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I Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 35 of 4E <br /> LPSo L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer <br /> Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> �r-ee-w DESIGN SOFTWARE <br /> Orono, MN Project#: <br /> Beam P LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply -PASSED Level:Main Floor <br /> 4 7 :7_ <br /> 5 3 6 <br /> • 2 <br /> V. 1. `'• I A 1- <br /> • ..• •4r •"a • M.. () ( 1'2" <br /> y <br /> o f <br /> 1 Hanger(HGU5.50-SDS) 2 SPF <br /> 14'4" 5 1/4" <br /> 14'4" <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 3 Design Method: ASD 1 5539 3690 916 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 5490 3576 741 0 0 <br /> Deflection LL: 480 Load Sharing: Yes <br /> Deflection TL: 360 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- 5.250" 45% 3690/5539 9229 L D+L <br /> Snow: 17 PSF Hanger <br /> Analysis Results 2-SPF 4.500" 90% 3576/5490 9066 L D+L <br /> Analysis Actual Location Allowed Capacity Comb. Case <br /> Moment 17961 ft-lb 7'2 3/4" 42165 ft-lb 0.426(43%)D+L L <br /> Shear 6768 lb 12'10 1/4" 13965 lb 0.485(48%) D+L L <br /> LL Defl inch 0.171(U959) 7'2 9/16" 0.341(U480) 0.500(50%) L L <br /> TL Defl inch 0.287(U571) 7'2 1/2" 0.455(L/360) 0.630(63%) D+L L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.116",Long Term=0.174" <br /> 3 Fasten all plies using 4 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 Fill all hanger nailing holes. <br /> 6 Girders are designed to be supported on the bottom edge only. <br /> 7 Top loads must be supported equally by all plies. <br /> 8 Top must have sheathing attached or be continously braced. <br /> 9 Bottom braced at bearings. <br /> 10 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 9-6-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 2 Uniform 1-0-0 Far Face 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> 3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF <br /> 4 Part.Uniform 0-0-0 to 1-0-0 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> 5 Point 1-0-0 Top 1414 lb 2791 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 <br /> ulisashville,TN 37219 <br /> ted in this report.The user is responsible to N <br /> the accuracy of the input and the applicability to 800-879-8123 <br /> the actual conditions of the structure for which this (888)820-0325 <br /> component is intended.This analysis is valid only for the www Ipcorp com I1 ��L_ ` <br /> oprig t 20roduct APA:PR-L280,ICC-ES:ESR-2403, (au1R` <br /> Copyright 2046 All rights reserved M Louisiana Pacific <br /> Corp.414 UNon St Suite 2000,Nashville,TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 <br /> 6/300018 tefond the Order' <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStrucro <br />