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4711 GLENHAVEN DR 2016-01-01 MF Import
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4711 GLENHAVEN DR 2016-01-01 MF Import
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Last modified
2/11/2017 4:23:11 PM
Creation date
2/11/2017 4:22:53 PM
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Address Document
Street Name
GLENHAVEN DR
Street Number
4711
Imported From Microfiche
Yes
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�� Single' IIS" x 12" BOISE GLULAMTM' 2� -V4IDF Floor Beam\FB01 <br /> BC CALCQ�I 2.0 Design Report-US 1 span� No cantilevers�D/12 �lope Tuesday, February 10,2009 08:53 <br /> Build 276 <br /> File Name: AW Homes <br /> Job Name: Description: F801 <br /> Address: Specifier. <br /> City, State,Zip: , Designer. <br /> Customer: Company: <br /> Code reports: ICBO 5745, LA-01365 Misc: �O`{ –(;�-1 � <br /> f---- — � --f <br /> I <br /> --- -- ---iaoo:oo---- ---- —r <br /> -- -- ----- - <br /> r -- si,s�rz• <br /> B0.5-112.' <br /> LL 2,280 Ibs LL 2,2801bs <br /> DL 712 Ibs DL 712 Ibs <br /> Tolal Horizonlal Produd Lenglh=�4-00-00 <br /> Load Summary Live Dead S�rowr Wind Roof Live <br /> 7ag Dascription Load Type Ref. Sfart End 100'ti 90'ti 115% 13354 125% Trib. <br /> 1 Standard Load Unf.Area(ps� Left 00-00-00 19-00-00 40 10 06-00-00 <br /> COIIh013 SUM1118ry Vaiue '�Allowable Duration Case Span DIECIOSUfB <br /> Pos. Moment 13,050 ft-Ibs 53.1°,6 100°,6 1 ! -Intemal Completeness and aauraq ol input must <br /> End Shear 2,532 Ibs 23.3% 100% 1 1 -Left �e venfied DY airyone who would rey on <br /> Total Load Defl. U373(0.586") 64.4°,6 7 1 ���^�ot suitabiuy for <br /> Live Load Defl. U489 0.447" 73.6% 1 1 �����10"'�"���B�� <br /> � ) on building code-accepted design <br /> Max Defl. 0.586" 58.6% 1 � propenies and anaysis methods. <br /> Span/Depth 18.2 Na 1 IasWtlation ot BOISE ergineereA wootl <br /> produds must bc in accordance with <br /> X Allow %Allow wrtent Inslallaticn Guide and apDticable <br /> Bearinq Supports Dim (L x W) Value Support Membcr Matedal _ building codes.To obtain Installahon Gwdc <br /> BO Posl 5-1/2"x 5-1/8" 2,992 Ibs Na 16.3% UnspeafiF or ask questions,piease wll <br /> 81 Posl 5-1/2"x 5-1/8" 2,992 Ibs Na 16.3°� Unspecified (B��Z�Z-0788 before instailation. <br /> BC CALC�,BC FR4MER�,AJS"', <br /> Notes BO SEIGLULAM'R�SIMPLE DRAMMG <br /> Design meets Code minimum(L/240)Total load deflection criteria. SYSTEM9,VERSA-LAM*J�.VERSA-RIM <br /> Design meets Code minimum(U360)Live toad deflection criteria. P�US�,vERSA-RiM�, <br /> DCSigO titC8l5 3fbitf8ry (1") M3xifitufll lo3d dC(ICCti011 GfitOfi�. VERSA-STRANP�,VERSA-S?UPD are <br /> trademarks of Boise Wood Products, <br /> L.I.C. <br /> Page 1 of 1 <br />
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