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Project: Bethany At Silver Crest By: LW Sheet No. <br />Iqjff Location: Everett, WA Date: 11/11/20 LARR-4 <br />Client: ThermalRite Revised: Job No. <br />Subject: Walk -In Cooler / Freezer Analysis Date: 2000618 <br />CrownTonka California, d/b/a Thennalrite <br />RE: Thermalrite and Crown Tonka Refrigeration panels for walk-in coolers and freezers <br />RR 24543 <br />Page 4 of 6 <br />'TABLE 3: Maximum Allowable Shear Leads of Wall Parcels (PLF) <br />Height :Width <br />Ratio <br />Allowable Shear (PLF) <br />Wood Frame <br />Foam Frame <br />0.5 : 1 <br />532 <br />340 <br />1 :1 <br />266 <br />170 <br />1.5 : 1 <br />177 <br />113 <br />2 : l <br />133 <br />85 <br />TABLE 4 Maximum Allowable ,�oq flCeilirtg Diaphragm Shear(1'LF) <br />Height :Width <br />Ratio <br />Allowable Shear (PLF) <br />Wood Frame <br />Foam Frame <br />0.5 : 1 <br />532 <br />340 <br />1 ; 1 <br />266 <br />170 <br />1.5 : 1 <br />177 <br />113 <br />2 : 1 <br />133 <br />85 <br />3 : 1 Maximum <br />88 <br />56 <br />The panels shall he continuous between exterior shear walls and <br />shall not contain any openings or hales, <br />• Panel to concrete slab connection <br />• Wall panel to Elver connection <br />TABLE S: Maximum allowable L;oading,/vr the Cam -Locking Devices <br />Wood Frame <br />Foam FraJrte <br />Tension parallel to panel <br />face.. <br />307 LBS <br />154 LBS <br />Shear along longitudinal <br />edge of panel in direction <br />261 LBS <br />170 LBS <br />parallel to panel edge <br />