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t` Z l n - 048 Page <br /> DATE: 8/24/2021 COMPANY: Perco Engineering, PC <br /> VITRUVIUS BUILD: Base DESIGNED BY: Danny Parrrent <br /> CUSTOMER: Fullwiler Const 3 REVIEWED BY: Danny Parrrent <br /> PROJ. ADDRESS: <br /> 98258 <br /> PROJECT SUMMARY <br /> Project Name: Fullwiler-3 <br /> Governing Codes: <br /> Building Code: 2018 International Building Code VECEOVE1 1�+ 4P J <br /> ASCE:ASCE 7-16 <br /> Steel:AISC 360-16 SEP 7 2��1 Ae"� �, C <br /> Concrete:ACI 318-14 _ //f L <br /> Masonry:TMS 402/602-16 CITY OF EVERETT <br /> Level: Roof Permit Services es ?'1, <br /> Module Location:Gar Door Roof Beam <br /> Module Type:Roof Beam <br /> Material Type:Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF <br /> Member Dimensions:(1)3.5 in.X 10.5 in.X 16 ft <br /> Section Adequacy: 68.94% <br /> Controlling Factor.Bending Stress Y <br /> Module Location:Covered Porch Roof Beam <br /> Module Type:Roof Beam <br /> Material Type:Solid Sawn Douglas Fir-Larch No.2 <br /> Member Dimensions:(1)3.5 in.X 9.25 in.X 12 ft <br /> Section Adequacy: 0.37% <br /> Controlling Factor.Bending Stress Y <br /> Module Location: Bdm3-gar Floor Beam <br /> Module Type:Floor Beam <br /> Material Type:Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF <br /> Member Dimensions:(1)5.5 in.X 12 in.X 21 ft <br /> Section Adequacy: 31.68°%:, <br /> Controlling Factor.Bending Stress Y <br /> Module Location:Simulated Girder East-West <br /> Module Type:Floor Beam <br /> Material Type:Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF <br /> Member Dimensions:(1)6.75 in.X 36 in.X 37 ft <br /> Section Adequacy: 3.99% <br /> Controlling Factor:Bearing Stress <br /> J`b <br /> Module Location:Office Window Floor Beam <br /> Module Type:Floor Beam 1 <br /> Material Type:Solid Sawn Douglas Fir-Larch No.2 �k v <br /> Member Dimensions:(1)3.5 in.X 9.25 in.X 10 ft <br /> Section Adequacy: 6.23% l <br /> Controlling Factor:Bending Stress Y <br /> Module Location:Back Porch Eave Beam t' <br /> Module Type:Roof Beam ;', ;f d <br /> N <br /> Material Type:Solid Sawn Douglas Fir-Larch No.2 ^� <br /> Member Dimensions:(1)3.5 in.X 9.25 in.X 12 ft 1' 1. '-? -• <br /> Section Adequacy: 0.37% <br /> Controlling Factor.Bending Stress Y <br /> Level: Main Floor • #1. 307 d Arc <br /> Module Location:Lvg rm Ceiling Floor Beam CPS �e <br /> Module Type:Floor Beam �N <br /> Material Type:Glulams Stress Class Rated 24F-1.8E 24F-V4 DF/DF <br /> Member Dimensions:(1)5.5 in.X 13.5 in.X 21 ft <br /> Section Adequacy: 1 57`3. <br /> Controlling Factor.Bending Stress Y <br />