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Project: Bethany At Silver Crest <br />Location: Everett, WA <br />Client: ThermalRite <br />Subject: Walk -In Cooler / Freezer <br />By: LW <br />Sheet No. <br />Date: 11/11/20 <br />U1-C-4 <br />Revised: <br />Job No. <br />Date: <br />2000618 <br />WALL PANEL TO FLOOR 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 />Wall Shear <br />Max Seismic = <br />30.2 plf <br />Max Live = <br />47.3 plf <br />Max Wind = <br />90.7 Of <--- GOVERNS <br />Max Spacing: <br />22 in <br />Req'd No. of Cam -Locks: <br />3 <br />Out -of -Plane <br />Force <br />Seismic Load = <br />2.7 plf <br />Live Load = <br />22.1 plf <br />Wind Load = <br />55.1 plf <--- GOVERNS <br />Max Spacing: 37 in <br />Req'd No. of Cam -Locks: 2 <br />Out -Of -Plane <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 Wind Load <br />Dead Load <br />(ASD) <br />Spacing <br />Cam -Locks <br />NS1 23.00 in -25.8 plf <br />26.1 plf <br />10.1 plf <br />194 in <br />1 <br />NS2 23.00 in -25.8 plf <br />26.1 plf <br />10.1 plf <br />194 in <br />1 <br />EW1 49.00 in -54.9 plf 30.7 plf 36.4 pif 54 in 1 <br />EW2 49.00 in -54.9 plf 30.7 plf 36.4 plf 54 in 1 <br />10 <br />Wall Shear <br />DESIGN REQUIREMENTS: <br />Wall Panel Width = 47 in <br />Typical Cam -Lock Connections are Adequate at the Following Walls: <br />Typical No. per Wall Panel: (2) PER WALL PANEL END NS1, EW1, EW2 <br />Atypical Connection Req'd: (3) Cam -Locks per Panel End Req'd at the Following Walls: <br />NS2 <br />