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�`- <br />�� "� �'�- Ceilinp/FborJoiatAt (CJ-1) � � � _� � r„ <br />f �/If/� � G G y. <br />TiBam(fM�6.105�n��"��'."i'oo o�"��oe 14" TJI�1560 � 12" o/C C F ��ti` � r� Qc� �. N �Y 1 <br />a; E'�"��II��RODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FO�TFTE J <br />APPLICATION AND LOADS LISTED <br />LOADS: <br />Analysis is ta a Jdst Member. <br />Primary Load Group - Residential - <br />SUPPORTS: <br />Input BeaNnp <br />YYfdtl� LenQth <br />� sa,d wan s.so� azs <br />2 Stud wall 5.50" 4.25" <br />� <br />Proeud ofqrn �� Coneaptui <br />Living Areas (ps�: 40.0 Live at 100 % duration, t 7..0 Dead <br />VeMul Readlons Qbs) <br />LNefp�adlUplM/ioql <br />675/203/0/878 <br />675/203/0/878 <br />Dehll Ofher <br />A3: Rim Bosrd 7 Ply 1 1l4" z 14" O.BE TJ-Strand Rim Bwrd� <br />A3: Rim Board 1 Pty 7 1/1" x 14' O.BE TJStrarxl Rim Boud� <br />-CAUTION: Required bearing krpth(s) exceed the min'mium shown in Mx TJ BuiMers guide tor aingk famity mcideMial epplieetions. limih: EM supports, <br />312 . Intermediate supportc, 317 with web atiffeners and 51/4' withoN web stittmas. <br />-See TJ SPECIFIER'S / BUILDERS GUIDE for ddeil(c): A3: R'vn Boerd <br />DESION CONTROLS: <br />Mulmum Desqn CaArol Contml <br />Sheer (Ibs) 858 <br />Vertical R�etion (Ibs) 858 <br />Moment (FbLbs) 7W9 <br />Live Load Detl (in) <br />Tohl Load Detl (in) <br />TJPro <br />�54 2390 <br />BSB 1725 <br />7079 17275 <br />1.D98 1.100 <br />7.427 1.650 <br />25 25 <br />Pessed(36%) <br />Passed (50%) <br />Pesaed (63%) <br />Pesaed (L�61) <br />Pes�ed (L277) <br />Pesaed <br />LocaUon <br />RI. end Spsn 1 urMer Fbor loedinp <br />Be�rinp 2 under Floor beding <br />MID Spen 1 under Fbot bsdinp <br />MID Spen 1 under Fbor loadiny <br />MIO Spen 1 uMer Floor beding <br />Sp�n 1 <br />-Deflection CrNerie: Syecified(LL:Ll360,TL:L240). <br />•Dcflection analysia is based on composite action with eingk layer M 3l4" TJ� Performence Plus� Penais (24' Spen Rating) GLUED 3 NAILED wood <br />decking. <br />•Bracing(Lu): All compression edpec pop end bdtan) must be lxaced e12 8" dc unkss dehiled othmwire. Proper ettechmerrt and ponitionirq of �Merol <br />Macing is requirad W achieve member stabfldy. <br />TJ-Pro RATING SYSTEM <br />•The TJ-Pro Ratinp System velue provides additional floor periormence information and is bes�d on a GLUED 3 NAILED 3I1' T.I� Perfamuwe Plu� <br />Panels (24" Span Reting) decking. The caM�dfinp span ia wpported by wslb. Additionsl cornidw�lbrn fa tlib nl'aq meluda: Caiq • None, U�e Bridpkp <br />a Bloelcing (8' o.c. maz), PerperWicuWr Pertitions. A shudural enelysia M Ihe deck Fw not Wan periartisd by the proprrn. Comperiw� VNue: 3.02 <br />FrameWorks� Floor Svstam <br />•Fa compkte system rxquirements, eee Trus Jdsl F2mere Pockel a FrameWorW� Fbor Systam puidec. Cdculadons �re ba�ed on � sy+tem sirlYWe, <br />teduced perlormance oceurs when aystem requiremmts are not fd�w+ed. <br />PROJECT INFORMATION: iD L�? I� iI C/� �- I\II <br />Middleton 6arape Adddion U <br />I I�IAR 2 u ?00� <br />crr�' u� �vt;ttt:rr <br />Permit Seriiae� <br />Copyn:nhe e.00? ty Trw :e:e:, e�:xyex�nemer Buainae: <br />:dln end :J-B�m/ eu t�qi�urnd CreEsmerke ot Trua dolet. <br />e-I doiat�,tm" md T.1-Pio" ere t�eCeoerb of iru! doSet. <br />F�maWockab end ferlocmenca Pluet ese naletered cre]e¢uke [ov Srue .oiet. <br />Richwd G. Clydwidc, Jr. <br />s�r <br />nu rnKa sc. <br />Snohani�h, WA 98290 <br />�,a,e : c�so, asz�rss <br />F�c : (309) 294�9276 <br />r.cfisdwielqr�ver¢on.nd <br />