2131 LAKE HEIGHTS DR 2022-03-24 - Laserfiche WebLink

Project: Bethany At Silver Crest By: LW Sheet No. Location: Everett, WA Date: 11/11/20 1-11-C-1 Client: ThermalRite Revised: Job No. Subject: Walk -In Cooler / Freezer Analysis I Date: 2000618 CEILING PANEL TO CEILING PANEL CAM -LOCK CONNECTION SHEAR CHECK: VALL = 170 lb Allowable Capacity of Cam in Foam Rails per Table 5 of LARR #24543 r---------- r----------1 Panel Width = 47 in 1 1 1 Panel Length = 98 in 1 I 1 Diaphragm Shear 1 I I i 1 1 ALONG PANEL LENGTH: Max Seismic= 23.2plf Max Live = 47.3 plf Max Wind = 49.5 plf <--- GOVERNS 1 1 1 1 1 1 1 1 1 i 1 1 Max Spacing: 41 in Req'd No. of Cam -Locks: 3 1 1 1 1 I 1 i Ceiling Panel Plan No. per Ceiling Panel: (3) PER PANEL LENGTH Typical Cam -Lock Connections are Adequate WALL PANEL TO WALL PANEL CAM -LOCK CONNECTION SHEAR CHECK: VALL = 170 lb Allowable Capacity of Cam in Foam Rails per Table 5 of LARR #24543 Panel Width = 47 in Panel Height = 106 in Line Wall Shear vcL Holdown Uplift Uplift vcL Max va Max Spacing Req'd No. of Cam -Locks NS1 49.5 plf 312 lb 35.3 plf 49.5 plf 41 in 3 NS2 90.7 plf 563 lb 63.7 plf 90.7 plf 22 in 5 EWS 9.1 plf 0 lb 0.0 plf 9.1 plf 225 in 1 EW2 9.1 plf 0 lb 0.0 plf 9.1 plf 225 in 1 Vponel I i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O 1 IV, 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 V 1 1 1 1 � 1 Wall Panel Elevation No. per Wall Panel: (3) PER PANEL LENGTH Straps Req'd at Panel Connections at the Following Walls: NS2