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F t <br /> Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 1 of 48 <br /> LPS 0 L I D STA RT•Project: LDK Homes Designer: Justin Spreitzer <br /> ,; .;,;;r,.➢; DESIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam A LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Upper Level <br /> 1 <br /> II1 <br /> LP .,. LP ..•. LP N 91/2" <br /> 1 SPF End Grain 2 SPF End Grain <br /> 11' / 1,3 1/2" <br /> 11' <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 2 Design Method: ASD 1 0 1414 2791 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 0 1414 2791 0 0 <br /> Deflection LL: 240 Load Sharing: No <br /> Deflection TL: 180 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" 46% 1414/2791 4205 L D+S <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 3.000" 46% 1414/2791 4205 L D+S <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 10790 ft-lb 56" 12245 ft-lb 0.881(88%) D+S L Grain <br /> Shear 3457 lb 10'1/4" 10452 lb 0.331(33%) D+S L <br /> LL Defl inch 0.407(L/313) 5'6" 0.531(L/240) 0.770(77%)S L <br /> TL Defl inch 0.614(L/208) 5'6" 0.708(L/180) 0.870(87%) D+S L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.206",Long Term=0.310" <br /> 3 Fasten all plies using 2 rows of 1Od 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 14-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> Self Weight 11 PLF <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 /> tre the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 <br /> heuactuai conditions of the structure for which this (888)820-0325 <br /> comcomponent Is intended.This analysis is valk only for the W W W.l R- trim likerhart <br /> pot nent is P p <br /> Copyright 2016 Al rights reserved by Louisiana Pacific <br /> APA:PR-L280,ICC-ES:ESR-2403, <br /> Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 <br /> 6/30/2018 5etcad'!e Ofdet• <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructre <br />