Laserfiche WebLink
n j� � 202388 LOFTlOFFICE <br /> � r,r�„�e����� 2 Pcs of 1 3/4" x 9 9/2" 2.OE PA�`allarri(�?PSL <br /> u�:2 �s�oa,:oca,aan <br /> �, Engine Ve�sion:1.5.12 THIS PR�DUCT NfEETS QR EJ6CEE�S THE SET L?ESIGN <br /> COt�tTROLS FQR THE APPLICATION AND LQADS LISTED <br /> IGler��e��8#��"Ra�f�Io�re+D�� �re�du rii�en�io���' <br /> ,_ . <br /> -. _._ _.. <br /> 0 � <br /> g ,��•�", b �'�„ i 3•�.' <br /> ,t�0�errs�ons�r$harizeittab Pro�D�grern i��eneep�tue�. <br /> LOADS' <br /> Malysis�fw a Drop B�m Memher. Tn'buFary Lcad Wid#h_1' <br /> Primary L�d Group-R�f(ps�:40.0!�e at 125 R'o duration,15.0 Qead <br /> Vertic�l L�ds: <br /> Type Class Linre Q�d Locatiort �lppli+�9on Comment <br /> Unifarm(p!f} Ro�(t.25j 600.0 �0.0 0 To 24' Adds To <br /> suPPo�rrs: <br /> In� Bearing Ve�Re�torts pbs} Qetail Other <br /> if�dtlt Le�tgtl� Lhr�Dead►Up11RITota1 <br /> 1 Wood cnlumn 3_5d" 3.5U" 3006 1 9 524/0/45� L5 fVone <br /> 2 Wood column 525 5.25° 7036/31�/0/14167 L5 None <br /> 3 Wood column 525° 5.25" 4963/1833/0/6796 L5 Norte <br /> 4 W�d�lumn 3.50 3.�" �93/1323!0 t 3J35 L5 IVotte <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for de�l{s):L5 <br /> DESIGN CONTROLS• <br /> Maxlmum Design Co�ftro! Controi LocaUon <br /> Sh�r pbs) -p6:i -�Q 8� R�(67%) Rk end S�1 under Roof ADJACENT s�n toading <br /> {IAoment(�t-Lbs) -41251 -11�1 16329 P�sed(699b) MID Span 2 imder R�F ADJACENT s�n taad'mg <br /> tive Load Defi{'m) 0.270 0.369 Pa�ed(U49:i) MID Spart 1 under RarFALTERRfATE speu�loading <br /> Total Lo�Defl(m) 0.�06 0.5�v4 Passed(11328) AAID S�tt 1 urttier R�f ALTERNATE spart�ng <br /> -Deflection Criteria:STANDARD(LL:kl36�.TL:U240). <br /> -araar�g(l.u):Aa compr�on�S(top and bo�n>musc de nracea a�2 S"ac untess ae�atled a�uvi�. P�attacr►rr�ni ana�itiorring of later�l <br /> �MBCit'tt�IS�UIfQI�t0��'II�NB Rl@fi�SS1�J1il�jl. <br /> .rne laed c�ifr�oor�derea in rfr�d�ar�lysaa ir�lerde afterrrate and ad'�cent merrd�r patterr,t�. <br /> -Design assumes ad�uate cor►tQtuot�I�era!�pport of tite c�mmpression edge. <br /> aianmon�n�or�s: <br /> -IMPORTANT! The arcalys�pre�sented is�utput from�re developed by Tn�Joist(TJ). TJ warrartts ths siaing of its prod�by ttus�re anll be <br /> accomplished'm�card�ce wri�TJ Rrodta�des�n criteria arrc!c�d�3�pted d�ign valt�es. The specific Rrodud app�abon.�ttput dasign I�.and <br /> �ated dirt�nsions t�ve be.�n provided by�s�ftarare u�r. 7t�s ou�ut t�nat b�review�d by a TJ A�ciate. <br /> -ldof all prafuds are►ea�ly availabfe. Cttedc vv�h your�tpp��or TJ technic�represer�ive for�rod�t avat'�y. <br /> -THIS ANALYSIS FOR TRUS JfJIST PRODUCTS OIVLY! PRODUCT SUBSTITUTION VOlDS THIS ANALYSIS. <br /> -AIl�Stre.ss Desi�methodofogy v+r�used far Bui(dir�Code UBC anal}2ing the TJ 11�'bu�on prcdud f�above. <br /> -Note:See TJ SPECIFIER'S/BUlLDER'S GUIpES for m�e�y conrtec�on. <br /> PROJECT IhiFORAAQTION: OPERATOR INFORMATIOId�, <br /> TERRY MIKKElSOPI <br /> DFP PLlWNING&DESIGN <br /> 91 W BALTIAAORE ST <br /> BLAIIdE,MPl 5.5449 <br /> Pharse:7q-780-�04 <br /> F�c :763-780-8t)15 <br /> DFPPLANNIWGDESIGN@VISI.COM <br /> Coppright�2002 by Tius lqist, a ideqethaeuser Busineas . <br /> Parellam� is a registered trademark of Trus Joist. <br />