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� (�� � � �� i� v� �-T�,�-� <br /> �� <br /> �Ba�c�s�d� Single 1-3/4" x 11-7/8" VERSA-LAM� 2.0 3100 SP Simple Hip\SH01 <br /> BC CALC.�3.0 Design Report-US 1 span�No canlilevers�8.5/12 slope Tuesday,November 20,2012 <br /> Build 517 <br /> File Name: Kaczke Job <br /> Job Name: Kaczke Job Description:SH01 <br /> Address: Specifier: Rick Dorion <br /> City,State,Zip:,MN Designer: Anthony Estevez <br /> Customer: Lampert Yards Company: Boise Cascade <br /> Code reports: ESR-1040 Misc: Roof Beam <br /> �;e.s <br /> �z <br /> � _ � � <br /> ; � <br /> d ._. y 1 �n �a w � ro o + <br /> � r: _.-, ...._ . . . .. . �-, . : . ' <br /> I .: ... . ' ' � � :: <br /> � .. . . . .: � ,. . .. .. :. . , . � _ � <br /> i �^_�� 11-03-12 <br /> gp 61 <br /> DL 342 tbs DL 644 Ibs <br /> ° SL 3731bs SL 747 Ibs <br /> d=08-00-Od <br /> o=Do-0o-00 Total of Horizontal Design Spans=11-03-12 <br /> ' Lyve Dead S�ow Vlfind Roof Live Trib. <br /> Load Summary <br /> Tag Description Load Type Ret. Start End 100% 90% 1159'0 133% 125% _ <br /> 1 Equivalent Load Trapezoidal(pt� L 00-QO-00 0 0 ' n!a <br /> 11-03-12 160 198 n/a <br /> Controls Summary Value �oAllowable Duration Case Span DISCIOSUfi@ <br /> Pos.Mome�t 3,052 ft-Ibs 24.9% 115% 3 1 -Intema! Completeness and accuracy of input must <br /> End Shear -1,020 Ibs 22.5% 115% 3 i -Right be verified by anyone who would rely on <br /> Totaf Load Defl. U789(0.211") 22.8% 3 1 output as evidence of suitability for <br /> Live Load Defl. U1,483 0.112" 16.2% 3 1 Pa►ticu�ar applicatiqn.Output here based <br /> ( ) on building code-accepted design <br /> Span/Depth 11.4 n/8 1 properties and analysis methods. <br /> Installation of BOISE engineered wood <br /> Slope and Cut Lenqth Sbpe Fascia Depth Floriz.Lenath Product Length ProducLs must be in accordance with <br /> Plumb Cut with Han er to db4.to late 8.5/12 14-1/2" 11-d3-12 14-O6-t i �«�'t kistauation Guide and applicable <br /> 9 P P building codes.To obtain Installation Guide <br /> or aslc quesiioris,please call <br /> Notes (8Q0)232-0788 before installation. <br /> Design meets Code minimum(U180)Total load deflection criteria BC CALC@,BC FRAMER�,AJS'"", <br /> Design meets Code minimum(U240)Live load ciefiection criteria. n�WoiST�,BC RIM BOARDT"" BCI�, <br /> Minimum bearing length for BO is 1-112". BOtSE GWLAMTM,SIMPLE FRAMING <br /> Minimum bearing length for B1 is 1-1/2". SYSTEDA@,VERSA-LANI�,VERSA-R1M <br /> Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ PLUSca�,vERSA-RInA�, <br /> VERSA-STRAND�,VERSA-STUD�are <br /> 1/2 intermediate bearing ��� //�_ �� hademarks of Boise Cascade Wood <br /> �"�^ Products LLC. <br /> �r� � s•��'l �/�o .e,t'.v �/�� � ��_ � �. <br /> ,e�- s��' :B,s ���as 1�1 L��l or L�TA 3�� <br /> � � Si�►1psoN �Z lZ �"�-• <br /> ,L USE <br /> ,4u..o��t�s�cE T�S/o.� /S3�#. <br /> 'T�f�eusT = �� � loz�� = �90�' ����, ��s�s# : <br /> No n�t�t�� o� <br /> � Q t"'� � ca.ra CX)= �°j = �17'� ��/ Oi.�tcr�o� <br /> � <br /> J <br /> 3 �°� <br /> �� S•�+rao•J S� �57'�9 ti36 <br /> w,« ����!� 1��vsia�J - 79�s �,.���a-/oo(�tics <br /> ,�---r� <br /> 9 �rc 9 p,tw�tl� �o- �o d.vrt��s <br /> c ve. <br /> Page 1 of 1 � ��+5� S/�E �� <br /> ,�Rc/ct' �tT �'�'c�' <br /> r�w .��rrs .��p�/�"s�,,�,,e��S <br />