HomeMy WebLinkAboutCA_BeamCalculations_190430_V12015 IRC/2015 NDS BEAM CALCULATIONS
FOR
TO BE BUILT IN
WASHINGTON
FOR
Roof
Roof w/ tile
LOADING
15 PSF Dead Load + 25 PSF Live Load = 40 PSF
25 PSF Dead Load + 25 PSF Live Load = 50 PSF
Floor 10 PSF Dead Load + 40 PSF Live Load = 50 PSF
Floor w/ Gypcrete 24 PSF Dead Load + 40 PSF Live Load = 64 PSF
Ceiling 5 PSF Dead Load + 10 PSF Live Load = 15 PSF
Deck 5 PSF Dead Load + 40 PSF Live Load = 45 PSF
Exterior Cantilevered 10 PSF Dead Load + 60 PSF Live Load = 70 PSF
Balcony
Interior Partition = 07 PSF
Exterior Partition = 10 PSF
DEFLECTION
Roof = 1/360 Live Load, 1/360 Total Load
Floor = 1/480 Live Load, 1/360 Total Load
NOTE: This stamp applies to the members and
assemblies described in these calculations, and are
only valid if they have been wet stamped.
Architects Northwest Job No ARCHITECTS NORTHWEST, Inc.
18915 142nd Avenue NE Suite 100
Woodinville, WA 98072
(425) 485-4900 FAX (425) 487-6585
www.ArchitectsNW.com
03/13/19
PR13000037
B19003029
V1
RECEIVED
06/06/2019
aalexander
BUILDING DIVISION
APPROVEDBUILDING DIVISION
THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.
APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.
DATE: 07/16/2019