3003 W CASINO RD BLDG 45-62 2019-07-16

.. Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Everett County: Snohomish State: Washington Country: United States Building Code •� Building Code: 2012 International Building Code Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hour Building Risk/Occupancy Category: III (Hazardous / Special Occupancy) Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete � op; V�IA$,r, ("44. f::: Dead and Collateral Loads Material Dead Weight Roof Live Load 400 {e at z X Collateral Gravity:7.00 psf Roof Covering + Second. Dead Load: 3.23 psf Roof Live Load: 20.00 psf Not Reducible Collateral Uplift: 5.00 psf Frame Weight (assumed for seismic) :2.50 psf '•P 0 *,,�47 .g 0 w Wind Load Snow Load Seismic Load '�L"' ++t'; Wind Speed: Vult: 115.00 (Vasd: 89.08) mph Ground Snow Load: pg: 25.00 psf Mapped MCE Acceleration: Ss: 145.00 %g '`441 1 j The 'Envelope Procedure' is Used - User Modified Flat Roof Snow: pf: 20.79. psf Mapped MCE Acceleration: S1: 56.00 %g Wind Exposure: C - Kz: 0.890 Design Snow (Sloped) : ps: 20.79 psf Site Class: Stiff soil (D) 2/25/2016 Parts Wind Exposure Factor: 0.890 Rain Surcharge: 0.00 Seismic Importance: Ie: 1.250 Wind Enclosure: Free Roof - Clear Specified Minimum Roof Snow: 25.00 psf (USR) Design Acceleration Parameter: Sds:0.9667 Topographic Factor: Kzt: 1.0000 Exposure Factor: 1 Fully Exposed - Ce: 0.90 Design Acceleration Parameter: Shc:0.5600 Snow Importance: Is: 1.100 Seismic Design Category: D NOT Windborne Debris Region Thermal Factor: Unheated - Ct: 1.20 Seismic Snow Load: 0.00 psf Base Elevation: 0/0/0 Ground / Roof Conversion: 0.70. % Snow Used in Seismic: 0.00 Primary Zone Strip Width: 2a: 18/9/7 Unobstructed, Slippery Diaphragm Condition: Flexible //r-_________y Parts / Portions Zone Strip Width: a: 3/9/3 Fundamental Period Height Used: 18/9/7 / '`�4 Basic Wind Pressure: q: 25.61 psf // Transverse Direction Parameters / / �� // / ---,, Redundancy Factor: Rho: 1.30 / /z X ` Fundamental Period: Ta: 0.2926 // R-Factor: 3.50 / / // Overstrength Factor: Omega: 2.50 /.Skydrol Mule Storag/// // Deflection Amplification Factor: Cd: 3.00 // Roof: B / // Base Shear: V: 0.3452 x W // //Skydrol Mule Storage // / / // // Roof: A Longitudinal Direction Parameters // // / Redundancy Factor: Rho: 1.30 /X Fundamental Period: Ta: 0.1805 // / / R-Factor: 3.25 --,. // / Overstrength Factor: Omega: 2.00 Y-.:--,A Deflection Amplification Factor: Cd: 3.25 / Snow Buildup Base Shear: V: 0.3718 x W Shape Surface Description X Location Y Location Magnitude Skydrol Mule Storage Roof: A Unbalanced Snow Load 1, Shifted Left : Roof: A 0.0 ft 12.4 ft 6.7 psf 0.0 ft 0.0 ft 6.7 psf 55.0 ft 0.0 ft 6.7 psf 55.0 ft 12.4 ft 6.7 psf Skydrol Mule Storage Roof: B Unbalanced Snow Load 1, Shifted Right Roof: B 0.0 ft 12.4 ft 6.7 psf 0.0 ft 0.0 ft 6.7 psf 55.0 ft 0.0 ft 6.7 psf 55.0 ft 12.4 ft 6.7 psf 1. The Snow Buildup loading shown is in addition to the flat or sloped roof snow. 2. The X and Y Location dimensions are from the point of origin of each surface. FOR CONSTRUCTION THE VP ENGINEERS SEAL APPLIES ONLY I HIS DRAWING,INOLUUING I Ht INhUKMAI IDN HEREON,KtMAINS I His PKUPiR I Y UI- IN TO THE WORK PRODUCT OF VP AND VP BUILDINGS_ IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 CODES AND LOADS REQUIREMENTS SPECIFIED BY VP. THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDERJAR VP ENGINEER'S SEAL DOES NOT APPLY CommercialDesign Consultants 15-023031 TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 02/16/2016 SHV FINAL DRAWINGS CUSTOMER Bog Commercial Airplane Group DATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISLOCAles 3/28/2015 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS Everett,Washington VP.BUILDINGS DRAHV. DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Boeing Skydrol Mule Storage SHV REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BULDERS POtl 15-1208 VPC vERsr t 2015.2 PA 2 . /Y 2/16/2016 9:52:51 FLEEeSA:Boeing Skydrol Mule Storage edwo,m BlueS Bodo:No,es once.Inc V