Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Misc plans
/ i I! I, I 1— — i— I � '� ��s � � {�� ��� � _ _ ;!` � Iv1 � , � � � � - - ''��1 � - � —�- -- - _� c� � ;— -'�- - � � �' .— - - - � � � .1 _ � � �, __ - - � � , � � _ ; _ , _ -�_ _ , �: — � � ; � --- - � �' ;- --, � _ � - c � _ _ _ -- . � � � - - ,,I _ __ �1 �- -- -- - i � _- -- __ _ � � o -- - '' � �4 - �I - — - �, _ � � --- _ .- . -- - �- � :,�` ___ __ � _ m � i � . _._ _ _ __ i ' � �. ' � _ � _— i �, � � �a _ � ( � _ , �;— ' — _ ��, � � _ �� — ._ _r � -- � -- � � K � � q - � I - . _ � -�- . _, (� -- �- - - --� C� � �O ; � r'r ' , �. �1 � I �'�� ' �_ �i � - ` I 1 �_ r- � O, � � -- - � -- - - _ __ � __` � � � -� -�;�'I �'� _ _ - _+ - � - -- __ ,..,Q , '� . � � �- , j �t�;."",�"� -- � �-_ __ - - - - : �p � �� l � II - � � V� -� -� , � � _'""� . i ' � . � � — — , � —�-- I � — . � . , � __ �., _ — I v'1 — — I _;� _I � I ' __� L -- I -- - - - � - - - ; �� � i _ _�-!- �_�_ � � � I� '� ` � i - � -_-_ � _ � -- � r � - - __� � II ��'�j �_� � �-}�� + C �� � i '. - � - I - - , --�- �� � � _ �- i � � -- - I � - ('� r . i I , -- -� _ t � � _ _ _ � ' _ _, _ ,--�, _ 1 � i � , i � --�-_ � � I -t-- - --- - - +--T- - r- ._ -- - � ; -- r- - ___ _ -- _-- - - - - � Q �� I - -- ^ 1 ' -- � \ � � i � i il - - - --- -- I t�`� , - � -- "� � - - _ _ - ,. li� �� - �� - - - - 1 I ♦� b , vl ' � � N � ._ __. . I ..Y. � _-. -- -_ _-... __.. _- ".--__._ .._�___.- I I , 6 � � ''d � � � � � r---- . • . , -- - , -- -- - - ,' . � p%I�" �! R T E MEMBEI2 REPORT Level,Roof. ist PASSED 1 piece(s) 2 x 6 Spruce-Pi -fir No. 1 / No. 2@ 24" OC � Overall Slo Length:8'4 5/16" I � + + o _.____ o - � - �2 � 3� � ' 8 I L'1 _._. __ ___- -� ---- Z All IocaCons are measured from the outside face of ieft support(or left canti!e r end�.All dimensions are horizontal. �Design Resuits � �cwa���ocahon �u�owea �e ic , — �F Load:Combinatla�(Patbera) System:300/ _---- __ - ---� - ' -- -- -- � {, _ 396 @ 8 13/16" 92850^) Gas ed(43�) l,zs' 1 0 D+1.0 Lr(All Spans) MemDer Type:b�st Member Reaction Qbs) 485�2 li2' 2Z37 (3 S h e ar ;,<} 1.0 D+1.0 Lr(All Spdns} Buil��g Use:Res+de��tlal __ _ - — —_ . __ _ --- - Moment{Ft-tbs) 871 @ 4' 1030 Pas {BS/o) 1 25 1 0 D+lA Lr(AII Spans) euila�ng Coce:IeC - ----- � _ - -_ __ �Uv L ae o d Defl.(in) 0.217 @ 4' 0 2fi1 Pas d(tJ 32) 1 0 D+1.0 Lr(All Spans) Desi�n Memodoiogy:aso - -- -- -- _ _.._.. _ __ 'Total Load Defl.(in) � 0.329 @ 4' 0391 Pas (L/�85) j -- 1.0 D+1.0 Lr(All Spans) ►4ember�itch:3/iz _ _.._. _ •oencrno�vicer�a:��(U35o)and t�(Uzao). •Bracing(lu):All compressbn edges(top and bottom)must be breced at 6'S 1/16"o/c nless e�iled atherwise.Proper atbcbment and pasitlonlny of fatera� 6racing Is required to achieve member sbblliry. •A 15%Increase in tt�e moment capacity has been added to account for repeUtive mem r usag . •Applicable cakula[ions are based on NDS 20r,,methodology. . . .. . �._.. .._ ����r�) I ..... . BP,a�I11g L.CIIIJNI I � ' ._— . .. .__4_ y �PP�S roai Ava�Iable Requirod Dead R�` TWaI j llcaecsories . __ _ __ --. _u�--�— — --- ; _ -- - 1 • ._ . � 4�� •��.,i�. 2-Beveled Plate SPF � 350 3.50" 1.50" 165 32I 1-3e�.r' C�ia;�-SFF C 5� 1.SQ' 165 3_ _ .�.. p 485 1 Hiockiny •Blocking Panels are assumed to carry rro loads appiied direc;fy above them and Lhe fuli! ad is applied to the member being desgned. . . � . . .. ( � Dead Roof •ve .. �.Od�15 � � .._ � LOCafj011 j SP3Ct11� (0.90) (noo-sn :1.25J CWnrtIPJ1GS ' _ . ... __— . .. .._._ . ' _ -1 0!c 6 I ;.t �f'..0 ' R.. __ — . . . _-----.__-------__ _.... .,__.__._ �_ ..._.... Weyefiaeuser Notes ___ ', �susrniru,aLc roccsT�rirar��nvE ._��•_�'�iu��rr�::rrr�,r ,lli :li'f:.i��ny c;`ILS N uJ�i.L• n�Il l�c I�l dCCOIdd�1Cz wi(h VdeyNh ,er pro�uct de519n criteria and published dr.s+gn values. ��:h'r.ycrt�ei�xr cxprc^s�ly�i;cfalm;any other v:arrant;es relateA to Mie soRware.Refer to� en[W .aeuser flterature for in5{dlla4on demils. �ee �(www.w3odbywy.com)Acces,orie,(Rim 6oarJ,BIp�Kifl()�df1f15 dIKJ SQUdSh BIOCICS�dfC Il t�esig try tlNs so(Mare.Use ot this wfM•are is not inOended tr. Urcumvent t+ie neec(a a desM,n professionai as deterrttined by thE autlwnty haaing Juriscl tiui. e designer ef recorC,builder or frame-is responsible ta E aswre l�at Mis cakiAa'.ion is compatibk wi�tfie overa�l project Poduc6 manufactured a W aeuse-facilioes are tf�irn-party certified b�sus�'nable fforestry sta�dard,. !The product app:icatlor,inp.t desiqn baGs,di.�ns ons ard suppoK informarion have . �ov, by forte Sohware Opera[or ) ---- _ _ . . -- � Fortc Softwarc Operator Jot^loics 6/4/2013 1:01'36 PM `--- - Forte v4 0.Design Engme.V5.6?222 ' ROD1F,Y1.01? . I SC11EIt;-Ft P,1'2l'ifI1P�.k;�LUFI�.t3�1< �I , ., . -. ::,r. ' Fage 1 of 1