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Codes and Loads <br /> Snow Buildup <br /> WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, Shape Surface Description X Location Y Location Magnitude <br /> HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN Cadman 2 Roof: A Unbalanced Snow Load 1, Shifted Left Roof: A 0.0 £t 24.0 ft 12.9 psf <br /> INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. 0.0 ft 0.0 ft 12.9 psf <br /> COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. 150.0 ft 0.0 ft 12.9 psf <br /> City: Everett County: Snohomish State: Washington Country: United States 150.0 ft 24.0 ft 12.9 psf <br /> Building Code Cadman 2 Roof: B Unbalanced Snow Load 1, Shifted Right Roof: B 0.0 ft 24.0 ft 12.9 psf <br /> Building Code: 2015 International Building Code Structural: IOAISC - ASD Rainfall: I: 4.00 inches per hour 0.0 ft 0.0 ft 12.9 psf <br /> Building Risk/Occupancy Category: II (Standard Occupancy Structure) Cold Form: 12AISI -ASD f'c: 3000.00 psi Concrete 150.0 ft 0.0 ft 12.9 psf <br /> 150.0 ft 24.0 ft 12.9 psf <br /> Cadman 2 Roof: C Unbalanced Snow Load 1, Shifted Left Roof: C 0.0 ft 24.0 ft 12.9 paf <br /> Dead and Collateral Loads Material Dead Weight Roof Live Load 0.0 ft 0.0 ft 12.9 paf <br /> Collateral Grav ty:5.00 psf Roof Covering + Second. Dead Load: Varies Roof Live Load: 20.00 psf Reducible <br /> 51.0 ft 0.0 ft 12.9 psf <br /> Collateral Uplift: 3.00 51.0 ft 24.0 ft 12.9 psf <br /> p psf Frame Weight (assumed for seismic):5.00 psf - USR Cadman 2 Roof: C Snow Drift (from Wall 3, Shape Cadman 2) : Roof: C 0.0 ft 60.2 ft 70.0 psf <br /> Wind Load Snow Load Seismic Load 0.0 ft 0.0 ft 70.0 psf <br /> Wind Speed: Vult: 110.00 (Vaad: 85.21) mph Ground Snow Load: pg: 25.00 psf Lateral Force Resisting Systems using Equivalent Force Procedure 16.2 ft 0.0 ft 0.0 psf <br /> 16.2 ft 60.2 ft 0.0 paf The 'Envelope Procedure' s Used Flat Roof Snow: pe : ps: psf Mapped MCE Acceleration: Ss: 542.00 #g Cadman 2 Roof: D Unbalanced Snow Load 1, Shifted Right : Roof: D 0.0 ft 24.0 ft 12.9 psf Wind Exposure: C - Kz: 1.057 Design Snow (Sloped): pa: 18.90 psf Mapped MCE Acceleration: S1: 54.10 #g <br /> Parts Wind Exposure Factor: 1.057 Rain Surcharge: 0.00 Site Class: Stiff soil (D) 0.0 ft 0.0 ft 12.9 psf <br /> Wind Enclosure: Free Roof - Clear/Obstr Specified Minimum Roof Snow: 25.00 51.0 ft 0.0 ft 12.9 paf <br /> p psf (USR) Seismic Importance: Is: 1.000 <br /> . a Topographic Factor: Kzt: 1.0000 Exposure Factor: 1 Fully Exposed - Ce: 0.90 Design Acceleration Parameter: Sds: 0. 4 f <br /> Snow Importance: Is: 1.000 Design Acceleration Parameter: Shc: 0.5410 Cadman 2 Roof: D Snow Drift (from Wall 3, Shape Cadman 2) Roof: D 51.0 ft 0.51.0 ft 24 0 0 ft 12.9 pft 70.0 psf <br /> 10 <br /> NOT Windborne Debris Region Thermal Factor: Unheated - Ct: 1.20 Seismic Design Category: D <br /> 51.0 ft 60.2 ft 70.0 psf <br /> Base Elevation: 0/0/0 Ground / Roof Conversion: 0.70 Seismic Snow Load: 0.00 psf 34.B ft 60.2 ft 0.0 psf <br /> Primary Zone Strip Width: 2a: 42/6/0 # Snow Used in Seismic: 0.00 34.B ft 0.0 ft 0.0 psf <br /> Parts / Portions Zone StripWidth: a: 12/0/0 1. The Snow Buildup loading shown is in addition to the flat or sloped roof snow. <br /> Diaphragm Condition: Flexible 2. The X and Y Location dimensions are from the point of origin of each surface. <br /> Basic Wind Pressure: q: 27.63 psf Fundamental Period Height Used: 42/6/0 P <br /> Transverse Direction Parameters <br /> Ordinary Steel Moment Frames <br /> Redundancy Factor: Rho: 1.30 <br /> Fundamental Period: Ta: 0.5622 <br /> R-Factor: 3.50 <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: 0.3329 <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 <br /> Cadman 2 <br /> I Roof: D <br /> ` Cadman 2 <br /> Roof: C <br /> X \` <br /> `\ I <br /> Cadman 2 <br /> Roof: B <br /> Cadman 2 <br /> Roof: A <br /> WA <br /> I _ <br /> I <br /> I <br /> I <br /> 56 9Z <br /> I - <br /> 2ssroNMAL <br /> 04/09/2019 <br /> PERMIT SET-For Building Dept.Approval <br /> THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings <br /> WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE CODES AND LOADS <br /> PERFORMANCE REQUIREMENTS SPECIFIED BY ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, 3200 Players Club Circle Memphis TN 38125 <br /> VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP <br /> TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. BEV Euh w DE:-1-ON BUILDER CHG Building ems,Inc. .IOBNO <br /> OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD cusfOmER Cadman 18-0040735-01 <br /> BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, <br /> PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington VP BUILDINGS 04/08/2019 <br /> VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT VRRS pRl1DEN DRAY HECK <br /> TEMPORARY BRACING. Cadman Everett Bldg 2 LND <br /> A BIueSDope Slea Company p� <br /> NTS Bu DBRaP 28103 NP ns- 2018.2b <br /> 2 <br /> 4/5/2019 10:56:21 p-ME Cadman 1- <br />