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Project: Bethany At Silver Crest I By: LW ISheet No. <br />1q)ff Location: Everett, WA Date: 11/11/20 1-11-G-1 <br />Client: Thermal Rite Revised: Job No. <br />Subject: Walk -In Cooler/ Freezer Analysis Date: 2000618 <br />GRAVITY ANALYSIS - UNIT #1 "Cooler/Freezer" <br />CEILING PANELS <br />Max Span of Panel = 98 in = 8.17 ft <br />Superimposed Loads <br />Dead Load wpL: <br />6.7 psf <br />Live Load war: <br />20.0 psf <br />Snow Load wsL: <br />17.6 psf <br />Wind Load wWL: <br />-22.4 psf <br />wu (DL+Lr): 27 psf <--GOVERNS <br />wu (DL+SL): 24 psf <br />wu (DL+0.45WL+0.75Lr): 12 psf <br />wu (DL+0.45WL+0.75SL): 3 psf <br />wu (0.6DL+0.6WL): -9 psf <br />TABLE 2: MAXIMUM ALLOWABLE LOADS FOR ROOF OR CEILING PANELS (PSF) <br />Span (ft) <br />Wood Frame <br />Foam Frame <br />7=31/2" <br />t=5" <br />t=4" <br />t=5" <br />10 <br />44 <br />72 <br />40 <br />54 <br />12 <br />30 <br />50 <br />28 <br />37 <br />14 <br />22 <br />37 <br />20 <br />27 <br />16 <br />19 <br />31 <br />12 <br />20 <br />18 <br />15 <br />24 <br />9 <br />16 <br />20 <br />1 12 <br />1 20 <br />8 <br />13 <br />Max Allowable Uniform Load: 40 psf >_ 27 psf OK <br />LARR PANEL SPAN CHART (Sheet 4 of LARR #24543) - FOAM FRAME <br />Panels <br />Ceiling / Roof <br />Int <br />Exterior <br />Thickness <br />(Design based on deflection criteria L/240) Live Loads - PSF <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />4.0 in <br />17.83 ft <br />14.17 ft <br />11.58 ft <br />10.00 ft <br />9.00 ft <br />8.08 ft <br />8.00 ft <br />7.42 ft <br />7.00 ft <br />6.58 ft <br />5.0 in <br />20.00 ft <br />16.25 ft <br />13.42 ft <br />11.58 ft <br />10.33 ft <br />9.50 ft <br />1 8.75 ft <br />8.17 ft <br />7.83 ft <br />7.50 ft <br />Max Allowable Ceiling/Roof Panel Span: 14.17 ft >_ 8.17 ft OK <br />WALL PANELS <br />Bearing Panels: Yes <br />Max Height of Panel = 106 in = 8.83 ft <br />Max Ceiling Trib: 4.08 ft Panel Height Limitation Per Table 1 of LARR #24543 = 11.75 ft >_ 8.83 ft OK <br />Vertical Loads <br />wu (DL+Lr): 109.0 plf <--GOVERNS <br />wu (DL+SL): 99.2 plf <br />wu (DL+0.45WL+0.75Lr): 47.4 plf <br />wu (DL+0.45WL+0.75SL): 12.6 plf <br />wu (0.6DL+0.6WL): -38.5 plf <br />Max Allowable Concentric Axial Load Per Table 1 of LARR #24543 = 500 PH >_ 109 plf OK <br />Lateral Loads PANEL SPAN CHART (Sheet 4 of LARR #24543) - FOAM FRAME <br />Live: 5.0 psf <br />Wind: 12.5 psf <br />Panels <br />Bearing Walls (500 PLF Max) <br />Thickness <br />Int <br />Exterior <br />Wind Loads - PSF <br />5 <br />15 <br />20 <br />25 <br />30 <br />35 <br />4.0 in <br />14.00 ft <br />13.50 ft <br />1 <br />12.00 ft <br />10.67 ft <br />9.75 ft <br />9.00 ft <br />5.0 in <br />14.00 ft <br />14.00 ft <br />13.83 ft <br />12.50 ft <br />11.33 ft <br />10.50 ft <br />Max Allowable Bearing Wall Panel Span: 13.50 ft >_ 8.83 ft OK <br />