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<br /> �Job .Truss ,Truss Type � � ;qty �� �ply --,Stonewood/Peters Residence �
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<br /> RDS09108 0911R TRUSS R-R R1B 'SPECIAL
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<br /> ' 7.130 s Apr 28 2009 MiTek Industries,Ina Thu Oct OS 14:0715 2009 Page 1�-�
<br /> 7-3-0 14-4-4 16-4-12 20-1-8 2310-4 2 7,4
<br /> _ 7-3-0 , _ 7-1-4_ _ - 2-0-8 3-8-12 ' 3-8-12 �9-6
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<br /> � 4'x 6'Sheet�� �t �� �a
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<br /> „ 4'x 4-7-4 Sheet 13 I
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<br /> ,_ 7-3-0 14-4-4 �16-4-12-!_- 23-1D-4 247-4 I
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<br /> 7-3-0 —� . 7-1_q p_p_g 7_5_g �_g_p
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<br /> � Plate Offsets(X,Y)�. [4�06-0,0-1�][7:0-2-0,0-23] . �_ - _ _ � _ . _
<br /> �I LOADING(ps� I . . .� . .-: :-II - _ _ � _- `- I . _ _ -: .:-_ -. - - `- . _. . . . . . . _. .� -1
<br /> TCLL 40A . SPACING 2-0-0 CSI , DEPL in Qoc) I/defl L!d PLATES GRIP I
<br /> Plateslncrease 1.15 � TC 0.85 . Vert(LL) -0.09 9-10 >999 240 � MT20 197/144
<br /> I (Roof Snow--40.0) ' � � ���.. I
<br /> Lumber lncrease 1.15 i BC 0.43 Vert(TL) -023 9-10 >999 180 �i MT18H 197/144
<br /> i TCDL 10A ' Rep Stress Incr YES i WB 0.69 � Hoa(T�) 0.03 9 n/a n/a �
<br /> '� BCLL 0.0 Code IRC2006/TPI2002 (Matnx) � Weight:1721b
<br /> BCDL 10.0 i i _1
<br /> II LUMBER _ _ . .. _ ._ _ . ._ _ _ _ - _ _ . _ _. _ . . . BRACING.. . _ _. .. _ _ - _ _ _. _ .. _ . . . . .. _ - -
<br /> TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wood sheathing diredly applied or 3-9-11 oc purlins, except end verticals,�
<br /> � BOT CHORD 2 X 4 SPF No2 and 2-0-0 oc purlins(4-6-8 max.):4-7. I
<br /> � WEBS 2 X 4 SPF No2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: I
<br /> ' 2-14,10-12,1-14:2 X 4 SPF Stud,1-15:2 X 6 SPF 1650F 1.5E 1 Row at midpt 5-10 �
<br /> � WEBS 1 Row at midpt 2-12,4-10,8-9,7-9,6-9
<br /> �MiTek recommends that Stabilizers and required cross brecing be installed—i
<br /> � �' dunng truss erect�on in accordance with Stabilizer Installation guide. � ..
<br /> II REACTIONS (Ib/size) 15=1436I0-2-4(input: 03-12),9=1465/Mechanical � -� � � � � � � � I
<br /> �� Max Horz 15=371(LC 4) i
<br /> Max Upliftl5=-73(LC 5),9=-207(LC 4) i
<br /> I FORCES (Ib)-Maximum Compression/Maximum Tension I
<br /> i TOP CHORD 1-2=-1637/112,23=-1144/105,3-4=-942/141,4-5=-760/148,5�=-766/148,6-7=�5/83,7-8=-194/197,1-15=-1362/107,8-9=-23M210 I
<br /> ', BOT CHORD 14-15=-370/295,13-14=-258/1203,12-13=-258l1203,11-12=-254/0,10-11=-81/0,5-10=-71/116,9-10=-159/485 I
<br /> �� WEBS 2-14=-77/182,2-12=-560/168,4-12=-51/109,10-12=-87/995,4-10=-118/133,1-14=0/933.7-9=-252/262,6-10=-77/787,6-9=-1255l214 �
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<br /> j NOTES �
<br /> ��, 1)Wind:ASCE 7-05;90mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B;enGosed;MWFRS(low-rise)gable end zone;cantilever left and nght I.
<br /> � exposed;end veAical left and nght exposed;Lumber DOL=1.33 plate grip DOL=1.33 i
<br /> �'�, 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 �,
<br /> I 3)This Vuss has been checked for uniform snow load only,except as noted. �'
<br /> �I 4)Provide atlequate drainage to prevent water ponding. ��
<br /> � 5)All plates are MT20 plates unless othenvise indicated .
<br /> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads.
<br /> � 7)Refer to girder(s)for truss to truss connections. �
<br /> ; 8)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 73 Ib uplift at joint 15 and 207 Ib uplift at joint 9.
<br /> ' 9)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and RSD2.102 and referenced standard ANSI/TPI L �
<br /> i10)Design assumes 4x2(flat onentation)purlins at oc spacing indicated,fastened to truss TC w/2-tOd nails. .
<br /> j �oAocaseis�s�a�daro REPAIR TO ADD 5-5-8 WIDE BY 4-0-0 TALL
<br /> �� ' �'���"��' �a''�`Y '��' �'n �^� �'« SQUARE CUT-OUT CENTERED ON EDGE i
<br /> ►K��,�. � repo�t wM p•a«.d br OF WEB 5-11 '
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<br /> �,� ,,,a, , �, o �,y e.�„� �„ Add 2x8 #2 SPF horizontal member cut to fit as shown. �
<br /> ;�,,;�>,.oe �R�;��., ��, ,h. ,,.�,d Add 2x4 #2 SPF vertical members cut to fit as shown. ��
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<br /> _/ ATTACH 7/16" 24/16 SPAN RATED SHEATHING ,
<br /> vN+�.ov � QqdeiMs TO BOTH SIDES OF THE TRUSS WITH 100%
<br /> p�i= PL400 GLUE CONTACT AND (1) ROW OF .131"X 3"
<br /> a�-„��;�:�� �� 236$9 NAILS AT 3" C/C ON TO ALL MEMBERS AS SHOWN.
<br /> ��� 10/08/09 , ��
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