 BTYP OF THE MEMBER AT THE CONNECTION. 3560 5518TS8x4 Y TS8x4xY oxY © SUPPLY DIFFUSER MOUNTING PER SHEET 3M10. TS8x4xY4 TS8x4Y TS8xQ/4 o TS8x4xY4 B TS8x4xY N r C 3S60 5510 B TS8x4x/14 — 12 REFERENCE DRAWINGS TRUSS 2SOLTRUSS 2 I35650 TS8x4xY4 (BOT CHORD) 3560 5320 TS8x4 /44 TS8x4xY4 TS8x4xYa -I TS8x4xV44 TS8x4xY4 TS8x4xY4 TS8x4xY4 ti TS8x4Y TS8x4xY4 TS8x4x14 Iz NST CTION NO ES {s* p a TS8x4xY TS8x4Y TS8x4xY I< INSTALL NEW CEILING SUPPORT FRAMING FOR NEW e`✓ N N N MAINTENANCE ACCESS HATCH. I TS8x4x}'4 TS8x4 /4 TS&Q/4 REINSTALL MODIFIED EXISTING HSS8x4xY 21-8x8xY [8]1 TS8x4 Ya TS8x4xY TS8x4xY VERIFY DIMENSION IN FIELD. ALIGN CENTER OF DOOR TO EXISTING CENTER HSS CFILI G SUPPORT. -0" 7'-6" +10 TS8x4x/4 S8x4 TS8x4xY4 xY 8 1 TS8x4xY _ E m [Z�l HSS8x4xY4 SxkY °x HSS8x4xY TS8W/4 N 1 I � Q\;\ TS8x4xY F7TS8Z4 3S60 5578 M S8x8� N p�p� 3 TS&M44 N S8 a a a TRUSS 2 TRUSS 2 10 TS8x4x}'4 TS8x4A44 (BOT CHORD) C `� M TS8x4xY4o 3560 5320 I I I I +wry TS8x4xY4 TS8x4xY4 TS8W/4 E o a m i„ rn � � I 3 TS8x4A4 TS8x4xY TS8x4xY PROPRIETARY NO ICE THIS DOCUMENT IS GIN DENTAL AND PROPRIETARY TO THE Ip MATCHLNE — SEE 3S63 — — BOEING COMPANY,AND BOTH THE DOCUMENT ITSELF AND THE INFORMATION CONTAINED IN IT SHALL NOT BE REPRODUCED, 3563 3564 \/ DISCLOSED,OR USED,IN WHOLE OR IN PART,EP ANY P LAN V EW PURPOSE WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF N THE BOEING COMPANY HE FACT THAT THIS DOCUMENT MAY INCLUDE A COPYRIGHT NOTICE GOES NOT IN ANY WAY AFFECT 5 SCALE. 1/8"= 1—Q" THE PROPRIETARY STATUS OF THE DOCUMENT. DCN-J03 - 02.24.2023 -COFFMAN ENGINEERS ISSUE FOR CONSTRUCTION 11072nd Avenue,Suite 400 KEY PAN Seattle,WA 98101 ph 206.623.0717 www.coifinancom SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE SHAWN DAZE SUBTITLE CURRENT REVISION SYMBOL DATE �4Y s•o, AccESIGN AN/OR OMAGHL oz 14 s, 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 srlEEr STRUCTURAL PACKAGE 03/05/91 - CAD CONVERSION 1786915 CEI EO 06.29.20 APPTI BY DEPT. DATE TNG PIN TITLE 45-004 - DCN—J03 3S60 A MILL ORDER REVISION 03/05/91 D 45-004 MISCELLANEOUS SYSTEMS 1786915 CEI EO 12.09.21 �0�,�� CHECKED '� B ADDENDUM 1 03/21/91 D 45-004 MISCELLANEOUS SYSTEMS - RFI 032 1786915 CEI EO 08.19.22 �'° 3 �1y� gPpROVED APPROVED BUILDING 45-004 JOB NO, COMP No. Dwc Na 905801 I tA's RAL>6C'G1 C GENERAL REVISIONS 07/22/91 E 45-004- DCN-JO3 W843643 CEI EO 02.24.23 TONAL E STRUCTURAL MASTER COL. R1-V/10-15 EVERETT, WA 45-004-3560 2%24'2023