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Project: Bethany At Silver Crest By: LW <br />Location: Everett, WA Date: 11/ <br />Client: ThermalRite Revised: <br />Subiect: Walk -In Cooler / Freezer Analysis Date: <br />CEILING PANEL TO WALL PANEL CAM -LOCK CONNECTION <br />SHEAR CHECK: <br />VALi = 170 lb Allowable In -Plane Capacity of Cam in Foam Rails per Table 5 of LARR #24543 <br />VALL = 373 lb Allowable Out -of -Plane Capacity of Cam in Foam Rails per Testing Performed by Stork` — <br />Diaphragm Shear <br />Max Seismic= 23.2plf <br />Max Live = 47.3 plf <br />Max Wind = 49.5 Of <--- GOVERNS <br />Max Spacing: <br />41 in <br />Req'd No. of Cam -Locks: <br />2 —� <br />Out -of -Plane Force <br />Seismic Load = <br />2.7 plf <br />Live Load = <br />22.1 pif <br />Wind Load = <br />55.1 pif <--- GOVERNS <br />Max Spacing: 81 in <br />Req'd No. of Cam -Locks: 1 <br />d— <br />Out-Of-Plane Diaphragm Shear <br />TENSION CHECK: <br />TALL = 164 lb Allowable Capacity of Cam in Foam Rails per Table 5 of LARR #24543 <br />Max Roof <br />Resisting <br />Net Uplift <br />Max <br />Req'd No. of <br />Line RoofTrib <br />Wind Load <br />Dead Load <br />(ASD) <br />Spacing <br />Cam -Locks <br />NS1 23.00 in -25.8 pif <br />4.1 plf <br />23.3 plf <br />85 in <br />1 <br />NS2 23.00 in -25.8 pif <br />4.1 plf <br />23.3 plf <br />85 in <br />1 <br />EW1 49.00 in -54.9 plf 8.8 plf 49.6 plf 40 in 2 <br />EW2 49.00 in -54.9 plf 8.8 plf 49.6 plf 40 in 2 <br />DESIGN REQUIREMENTS: <br />Wall Panel Width = 47 in <br />Typical Cam -Lock Connections are Adequate <br />Typical No. per Wall Panel: (2) PER WALL PANEL END <br />Sheet No. <br />U1-C-3 <br />Job No. <br />2000618 <br />q <br />