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Codes and Loads <br /> WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, <br /> HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN <br /> INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. <br /> COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. <br /> City: Everett County: Snohomish State: Washington Country: United States <br /> Building Code <br /> Building Code: 2015 International Building Code Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hour <br /> Building Risk/Occupancy Category: II (Standard Occupancy Structure) Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete <br /> Dead and Collateral Loads Material Dead Weight Roof Live Load <br /> Roof Live Load: 20.00 psf Reducible <br /> Collateral Gravity:5.00 psf Roof Covering + Second. Dead Load: 1.89 psf p <br /> Collateral Uplift: 3.00 psf Frame Weight (assumed for seismic) :3.60 psf - USR <br /> Wind Load Snow Load <br /> Seismic Load <br /> Wind Speed: Vult: 110.00 (Vasd: 85.21) mph Ground Snow Load: pg: 25.00 psf Lateral Force Resisting Systems using Equivalent Force Procedure <br /> The 'Envelope Procedure' is Used Flat Roof Snow: pf: 18.90 psf Mapped MCE Acceleration: Ss: 142.00 %g <br /> 54 S1 ti <br /> Mapped MCE Acceleration: : .10 �g <br /> Wind Exposure: C - Kz: 0.998 Design Snow (Sloped) : ps: 18.90 psf Y <br /> Parts Wind Exposure Factor: 0.998 Rain Surcharge: 0.00 Site Class: Stiff soil (D) <br /> Wind Enclosure: Free Roof - Clear/Obstr Specified Minimum Roof Snow: 25.00 psf (USR) Seismic Importance: Ie: 1.000 <br /> Topographic Factor: Kzt: 1.0000 Exposure Factor: 1 Fully Exposed - Ce: 0.90 Design Acceleration Parameter: Sds: 0.9467 <br /> Snow Importance: Is: 1.000 <br /> Design Acceleration Parameter: Shc: 0.5410 X <br /> NOT Windborne Debris Region Thermal Factor: Unheated - Ct: 1.20 Seismic Design Category: D <br /> Base Elevation: 0/0/0 Ground / Roof Conversion: 0.70 Seismic Snow Load: 0.00 psf <br /> Primary Zone Strip Width: 2a: 32/4/0 <br /> Snow Used in Seismic: 0.00 Cadman 1 <br /> Parts / Portions Zone Strip width: a: 12/0/0 <br /> Diaphragm Condition: Flexible Roof: B <br /> Basic wind Pressure: q: 26.27 psf Fundamental Period Height Used: 32/4/0 <br /> Cadman 1 <br /> Roof: A <br /> Transverse Direction Parameters <br /> Ordinary Steel Moment Frames <br /> Redundancy Factor: Rho: 1.30 X <br /> Fundamental Period: Ta: 0.4517 <br /> R-Factor: 3.50 Y <br /> Overstrength Factor: Omega: 2.50 <br /> Deflection Amplification Factor: Cd: 3.00 <br /> Base Shear: V: 0.2705 x W <br /> Longitudinal Direction Parameters <br /> Ordinary Steel Concentric Braced Frames <br /> Redundancy Factor: Rho: 1.30 <br /> Fundamental Period: Ta: 0.2712 <br /> R-Factor: 3.25 <br /> Overstrength Factor: Omega: 2.00 <br /> Deflection Amplification Factor: Cd: 3.25 <br /> Base Shear: V: 0.2913 x W C <br /> Snow Buildup <br /> Shape Surface Description X Location Y Location Magnitude �� wss� <br /> Cadman 1 Roof: A Unbalanced Snow Load 1, Shifted Left Roof: A 0.0 ft 24.0 ft 12.9 psf <br /> 0.0 ft 0.0 ft 12.9 psf y <br /> 215.0 ft 0.0 ft 12.9 psf <br /> 215.0 ft 24.0 ft 12.9 psf <br /> Cadman 1 Roof: B Unbalanced Snow Load 1, Shifted Right : Roof: B 0.0 ft 24.0 ft 12.9 psf 56 92 <br /> 0.0 ft 0.0 ft 12.9 p s f min '�'C(WEi <br /> 215.0 ft 0.0 ft 12.9 psf �s`s� )NAIL <br /> 215.0 ft 24.0 ft 12.9 psf <br /> 1. The Snow Buildup loading shown is in addition to the flat or sloped roof snow. 04/08/201Q <br /> 2. The X and Y Location dimensions are from the point of origin of each surface. <br /> PERMIT SET-For Building Dept.Approval <br /> THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF <br /> TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings BI <br /> DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT 3200 Players Club Circle Memphis TN 38125 CODES AND LOADS <br /> REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER <br /> VP ENGINEER'S SEAL DOES NOT APPLYPURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP REVI DATE I ByDESCPON BULDER <br /> CHG Building Systems,Ina oe a <br /> TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUS70MIR Cadman DATE <br /> LOCATION Everett,Washington 4.5.201 <br /> 18-040734 <br /> ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS VP BUILDINGS 9 <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRAW5.201K <br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PRGJECT Cadman Everett Bldg 1 jac <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NITS 1BULDERS PC# 28103 VPC VERSION: ZO1 S.2h PAGE2 <br /> 4/4/2019 16:46:50 FILENAME:Cadman 1 a diAslon of BlusScope Buildings NoMAnsdca,Ic. <br />