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Codes and Loads <br /> WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC IAAD FACTORS EC*t DIFFERING OCCUPANCIES, BUILDING DIVENSICNS, <br /> HEIGHTS, ERANII/C SYSTEMS, ROOF SLOPES, EIC.,. MAY RESULT IN DIFEETENT IAAD APPLICATION FACTORS THAN <br /> INDICATED MICR. SEE CAIL JLATIONS KR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVE[APE. <br /> COMLAi WALLS BETWEEN CCNNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. <br /> City: Everett County: Snohomish State: Washington Country: United States <br /> Building Code <br /> Building Code: 2012 International Building Code Structural: 10AISC -ASD Rainfall: I: 4.00 inches <br /> per hour <br /> Building Risk/Occupancy Category: III (Hazardous / Special Occupancy) Cold Ego m: 12AISI - ASD f'c: 3000.00 psi. <br /> Concrete <br /> Dead and Collateral Loads Material Dead Weight Roof Live Load <br /> Collateral Gravity:7.00 psf Roof Covering+ Second. Dead Load: 3.98 psf Roof Live Load: 20.00 <br /> psf Not Reducible <br /> Collateral Uplift: 5.00 psf Fi.......Weight (assumed for sei cm;c):2.50 psf <br /> Wind Load Snow Load Seismic Load <br /> Wind Speed: Vult: 115.00 (Vasil: 89.08) mph GroundSnowLoad: pg: 25.00 psf Mapped ME Acceleration: Ss: 144.00 %g <br /> The 'Envelope Procedure' is Used - User Modified Flat Roof Snow: pf: 20.79 psf Mapped MM Acceleration: 51: 56.00 %g <br /> Wind Exposure: C - Kz: 0.882 Design Snow (Sloped): ps: 20.79 psf Site Class: Stiff soil (D) <br /> Parts Wind Exposure Factor: 0.882 Rain Surcharge: 0.00 Seismic Importance: Ie: 1.250 <br /> Wind Enclosure: Free Roof - Clear Specified Minimum Roof Snow: 25.00 psf (USR) Design Acceleration Parameter: Sds: 0.9600 <br /> Topographic Factor: Kzt: 1.0000 Exposure Factor: 1 Folly Exposed - Ce: 0.90 Design Acceleration Parameter: Sdl: 0.5600 <br /> Snow Importance: Is: 1.100 Spivnia resign Category: D / <br /> NOT Wiixborne Debris Region Thermal Factor: Unheated - Ct: 1.20 4Piaoic Snow Load: 0.00 psf / \ <br /> Base Elevation: 0/0/0 Ground / Roof Conversion: 0.70 Snow Used in Spt ic: 0.00 I \ <br /> Primary Zone Strip Width: 2a: 18/5/6 Obstructed or Not Slippery Diaphragm Condition: Flexible / I \ <br /> Parts / Potions Zone Strip Width: a: 3/0/0 Fundamental Period Height Used: 18/5/6 / <br /> Basic Wind Pressure: q: 25.52 psf Glyool Load and Unload // <br /> Transverse Direction Parameters / Roof: A / / <br /> / <br /> Redundancy Factor: Rho: 1.30 // <br /> Fundamental Period: Ta: 0.0000 I Glycol I.oadndopyUnload <br /> R-Factor: 1.25 y \ I // <br /> OverstreuigtYm Factor: Cmega: 1.25 `\Factor: <br /> Deflection Amplification Factor: Cd: 1.25 \ <br /> Base Shear: V: 0.9600 x W - MR I \ // <br /> Longitudinal Direction Parameters <br /> • <br /> Redundancy Factor: Rho: 1.30 Y <br /> Fundamental Period: Ta: 0.1780 <br /> R-Factor: 3.25 <br /> Overstretigth Factor: tea: 2.00 <br /> Deflection Amplification Factor: Cd: 3.25 <br /> Base Shear: V: 0.3692 x W <br /> © p LLe <br /> .142 <br /> 0 i 47 •9 , tv.4ltt" <br /> 4 <br /> Y {°NAL. <br /> 2/26/2016 <br /> . FOR CONSTRUCTION <br /> THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildings <br /> TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED CODES AND LOADS <br /> C - DESIGN AND PERFORMANCE < IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 <br /> - REQUIREMENTS SPECIFIED BY VP. THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP <br /> RI III[ZINGS REV DATE BY DESCRIPTION BUILDER Commercial Design Consultants JOB# <br /> ri VP ENGINEER'S SEAL DOES NOT APPLY g 15-022921-01 <br /> TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 2/12/2016 DWM PERMIT DRAWINGS CUSTOMER Boeing Shared Services - DATE <br /> ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 2/18/2016 <br /> 2 2/18/2016 DWN FINAL DRAWINGS Everett,Washington VP BUILDINGS <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS PROJECTORAwNICREcx> <br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, g yCanopy VAROO PRUDEN <br /> Boeing Glycol Load/Unload D�WMCO�P <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BUILDERSPOk 15-1208 vPcvERSION: 2015.2c P (2 '�=►• ) <br /> 2/12/2016 10:32:05 FILENAME:Boeing Glycol Load and Unload Canopy edM I.d8kNS.PoB. gsNo.ThRA Ee.Inc -''/ <br />