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Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 25 of 48 <br /> LPSoil D STA RT,Project: LDK Homes Designer: Justin Spreitzer <br /> Or SIGN znrnvaPf Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam L LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Level:Main Floor <br /> 3 <br /> 5 2 <br /> 1 <br /> • <br /> • <br /> • <br /> b . - "!,. Til <br /> l12" <br /> d 0 • • / <br /> 1 SPF 2 LVL 3 SPF <br /> / I. <br /> 7' 15' /--/5 1/4" <br /> / 22' <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 3 Design Method: ASD 1 301 1509 2222 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 8985 6118 2510 0 0 <br /> Deflection LL: 480 Load Sharing: Yes 3 2515 1027 (-77) 0 0 <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-SPF 3.000" 62% 1471/2656 4127 L_ D+0.75(L+S) <br /> Snow: 17 PSF 2-LVL 5.250" 74% 6173/9092 15265 LL D+L <br /> Analysis Results 3-SPF 3.000" 53% 1010/2530 3540 _L D+L <br /> Analysis Actual Location Allowed Capacity Comb. Case <br /> Neg Moment -12526 ft-lb 7' 42165 ft-lb 0.297(30%)D+L LL <br /> Pos Moment 10319 ft-lb 15'9 5/8" 42165 ft-lb 0.245(24%) D+L _L <br /> Shear 5050 lb 8'2" 13965 lb 0.362(36%)D+L LL <br /> LL Defl inch 0.129(L/1380) 14'11 1/16" 0.370(L/480) 0.350(35%) L _L <br /> TL Deft inch 0.174(L/1020) 15' 0.494(L/360) 0.350(35%) D+L _L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 BEARING 2 REQUIRES FULL-DEPTH BLOCKING,SQUASH BLOCKS OR OTHER DEVICE <br /> TO BE DESIGNED AND INSTALLED TO TRANSFER 541 LB. <br /> 3 Dead Load Deflection:Instant=0.045",Long Term=0.068" <br /> 4 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance <br /> not to exceed 6". <br /> 5 Refer to last page of calculations for fasteners required for specified loads. <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 braced at bearings. <br /> 9 Bottom must be laterally braced at a maximum of 12'11 13/16"o.c. <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 7-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 2 Uniform 3-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 3 Part.Uniform 0-0-0 to 7-0-0 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF <br /> Continued on page 2... <br /> Notes Manufacturer Info AmerhartLtd. <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 <br /> and listed in this report.The user s responsible to 414 Union Street,Suite 2000 55114 <br /> ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 <br /> the actual conditions of Inc structure for which this (888)820-0325 <br /> component s intended.This analysis is valid only for me www.lpcorp.com literhart <br /> rodun listed. <br /> APA:PR-L280,ICC-ES:ESR-2403, <br /> Copyright 2016 All rights reserved by Louisiana Pam <br /> Corp.414 Union St Suite 2000,Nashville.TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 <br /> 6/30/2018 6eyeed the Order' <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructn" <br />