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1000 SE EVERETT MALL WAY EXTERIOR BASE FILE 2025-10-22
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1000 SE EVERETT MALL WAY EXTERIOR BASE FILE 2025-10-22
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Last modified
10/22/2025 10:26:01 AM
Creation date
10/13/2025 9:23:06 AM
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Address Document
Street Name
SE EVERETT MALL WAY
Street Number
1000
Unit
EXTERIOR
Tenant Name
BASE FILE
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Project: Everett Mall Canopy Job Number: 23-695 <br />EMPM Sheet: of Name: LAH <br />Structural Solutions Originating Office: Tacoma Date: 09/27/21 <br />DESIGN CRITERIA - WIND <br />FIGUR 27.3-1 Main Wind Force Resisting System, Part I (All Heights): xtern ressure Coefficients, p, for Enclosed an <br />Partially Enclosed Buildings - Walls and Roofs per ASCE 7-16 <br />aiagrms <br />qzGcp <br />WIND <br />lip <br />qJ Grp <br />r asa�• sas`r <br />r�!�t !k qkoc <br />KM fbacp <br />Gnu, ; <br />r�_ <br />4 <br />;ter <br />CP <br />qkGcp <br />..S.. O , <br />r fi thecp <br />4 aar-•s (""� <br />r aae �. .� <br />Oct <br />PUN ELVA71M <br />MAIMM O N. <br />Notsfim <br />Horizomialdimension of building, `, measured nDnnW to windtr <br />HarizDnW dinnemion of building,use p=Uel to • r <br />h = Mean rod height in ft (ft except that eave height %hall be used for 0:5 10 degrees. <br />Height rove ruav in <br />sfactor. <br />r 1 k evalmoted at mspecdveheight <br />iAgleof ph.. of 1-i'.ficon hmimntal,1'' <br />RGURE 27.3-1 fib Wind Fotoe ReskthV Systam4 Part t (Ad Haigit# Exhwnel Pressure Coefficients, C., for Endased and <br />EnclosedBuildings,.—Waft and Roofs <br />Design Criteria - IBC2018 - Revised 04/12/21 23695 Design Criteria 2023-09-27 lah(Wind Ext. Pressure Coefficients) <br />
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