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_ ���j�����' 206231 BED 2/SITTING <br /> 'A"�'°`''�'�`&`�'� 3 Pcs of 1 3/4" x 11 7/8" 2.OE Parallam� PSL <br /> TJ-BeamO 620 Serial Num6er:7004109786 <br /> u� � ����1=��PM THIS PR�DUCT MEETS OR EXCEEDS THE SET DESIGN <br /> " Page 1 Ergine Versian:620.16 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> �lemVer Sbpe:s i2 Roof Slope8�12 <br /> � <br /> > <br /> d 1.�. i <br /> AB dimensions a�e horizo�il. ProchKt Diacpam is Co�xept�wl. <br /> LOADS: <br /> Analysis is for a Drop Beam Merr�ber. Tnbutary Load Width:1' <br /> Primary Lo�i Group-Roof(psfl:40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Commerrt <br /> Uniform(pif� Roof(1.25) 600.0 225.0 0 To 11' Adds To <br /> SUPPORTS- <br /> Input Bearing Vertical Reactions(Ibsy Detail Other <br /> wdth Leru�th LivelDead/Up!'�ft/Total <br /> 1 Wood column 5.25" 1.50" 3520/1427/0/4947 L1:Blodci�g 1 Pty 1 3/4"x 11 7B"2.OE Parallarn�l PS! <br /> 2 Wood odurrx� 5Z5" 1.50' 3520!1427/0/4947 L1:Blodcing 1 Ply 1 3/4"x 11 7/8"2.OE ParaNarr�PSL <br /> -See TJ SPECIFIER'S!BUILDERS GUIDE for detail(s):L1:Blodcing <br /> DESIGN CONTROLS: <br /> Maximum Design Corrtrol Corrtrol Location <br /> Shear(fl�s) 4666 -3663 15066 Passed(24%) Rt end Spar►1 under Roof loading <br /> Morr�ent(Ft-lbs} 12103 12103 37317 Passed(32%) MID Span 1 under Roof bad'mg <br /> Live Load Defl(m} 0.130 0_346 Passed(LnJ59) MtD Span 1 under RaoF badag <br /> Total Load Defl�n) 0.182 0.519 Passed(U683) MID Span 1 under Roo#loading <br /> -0eflection Cci�esia:Specsfied(LL:1./3f0,TL:L/240). <br /> -Brac�ng(Lu):AN compression edges(top and bottom)must be braced at 10'6'dc unless delailed othervvise. Prnper attachment�►d positioning of IaDeral <br /> brac�g is►equired tfl achieve rnember stab�Tty- <br /> -0esign assumes adequate continuous!aleral support aF the compressic�t e�e. <br /> ��.�.*iTil3E+iR�NOTES' <br /> -iMPOR7RlVT! The anafyrsis presenbed is ouiput hom sa�tardre developed by Tnis Jast(TJ). TJ warrdnfs ihe s¢irig of iLs producfs by this sotNvare vvri�be <br /> " ' " .- 1.r.d A.-..-' ....5... - ^ ..... <br /> !� S,'t'+P1 �.)�x'rrFa��t��n r{,1at,a�n��rx_{a�EC_�� ��:�.`_c���. �.._._ _ .e,.:-_«�~ . �- -_-'" __ -, - <br /> .. . :.... • . <br /> - �--_ -.- --_- - ' '� - s•-•• <br /> shabed dimensiorts have b�een prcRvvided by the sefl��re u�. '�F!is e;st�,�+���ot�R{�r�e�*�-.���v�y = - --:- -.- <br /> .t .," �;�- ..:,: . .:',�)? t`hark wiih J^'::Si.ti)I3�Lf L3t'7}ca�h�!r�,r��.o.^.t3.'Y8 fM�Cfl(1uf:t 2v2i�sTity <br /> - _. _ .•_,. _ .:!� ,-_.,. ..�._.�.:i:._= . .�C:i�l;t;s:i CJtditr' YttC3i)i;t:7 5I7�3ST1TlITtON V�ii3S 7NtS Ai�fALYStS. <br /> �SUFTJ v .....a:....l..L...— a..,•-1 f:.:�s:N'e. f'.... _. _ . _ �'. .. _...,..., . -�.�......... ........-. <br /> G3it�f e iG iRa � '. v . <br /> -N�:See TJ SPEi.(�i=R'S f�LF�s�s�cr•��:,��e:��Fi..-:�:i::�;�;��; :.v..-_�...._.-. <br /> TFS J.sTL.i iiMrl/�A6Q�C��� +�!'i?s[t t1F!K!�'�M����• <br /> �Q.tfS) �.3'1�iJNl <br /> ) <br /> dfp ptanning design <br /> 9100 bat�re st ne <br /> suite 106 <br /> Waitte,MN 55449 <br /> Phone=763-780-8004 <br /> Fax :763-780-8015 <br /> dfpplannir�sign�visi.com <br /> Copyright o 2005 by Trus Joist, a nieyezhaeuser Business <br /> Parallam� is a registered trademark of Trus Joist. <br />