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Secondary Part Schedule O Secondary Bracing Schedule <br /> O Part Mark Key <br /> - _ Mark Part Thick. Depth Detail Id Qty Mark No Spacing 1 PG1 <br /> P1 00208CS1911411B0 0.1130 8 1/2" RSV003 1 8 PBA0106(Typ.) l'-3 1/16" 2 GFA100 <br /> P3 07C1911411DD00 0.1130 7" RSV001 2 2 CPBB010008 11" 3 GCE052072 DETAIL RS107tD <br /> J1 00108JS1801214 0.0790 8 1/2" W520B2, WS20H2 See SED: <br /> P2 00108ZS1703016B0 0.0680 8 1/2" BRO9K5, BR09JG, BRO9RY, BRO9RZ (+) SSR Fixed Clip Location <br /> 4 0 0 <br /> YIELD DRILL (2) 9/16' DIA. HOLES @ EACH PG1 & <br /> C4E052072. <br /> FIELD YAM HIM EAVE STRUT AS REQ'D. <br /> SIMILAR CONDITION AT LOW EAVE. <br /> © il <br /> O I � r-1 r i 1-40 <br /> i <br /> N P2(TYP_) 2 N <br /> C 3 <br /> . . <br /> C s <br /> N N <br /> m <br /> 1p <br /> i. <br /> ,, 0 q q <br /> C s0 _, <br /> C <br /> c tat <br /> N '0 ( r 1 <br /> `N1 p2 `\N/ CP <br /> © N 0 --t-->- ---�—r — N <br /> CI 0 1 0 cliOO <br /> 07C2B0 4,... NLLEN <br /> 61 <br /> El 18'-0" <br /> A. <br /> 11 ft <br /> 20'-0" / <br /> BL EL 0 ••,$.4 <br /> 4.'9 t ' <br /> 'rTe <br /> ROOF PLAN * ' <br /> rt 2 l'-3" 2/26/2016 <br /> 1 1'-0" <br /> 4 ❑ Dimension Rey Shape Name=Glycol Load and Unload,Shape=Glycol Load and Unload FOR CONSTRUCTION <br /> 1.UNLESS NOTED,USE 1/2 X 1 1/2 A325-N BOL I(71-90&)ANL)NI 1(47120) THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF <br /> W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings <br /> .• 2.FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 .ROOF SECONDARY PLAN <br /> QSTRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY VP. THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP By DESCRIPTION suiLDER ,wee <br /> OF WALL AND ROOF SHEETS. VP ENGINEER'S SEAL DOES NOT APPLY BUII DINGS Commercial Design Consultants 15-022921-01 <br /> 8 3.REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 2/18/2016 DWM FINAL DRAWINGS CUSTOMER Boeing Shared Services DATE <br /> a - ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Everett,Washington VP BUILDINGS 2/18/2016 <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRAWN/CHECK <br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - PROJEC( .Boeing Glycol Load/Unload Canopy vnRwrawo, DW� MAJ <br /> el Compan <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. - NTS 8V1� A BlueScope <br /> SPOe 15-1208 vxvERsioNSle: 2015.2cy PAGE 1D <br /> 0-0 <br /> FILENAME: C:\Vision\Building Files\15-022921-01WS BUILD ACAD FILEPIO Boeing Glycol Load and Unload Canopy_ROOF SECONDARY PLAN.dwg sAVEDATE:2/25/2016 SAVE TIME 13:46:34 LASTSAVED BY: morgd a avl4ona BluUSrope&,adkgs North Amed,a;Inc. <br />