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��-�, . <br />� � <br />r�a..Hnq n a s.,r Mne.r roomonu� <br />11 7/8" TJI�YPro�TMI-150 � 16" ofc <br />u..r: s7emen:n.v.� THIS PRODUCT MEETS OR EXCEEDS TH� SET DESIGN <br />vy. t ero+�vw�orr. t a.1e <br />CONTROLS FOR THE APPLICATION AND LOADS LISTED <br />� <br />' �r <br />woaKc a.o►.m h con�.v� <br />LOADg; <br />Malysis is lor e Joist MemDar. <br />Primary Losd GrouP - Residentlel - Living Arou ( psn: 40.0 Live at 1 W% durotio�, 15.0 DeW <br />SUPPORTS: <br />Input B�uinp V�Akd FWetlom (b) DM�B OIMr <br />Widlh I.�npM LIvNDwdNpllMToh1 <br />1 Stud wall 3.50" 2.25" 418 / 154 / 0/572 End, Rim 1 Ply 1 1/4" 0.8E TJStnnd Rim BoeN� <br />2 Stud wall 3.50" 3.50" 991 ! 298/0 / 1288 Inlam�ediste No�e <br />3 Stud wall 3.50" 3.50" 997 ''96I0/1288 InEertnWi�le Nona <br />4 Stud waN 3.50" 225" 41B / i54 / 0/ 572 Erq, Rim 1 Ply 1 1/4" O.BE TJStrand Rim Bot� <br />DESIGN CONTROL3: <br />Mucimum Dnipn Cantrol Caihol Loeatlon <br />Shs�r (Ibs) 771 721 7562 Pused (48%) LL erd Span 3 under Floor ADJACENT epan bdirq <br />Vertinl Reaction (Ibs) 1288 1288 1895 Pasaed (88%) Bearing 3 under Floor ADJACENT span loadinp <br />Mortbnt (Ft-Lbs) 2110 2110 3785 Pasasd (58%) MID Span 1 under FborALTERNATE apan Iadirp <br />Liva Losd DSH (in) 0.256 0.500 Passnd (U83A) MID Span 3 ur.der Fba ALTERNATE ep�n bdirq <br />Total Load DeN (in) 0.3A8 0.890 Paaaed (L/81� MID Spen 3 under Fbor ALTERNATE npen bWing <br />TJPro 36 70 Passed Span 1 <br />-DefbGion Criteria: STANDARD(LL:J.500',TL:Lf210;. <br />-Aibwabb manent waa inaeated fA rcpstidve member �sa9e. <br />-Daflection analysis is beaed ci compoaiEe acUon wiM singb loyarof 19/32", 5/8' Paneb (20" 5p�n RatMp) GLUED 6 WULED wood deckiny. <br />-Braciny(Lu): All compression edges (top and bottan) muat be braoed at 7 8" o/c unlus defaibd otlr �wiee. Propsr eltadimant and positioninp of <br />IaMral bradng is required M athieva mem!yr stebility. <br />-The load conditiona comideisd m tl�ia design analysis induds altemate and adjacent membsr pal0em bading. <br />�A <br />ADDITIONAL NO?E� <br />-IMPORTANT! The a ielysis presenkd is ou�ul frcro soRwaie devebpsd by Trus Joiat (TJ). TJ wartaMs the ai�ing of its producb by Ihis soRwsis will <br />be a:mmPlblmd in acxordance with TJ produd design critaia and code aaepted detipn values. Tha apedfk product app6ntion, input desiqn bada, <br />and sfated dirrensions have been provkad by the eoflwara u�sr. Thit outpul has not Wen roviewed by � TJ Aseoci�le. <br />-Not aIi praducb are readity available. Check wiM your suppYer or TJ Mchnical iepieaenfative fa product awilebilily. <br />-THIS.4NALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. � <br />-Allowable Stresa Desgn methodology waa used for Building Code UBC analyzirp Me TJ Cuatom produG lieted above. <br />-�. •:.a 1�. <br />Copyr{q�t C 1003 Oy tcui Jalai, a M�yer�qua�r 9u�lneo <br />T.ia �nC SJ-Baens arn re9�erorM tt+deeuta of T[ua dobt. <br />e-I Jo1�:�.Pro� �nA TJ-Pru� �ze tutlevvka af Trus dole[. <br />OPERATOR INFORMATION: <br />Deb Kvarnme <br />Kvam:ne ConaulCrp <br />�625 72nd Avsnus W. <br />Uniwrsiry Plaae. WA 9&166 <br />PAone:(253)'S88-I938 <br />Fa :(253)SBB-5413 <br />dlcwmms@Cortqurrve.cam <br />� <br />�� <br />