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s Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 41 of 4E <br /> LPSOLID STA RT'Project: LDK Homes Designer: Justin Spreitzer <br /> err+.iY+d� DESIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam V LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Basement <br /> 3 4 5 <br /> t-- . 2 <br /> 1 v <br /> / <br /> LPf+ LP 9 1/2' <br /> .. . <br /> • / <br /> 1 SPF End Grain 2 SPF End Grain <br /> 8'6" <br /> '1'3 1/2" <br /> 86n <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 2 Design Method: ASD 1 2160 1282 0 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 2160 1282 0 0 0 <br /> Deflection LL: 360 Load Sharing: No <br /> Deflection TL: 240 Deck: Not Checked <br /> Importance: Normal <br /> Temperature: Temp<=100°F <br /> General Load Bearings <br /> Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. <br /> Dead: 15 PSF 1-SPF 3.000" 37% 1282/2160 3442 L D+L <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 3.000" 37% 1282/2160 3442 L D+L <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 7028 ft-lb 4'3" 10648 ft-lb 0.660(66%) D+L L Grain <br /> Shear 2537 lb 11 3/4" 9088 lb 0.279(28%) D+L L <br /> LL Defl inch 0.148(L/657) 4'3 1/16" 0.271(L/360) 0.550(55%) L L <br /> TL Defl inch 0.237(L/412) 4'3 1/16" 0.406(L/240) 0.580(58%) D+L L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.088",Long Term=0.133" <br /> 3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance <br /> not to exceed 6". <br /> 4 Refer to last page of calculations for fasteners required for specified loads. <br /> 5 Girders are designed to be supported on the bottom edge only. <br /> 6 Top loads must be supported equally by all plies. <br /> 7 Top must have sheathing attached or be continously braced. <br /> 8 Bottom braced at bearings. <br /> 9 Lateral slenderness ratio based on single ply width. <br /> ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments <br /> 1 Uniform 10-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF <br /> 3 Point 0-0-0 Top 83 lb 185 lb 0 lb 0 lb 0 lb <br /> Bearing Length 0-3-0 <br /> 4 Point 4-3-0 Top 267 lb 550 lb 0 lb 0 lb 0 lb <br /> Continued on page 2... <br /> Notes Manufacturer Info Amerhart Ltd. <br /> This component analysis is based on the loads. Louisiana-Pacific Corp 2631 Territorial Road,MN <br /> geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 <br /> and listed in this report.The user is responsible to <br /> ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 <br /> nactual conditions of the structure for which this (888)820-0325 <br /> component is Intended.This analysis is valid only for the www.lpcorp.Com <br /> product Fated. APA:PR-L280,ICC-ES:ESR-2403, <br /> Copyright 2016 All rights reserved by Louisiana Pam <br /> Corp.414 Utllon St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 kitillethart <br /> 6/3012018 yeyC"9!ke Cider" <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructns <br />