HomeMy WebLinkAbout14050164 Truss Plans � ��
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MiTek USA, Inc.
14515 Nodh Outer Forty Drive
Suite 300
Cheste�eld,MO 63017-5746
314 434-1200
Re: 1300306
3000 A CRAFTSMAN STANDARD
The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Timberland Home Center-Brazil, lN.
Pages or sheets covered by this seal: 120576838 thru 120576865
My license renewal date for the state of Indiana is .Iuly 31, 2014.
Lumber design values are in accordance with ANSI/TPI 1 section 63
These.truss designs rely on lumber values established by others.
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1�;�" ' ` May 23,2013
Liu, Xuegang
The seal on these drawings indicate acceptance of professional engineering responsibiliry solely for the
truss componeots showa The suitability a�d use of this component for aoy partiwlar building is the
responsibiliry of the building designer,per ANSI/TPI l.
�
JOE TN55 TNSSTypE QIY PIY 3004qCRAFTSMANSTAN�AR�
1205]6808
iJ003W A GOMMON 6 1
J �R f f t Il
TmOetlantl LumCer CompanR Indlanapolis,IN 462t 8 1250 s Aug 25 20t t MiTek InEusMes,Inc. Thu May T3 11]fi'W 2�13 Page 1
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-it 6-SE 1b8-11 1&0-0 25-3�5 3164� 380-0
� -11-0 6-5b � 635 6�-5 � 63�5 63-5 6-SG
Scale=1�.s5.e
5!0 =
6.00 12
6
3x4 %
3�5 ! i6 1� 3x4 C
5 �
Q 3�(i �
8
W
Q 2x4 \� 2x4�i
3 9
Z 10
�' Io
6�.- 15 14 �3 12 11 6� _
3x4° 3a5° 3� = 3a5 = 3z4 =
s-�-i � is-o-o I ze-�-is I ae.o� ,
9-]-0 9<-15 9<45. 9-]4
PI t OR t IX Yl' f7Edo 03-21 f�o'Edqe 0.3-21
LOADING(psfJ SPAqNG 2-0-0 C51 DEFL in poc) I/defl Utl PLATES GRIP
TCLL 20.0
(Roof Snow=20.0) Plates Increase 1.15 TC 0.56 Vert(LL) -020 t0.11 >999 240 MT20 197/144
TCDL tOD Lumberinaease 1.15 BC 0.94 Vert(TL) -0.61 t0.�'I >740 180
BCLL p,p Rep Siress Incr YES WB 049 Horz(TL) 0.17 10 n/a n/a
BCDL 10.0 CodeIRC2�06/iP12002 (Matrix) WeighCt521b FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Strudural wootl sheathing diiectly applietl or 2-t 1-4 oc purlins.
BOT CHORD 2 X 4 SPF'NO2 80T CHORD Rigitl ceiling directly applietl or�0-0-0 oc bracing, Except
VJEBS 2 X 4 SPF No.3 2-2-0 oc braang:10-t 1.
VJEDGE WEBS 1Rowalmidp� 7-'I3,&13
Left'2 X 4 SPF No.3,Right 2 X 4 SPF No.3
MiTek recommentls lhat Sta6ilirers antl requiretl cross bradng be
installed during lruss erectioq,in accortlance with Stabilizer
Ins�allation quitle.
REACTION$ (I�/size) 2=�578/0-&8 (min.0-2-B),10=1511/Mechaniral
Max Harz 2=13(LC�
Max Upllk2=237(CC 5), 10=190(LCS)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(I�)or less except when shown.
TOP CHORO 2-3=2723/387,3-0=-2483/358,4-5=-2329/375,5-16=1762/319,6-16=-i6t0/349; ����
6-1�=-16101349,7-17=1762/319,7-8=-2350/381,6-9=-2504/364,9-10=-275t/395 . ��
BOTCHORD 2-15=-265/2339,14-'15=-147/1944, 13-'14=-147/1944,12-13=-150/1953,it-'12=150/1953; ������../�
�0.1 t=274/2373 �
WEBS 6-1 3=-1 5 911'116.7-t3=-�42/189.7-11='13/527,9-11=308/772,613=-722/185,
5-15=$/513,3t5=285/166
NOTES (9)
1)W nd:ASCE 7-05;90mph;TCDL=6.Opsf;.BCDL=6�.Opsf;h=30ft;Cat II;ExP�B;enclosed;GC Exlerior(2�;canlilever lek and right exposetl-,
entl vertical left antl righ;exposeQ Wmber DOL=t.33 ptate grip DOt=1.33 ` ,�AN++� i�
2)7CLL:ASCE 7-05;P(=20.�psf(Flat roof snow);Categoryll;.Exp&,Fully Evp.;Ct=t1 `������ ��!/��
3)Unbalanced snow loatls have been consitlered for Ihis tlesign. ,+, �� + {�y t /
4)This truss has been tlesigned for grearer of min roof live loatl of 16.0 psf or 2.00 times 9at roof load of 20.0 psf on overhangs `�� 'I� ;•�STE. Ci i�
nonaoncurren�wilh other live loatls. • -�(31 .Q�`•,
5)This truss has been designed for a 10.0 psf botlom chord live loatl.nonconcurrenl with any other live loads. � : P ���.
6)Refer ro gi�tler(s)(or truss m truss connections. = � N�. 199COG15 ;
7)Pmvitle mechanical connection(by others)of Iruss to beanng plate capable of withstantling�00 Ib uplift at joint(s)except Qt=1b)2=237�, _ _
10='190. ❑ • t ' • C
8)Waming:Atltlitlonal permanent and stability brecing.for tmss system(nol part of this wmponent design)�is always requlred. � 9 ; STATE�OF � Q "
9)If Southem Pine(SP or SPp)lumber is specified,the tlesign values are those eflective'Ofi/01/2012 by ALSC or proposed by SPIB. � '1� ' •' �U �
LOAD CASE 5 :Q�^�'��'�DIANP••' a4'`;
( 1 Standartl ��� �`t�+ .••• • �G\ \���
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IJOb TN55 7NSS.Type Q�y� Ply 3000HCRAFTSMANSTANDHR�
� 12096839
413Cp306 A4 COMMON 9 t
Job Re�ersnceloofonap
Tim�e�an�Wm�er Company,Intlianapolis,IN'46P8 ]250 sAUg252011 MiTek Indusfnes,Ina T�u May 23 N:t6'OB 2013 Page 1
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11 6-5-6 12A-11 19-0-0 253-5 31£-10 38-0-0 3 -11
�-11 6-56 63-5 63-5 63-5 63-5 658 0-01
Scale=1�.86.4
Sab =
60p 12 6
3x4%
3a5 G 17 �g 3x4 C
5 � 3rG�
q 8
2t4 �� 2x4 �i
3 9
Q� z o iW
6�- i6 15 �q 13 12 6� _
3x4 = 3afi = 3x8= 3r5 = 3x4=
9-9-1 { 19{1-0 28�4-15 � 3Q-0-0 �
9-]-1 9�445 9-0-15 9-1-1
Plate Offsets IX Y)' f2'Edqe 03-21 B'.0-0.�0-0.01 f10'.Edqe 0-3-21
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/deFl L/d PLATES GRIP
TCLL 20.0 p�ateslncrease t.15 TC 0'.56 Vert(LL) -02010.12 >999 240 MT20 �97/144
(RoofSnow=20.0) Lumberincrease 7.15 BC OB6 Vert(TL) -Q5610-12 >776 180
TCDL 10.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.16 1� n/a n/a
BCLL OA CodeIRC20�6/TPI2002 (Matrix) Weight[1531b PT=�%
BCDL 10D
'LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Struclural wood sheatRing�tlirecHy applietl or&0-5 oc putlins.
BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid ceiling direc[ly appiied or 10.0-0 oc bracing.
WEBS 2X4SPFNo:3 WEBS 1Rowalmidpt 7-t4,S14
WEDGE
Left:2 X 4 SPF No.3,Right 2 X 4 SPF No.3
MiTek recommends lhal5labilizers and required uoss bracing be
installed�tluring wss erectioq in accordance withStabilizer
Installation uide.
REACTIONS (Ib/size) 2=�573/0-38 (min.0-2-7),10=1573/0-3-8��min.0.2-7)
Max UpliflY-2�8(LC 5),t 0=236(LC 5)
FORCES (Ib)-Max.Comp/Max.Tea-All forces 250(Ib)or less excepl when shown.
TOP CHORD 23=-2714/384,3-4=-2474/355,4-5=-2320/372,5-17=1753/317,6-17=-16�1/347,
6-18=-1601/347,7-16=17531317,7-8=-2320/372,�8-9=2474/355,9-10=-2714/364
BOTCHORD 2-16=449/2331,15-16=-t32/7936,14-15=132/1936,t3-14=-13111936,12-13='132/t936, � . ,��� �(`( 1/ � �' ✓ " `
16-12=249l2332 '
VJEBS 6-14=-157/it09,7-14=730/186,7-12=-6/513,�9-12=-286/166,544=730/186,
5-16=-6/5t3,3-16=286A66
NOTES (e)
1)�W nd�ASCE 7-�5;9�mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30k;pat.II;Exp B;enclosed;GC EMenor(2);cantilever lek and nght exposed;
end vertical letl and nght exposed;Wmber DOL=133 plate gnp DOL=133
2)TCLL ASCE7-O5;PF20.0 psf(Flat roof snow);�Caiegory II;Exp B;FUIIy Exp_',Cr�.i
3)Unbalancetl snow loatls have beem m�sideretl for this tlesign. �����q
4)nonconcurrenf�wRh other li�e loadseater of min roof live load of 160 psf or 200 times flat roof loatl of 20.0 psf on overhangs ``�,�����GpNG��,'�,�
5)This tmss�has been designed for a 10.0 psfbottom chord live load nonconcurrent with any oNer live loads. `� '�' •' ' ` � ��`.
6)Pmvide mechanical wnnection(by others)of truss�o bearing plate capable of withsfanding 1001b uplift aljoint(s)except Q[=1b)2=236, ` :P��`STER�O�•
10=236.
7)Waming-:Adtlitional permanenl antl stabiliry bredng for tmss system(not part of this component design)is always required. = NO. 7 99C0415 �j —
6)If Southem Pine(SP or SPp)Wmber is speafied;'Ne tlesign values are those eHective 06/OV2072 by�ALSC�or proposed by SPIB. _ _
' • • '
LOAD CASE(S) Standard � '9 �; STATE OF j Q' �
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Jo� Tmss Truss Type Q�y Ply 3000 A CRAFTSMAN STANDARD
120576840
1300306 A1G GABLE 1 1
Jo�Reterence(ooConal)
Timberlantl Wmber Company,Indianapolis.IN 06218 7250 s Jan 25 2012�MiTek Industries,Inc Tha May 2315:03:09 2013 Page 1
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Q za-ii � zann I >s3-s � air.io I ag�.n 3B.��a
d-11 G56 ' 6-b5 13-5 53-5 63,5 6-5E d-11�
Scale=Y65 9
SHEATHING SHOWN IS NOT 5�
PART OF COMPONENT DESIGN.. 6 pp �p �
6
sneec F�orn �'
�ea oPUO�ai i�a
1PIy12x4x8DUramate 3x4 i �
� 3x4 �
3>S� 24 ///� 25 � 3�B J
5
4 8
�� �
3 9
i
�� � 10
�//
� 2 // . ii
12
6� = 18 1] 16 15 14 � 5�=
3x4 = 3a5= 3x8 = 3afi = 3x4— 13
a"11� 9-]-1 19-0-0 2&445 3&p-0
tl4T 8-]-13 I 9.-15 I 9A-15' � 94q �
PlateOf(sets(XY):. f2:Etlqe0.&21 ft1'0.0-10-�-81 f20'0.1-110-1-0]
LOADING(ps� SPACING p_0-0 C51 DEFL in Qoc) Udefl Ud PLATES GRIP
TCLL Z�,O Plates Increase 1:15 TC 0.63 Vert(LL) -020 14-16 >999 240 MT20 1971144
(ROOf Snow=20.0) Wmber lncrease 1.15 BC 0.93 Vert(TL) -0.63 1416 >678 180
TCDL 10.0 Rep Siress Incr NO WB 0.49 Hoa(TL) 0.16 11 n/a n/a
BCLL �o Code IRC2006/TPI2�02 (Matrix) Weight:1751b FT=O%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHOR� SWC[ural wood sheathing directly applied or 30-6 oc pudins.
BOT CHORD 2 X 4 SPF Na2 BOT CHORD Rigid ceiling tlirecNy applietl or t0.0-�oc brecing.
WEBS 2 X 4 SPF No.3 WEBS 1 Row at midpl �-i6,S16
OTHERS 2X45PFNo.3
WEDGE
Left:2 X 4 SPF No.3
MiTek recommends that Stabilizers and required cross bracing be
insialled during tmss erection,in armrtlance with Stabilizer
InstallaGon uide.
REACTIONS (�b/size) 2=1568/�-3-8 (min.0.2-7), 11=1375/2-&8 (min.0-2-8j,1 3=2 0612-3-8 (min.0-2-8)
Max Uplift2=236(LC 5),11=224(LC 5),13=7(LC 5)
Mez Grav2=156Q(LC t),it=7375(LC 1),13=233(LC 4)
FORCES Qb)-Maximum Compression/Maximum Tension
TOP CHORD L2=0/24,2-3=p701/385,-3-4=2461/356,4-5=23�7/374,S24=t743/3P;624=-1660/348,6-25=-'1594/348, }�� ;
7-25=-1745/378'.7-8=2244/373,&9=2398/355..310=2587/385.10-t1=-26'18l325.1Y12=0/24 j ` _
BOT CHORD 218=-250/2320,17-18=133/1926,16-17=-133/1926,�5-16=-136/1913,1415=136/1973,1314=-244l2255, � � � n� n
1143=244/2255 �V(%�%i V V V i
VYEBS 6-16=159/it08,7-16=-710/190,744=-0/423,9-t4=258/154,5-16=-730/t86,518=-6/508,3-16=-286/166,�0.13=-72l78 P i
NOTES (11)
1)Wnd:ASCE 7-05',90mph;TCDL=6 Opsf;BCDL=6.Opsf;h=30((Cat II;Fxp B;enclosed;GC 6cterior(2);cantilever left and nght exposed;
end vertical left antl right exposed;Lumber�DOL=L33 plate.grip DOL=1.33
2)Truss designed for wind loatls in ihe plane of the truss only. Por studs exposed to wlntl(normal to the face),see Standard Induslry Gable `` `\`i`�";����+� tr`j` /
Entl Details as applicable,�or consull qualifetl bwltling designer as per ANSI/TPI 1. t t
3)TCLL:ASCE 7-05;Pt=20.0 ps((flafroof snow);Category II;Exp B;Fuly Exp.;C1=1.1 ; ��U GAN ����
4)Unbalancetl snow loads haye been consideretl for lhis tlesign. �
5)This buss has been tlesignEd for greater of min roof live load o`�6.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs �` :���,\STEq•+,
nonconwrrenl wllh other live loads. � � Q� FQ�: �
6)All plates are 2x4 MT20 unless otherwise indiwted. �
7)Gable studs spaced at 1-40 oc. � : NO. 7 99C04 1 5 �;
8)This Vuss has been designetl for a 10.0 ps(bottom chortl liveJOatl nonconcurtent with any other live loads. ^ � � � � _
9)Provide mechanical wnnection(by o[hers)of truss to bearing plale capable of withstantling 236tb uplift at joint 2,224 Ib uplift at joint 11 � -0 : STATE OF f Q' �
and 7Ib uplift at jolnt t3.
1�)WamingAtltlitiona6permanentandstabilitybracingfortrusssys�em(notparto(thiscomponentdesignpisalwaysrequired. ip'�,c•�'':�MDIAN�::'�4'w��
i t)If Southem Pine(SP or SPp)lumber is specifeq the design vatues are ihose effective O6/0120t2 by ALSC or proposetl by SPIB. �i� �S+ �""" � Ca� �+;
LOADCASE(S) Stantlard !/i'J�isJ��A41£�`�,`\`
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Job � imss TNSSType Qty Ply 3000ACRAiTSMHNSTANDARD
130�3W AG GABLE � � 12096841
nF Rclomnro lnnFn
Tmbetlanc I.umEer Company,IntlianapWm,IN 4fi218 1250 s Au5�5 2011 MiTek Intlus�nes,Inc. Thu MaY 33 1 Ltfi:11 2013 Page 1
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�11 140A 38-0A
-11 �9-0-0 19-0-0
Scale=1�.6].0
SHEATHING SHOWN IS NOT 5`�_
PART OF COMPONENT DESIGN. 6.�o iZ
n te
Sheet Fmnl 16
FuI15heathing 15 � � � �g
1 Ply 12 x 4 x 8 Duramate
3�� t4 / � . 2�
1213 % 21 Sa5�
11 � � / 22
10 / 2324
� i � �� 25
0 0 � � � �
� �� � � � ' � . D
5 � � � / 28
5 �� 29
3 / � � � � � ' � ��. /, �� �� 30 31
Z 32
�' . � i / _/, , �
3x8 II 3x8 II
61 60 59 58 5] 5G 55 54 53 �52 51 50yy dg y� q6 45 44 43 4291 40 39 38 3] 36 35 34 33
3aE = 3ao -
3&0-0
38-0-0
Plate Offsets(X Y7: (2:0.3-B.Etloel f22-0.3-0 0.3�� (30'0.0-0 0-0-01 f31'0.0-0 0.0-01 f320.3-8 Edael
LOADING(ps� SPACING 2�-0 C51 DEFL in (loc) I/tleFl Ud PLATES GRIP
TCLL 20.0
(Roof Snow=20.0) Plates Increase 1.15 TC 0.12 Vert(LL) -0.00 � n/r 120 MT20 197/144
tCDL 10.0 Wmbe�lncrease 1.15 �BC �.OS Vert(TL) -0.00 1 nR �20
BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.01 32 n/a n/a
BCDL 10.� CodeIRC2006RP12002 (Matnx) Weight2481b FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Struc[ural wood sheathing directly applietl or GO-0 x purlins.
BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid ceiling tllrec[ly applied or t0.�-0 oc bracing.
OTHERS 2X45PFNO.3 VJEgS iRowalmitlpt 17-47,16-48,15�19,1&46, 19�5
WEDGE
�eft:2 X a SPF No.3,Right 2 X 4 SPF No.3
MiTek recommends that Stabilizers and required cross breqng be
installed during[russ erection,in accordance with Stabilizer
Inst011ation Quitle.
REACTIONS Allbeanngs38-0.0.
(Ib)- Max Horz 2=13(LC 5)
Max Uplifl All uplifl 1001b or less aljoinl(s)49,50,52,53,54,55,56,57,58,59,
60,61,45,44,42,4t,40,39,38,37,36,.35,34,33
Max Grav All reactioos 250 Ib or less at joint(s)2,47,48,49,50,52,53,54,55,
56,57,58,59,60,61,46,45,44,42,41,40,39,38,37,36,35,34,33,32
FORCES (�b)-Max.Comp./Ma�c.Ten.-All forces 25�(Ib)or less except wM1en showa y j
l!n � ��j�
NOTES (12) Y ��� v� v�
1)Wnd:ASCE 7-05;90mph',TCDL=6 Opsf;BCDL=6 Opsf;h=30(t;Cat II;Exp B;enclosetl-,GC Exterior(2);�antilever left a�d right exposetl{ y �
entl vertiwl left antl right exposetl;��Lumber DOL t33 plate gnp DOL=7.33
2)Tmss designetl for wind loatls intfie plane of the hvss onry. Por stutls exposed to wintl(normal to the face),see Standartl Intlustry Gable
End Details as applica6le,or consuli qualifed6uilding designer as per ANSI/rPl 1.
3)TCLL ASCE 7-05;PF20.0 psf(flat rooEsnow);CategoryJl;Pxp B;Fully Exp.;Ct=1.1
4)Unbalancetl snow IOads have been consideretl for ihis desiga � �* ��SGANG�� 4
5)This truss has been tlesigned for greater of min roof live loatl of 16.0 psf or 2.00 times Flat roof loatl ot 20.0 psf on overhangs ��\� fl��
non-concurrenlwtthotherliveloatls. �� �E (� r�
6)All plales are 2x4 MT20 unless otherwise indicatetl. �* �' ,.•�`'c�'T�• G �G
7)�Gable requlres continuousbottom choN bearing. �'�C' A�'•
8)Gable stutls spaced at t40 oc. � : P O'; �
9)This truss�has been designed�fora�0.0 psf..bottom chordlive load nomm�current with any�oiher live loads. - No. 7 99C04 7 5 ; -
10)Provitle mechanical wnnection(by others)of Nuss to bearing plate capable of withstanding 100 Ib uplift at joint(s)49,50,52,53,54,55, C =
56,57,SB,59,80,.61,45,44,42,41,�40,39,38,37,.36,35,34,33_ � • I : • C
t i)Warning:Atlditional permanent antl stability bracing for truss'sys�em(nol paR of this component tlesignJ is always requlretl. 5 '� �. STATE OF � Q' �
t2)If Southern Plne t5P or SPp)lumber is specified,the design values are those efteqive O6/OV2��2 by ALSC or proposed by 5?I8. � ��'• � '��`�
� .c�'+��D4AW..+°�r'� :
LOADCASE(S) Standard ���j��Sg��NA4i�p1�`����,
May 23,2013
�W1RXfNG-Yertfydaignpmm�ud dRE8Dh4TESONT1tf5dNDfNCLUDEQAStTSKRE3'ERP,NCSPdG3B777�7dT38P,FORFUSS.
De g Id� - seonlywilhMTekm cf .iN d sg " bosetl N P P eterzs�o n a tl I on tl tl alb ldi g po L ^��
Appf dlry f tlesiyr pawmelers antl p pe orp r t I po 1 po brllty i b Id q tl g t t s de 9 B g hown
@i I f I ppw�ofbdatlualweb b ry.Addf It poaryG 9� nwr 1 bilrytl � q�co 1 1 ' iti po bi�IlyoRhe
ecta. Atld�onalpertnoneNbdcngoitheoverollsimc�ure'sih esponsblryollbebultlngdesgneaFwgenerolgodonceregard'ng MiTek"
labncafion,quallN conlrol slomge,delivery,erec�ion antl bracing,consul� ANSIR>tl-pual'ily,Gitena;DSB-89 ontl BCSI BuOdng ComponeM t4515 N.Omer FoM.Sune#300
Salefylnlormolion availoblehomirvsiPlalelnsfi�ufe,J81N.Lee$��eet.Soite312.Akxantlno'VA42314. C�este�lelqM0630P
xswmr:n cv...lwY�a..ia ip.�rm.m.an�..i�:sr<nw.e ettMOk ocloiFzn��n?uu
JOb TN55 TNSSTYPy QI P�Y 300DqCRARSMANSTHNOARO
12096802
'13W30G B COMMON 6 'I
Job Reference loo�onap r
� YimEetlanO W mber Company,Intlianapolis,IN 45218 ]250 s Aug 25 2D11 MiTek Intl�slnes,Inc.T�u May 231 Y.16.12 2013 Paqe t
ID Cy7r5i9UKFMw51 PBKcMay30q-BmtanBESqa_Yno4JfsV�55yVijYZStlCemhlVmzDe_n
0-it 6-1E 5- �5 5d 6 �5-t�1�S �5-1�-5 ' 6-tb 4�1
Scale=1'6J 0
5a5 =
SW 12 5
3x4%�� 18 3x4 �
3aE% 5 �
3aS�
4 8
2x4 O 2x4 O
3 9
�� 2 1011 �
Io
5� - 16 15 �q 13 t2 5�_
3x4= 3a5 = 3nU = 3x4 =
3x8°
9-04 � i&0-0 � 2610-15 � 36AA i
9-0-0 8-t0-15 840-15 9-14
Plate OHSets(X V): B'0.0-0 0-0-01
TCADING(psZO o SPACING 2-0-0 CSI DEFL in Qoc) I/deFl Ud PLA7ES GRIP
(ROOfSna�r-20.0) Pla�eslnGreaSe 1.15 TC 0.50 VeR(LL) -0_1610-12 >998 240 MT20 197/144
TCDL �p0 Wmberincrease 1.t5 BC 078 Vert(TL) -0.48 �0.12 >887 t80
BCLL 0.0 RepSVesslncr YES WB 046 Horz(TL) 0.�5 10 n/a n/a
BWL 100 CodeIRC2006/TPI2002 (Mahix) WeighC1451b FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No 2 TOP CHORD SVuctural wood�shealhing directly applietl or 32-14 oc putlins.
BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF No.3 WEBS t Row al midpt 7-14,St4
WEOGE
Left:2 X 4 SPF No.3,RighC 2 X 4 SPF No 3
MiTek recommends lhat S(abilizers and required cross bracing be
installed during lruss erection;in accortlance with Stabilizer
InSGIIaGOn uide.
REACTIONS QblSiZe) 2=1493/0-38�(min.0.&5),10=1493/03-B (min.0.2-5)
Max Upli/t2=226(LC 5), 10=226(LC�
FORCES (Ib)-Maz.Comp/Max.Tert-All.forces 2W.(I�)or less except when shown.
TOP CHORD &3=2559/362,3-4=2334/335,4-5=2234/35t,5-iT=�657/300;6-17=-1513/328,
6-t8=-1513/328,7-18=-1657/300,7-8=2234/351,8-9=-23341335,9-10=25591362
BOTCHORD 2-16=233/2195,iSi6=-t23/'182Q�4-15=-12311828,1344=-123/1828,12-13 -t23/1828, r�� ' i
10.12=233/2'195 �
WEBS 6-t4=148/1047,7-14=-669/P5,7-12=-5/481.9-12=264I156,544=-689/'175,
5-16=9481,�3-76=264/156
NOTES (8)
t)W ntl:ASCE 7-05;90mph;TW L=6.Opsf;BCDL=6.Opsf;h=3oR,Cat II;Exp B;�enGOSed;GC Eztenoq2);rantilever left and rigM1t exposetl;
entl verticalJeft antl right exposed',Lumber DOL=1.33 plate gnp DOL=133
2)TCLL ASCE 7-0S;�Pf=20.0 psf(Flat roaf snow);�Calegory II;Exp B�,Fully.Ezp.;C1=t.1
3)Unbalanced snow loatl5 have been coqsidered for[his design.
4)nonconwnenbw th othe9live loatlsealer of min roof live load of 16.0 psf or 2.00 times Flal roof load of 20.0 psf on overhangs \`,l*`��il���N�����
i
5)Thls iruss has been designetl for a 10.0 psf bottom chord live bad nonconcurrent with any oNer�ive loads. � '{� •• �/ w
6)Pmvide mechanical connection(�y others)of Vuss to beanng plate rapable of whhstantling 1001b uplift at jofnt(s)except(jHb)2=226. �'�Co�STER�:'•
'ID=226. � :Q` Q�1 -�
7)Waming:Addi[ional pertnanent and stability bradng for truss system(not part of this component design)isalways requireq. — ' NU. 7 94C04 15 �, �
8)If Southem Pine(SP or SPp)lumber is spedfied,lhe design values are those eRective O6/Ot/20t2 by ALSC or proposed by SPIB. _
LOAD CASE�S) Stantlard � .�p :� � � �
STATE OF % ¢ �
�i 9fl.c�':�MD I�AN�•'�•��'���
.
�i� i{,C,^S`S ONki+���\`\`.
May 23,2013
�WARKNG-Yenjy dea yn psrm�efna and RGdO iA77ES QNTNIS AND fNCLVD&t7 A'IITSKRS#'PRfiNCE P6G6 ffit�4T3 BSY6RE USE. �
�e g Id� Iy ihM1 kco ec�ors iM1 desig bosetlo lyup pa � sh d' f a tl d Ib 'Id g ponenL �
Applmdlfy f tle ig p 1 � nd pope wp a� I po e � po 'bifty o�b Id- 9 tle-g e ot i d�9 & g shown
k f I I Isuppor�oi tl tl al eb me be �ly Adtll �I� mpomry dv ' g f ' su2 t bl'ty tl ' g c 1 �'on's ihe re p -Glpty o�t�e MiTek'
ecla Aadiflonalpermaneni Wac'ne ��h ovewllsV cWre6lnerespOnsdlryorihebulla gdesgner.Fag e Igaltlonc eg d'ng
IaMCalion,Guafty conboL sfomge,tlefnery,erection ontl bracin8.consult ANSIpPiI QvvlXy GMeria,OSB-89 ond BCSI BeilNnfl ComponeM 10515 N.OUIer Poity,Suile11300
Sofefy IMwmaMOn vollabl0 kOm iNSi PIpiB In5iilVte,J81 N.Lee Siree�,-SOi�e 312�Al�antltlo,VA 223i4.
HSOVtfiarrDM.e�Sp}Iw�Mr'iaepe�ife4NUtleti�nvalues.xeiM1eseeRec�VeR6J03(SOI3EyAt5C � C�esle�fieltl.M0630t]
JOb TN55 Tiuss Type Q(Y Ply 3000 q CRAFfSMAN STANDAftO
1205]68a3
M130030G BG GF9LE 1 1
Job Reterence(o0fonab
Timbetland Lumber Company,Intlianapolis,IN 66218 ]250 s Nug 25 2011 MiTek Intluslnes,Inc.Thu May 23 t 1]6]0 2013 Page 1
ID:Cy]rSi9UKFMw51 PBKCfVTay3Qoj-]BnKC�F6MBEGO6EhmHaNOIXNVWbU1 RmVO3APaezDe_I
-0�11-0 18-0-� � 360-0 36-11K1
Od 1� 10A-0 18-�-0 d-11-0
Scale�.3116"=T
SHEATHING SHOWN IS NOT s� _
PART OF COMPONENT DESIGN.
s.00 i2 �s �7
S�eei Pmnt �5
WIISheeNing 14 ,j 18
1PIyV2x4x9DVama�a 13 �,� �9
12 / �� � � " 20
21 3a5�
3aS 910 " � �/ / 'j � 22
e � % / . / � /, � � / . 23 2425
l /
6 / 26
' � , � �� / �, ���� � i,� j� . ze �
�� 2 /� ,� � � � � ��� � 30 �7�
� 3zB II 3xe II �
56 55. 54 53 52 51. 50 49 48 4] 46 45 44 43 42 41 40 39 38 3] 36 35 34 33 32 �
5a5= 5�_
36-D-0
36D-0
Pla�e Offsets(X Y)' f7Q3-8 Edqe119:0-1'-14Etloe1 f230-1-14 Edoel f30:0-3-8 Edoel f41:03-0 03-01 !47'0.30 0301
LOADING(ps� SppCING 2-0-0 CSI DEFL in Qoc) I/tleFl L/d PLATES GRIP
TCLL Z�.� pla�es lncrease �1.15 TC 0.12 Vert(LL) -0.00 31 Nf 12� MT20 1 W/144
(ROOf Snow20.0) Lumber Increase L�5 BC 0.05 Vert(TL) -0.00 31 n/r 120
TC�� �4�0 Rep Stress l�cr NO WB 0.17 Ho2(TL) OA� 30 Na Na
BCLL �D Code1RC2006/TPI2002 (Matrix) Weight:2291b FT=O%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wood sheathing tlirecHy applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid ceiling direclty applied or 10.0-0 oc bracinq.
OTHERS 2 X 4 SPF No 3 WEBS 1 Row.at mitlpt i6-44,15-45,17-43
WEDGE
Left'.2 X 4 SPF No.3,Right 2 X d SPF No.3
MiTek recommmds[hat Stabilizers and required cross bracing be
ins�alled during iruss erection,in acmrdance with Stabilizer
Installation uide.
REACTIONS All beanngs 3&0.0.
(Ib)- Max Uplift All uplift 1001b or less aljoint(s)2,30,46,<7�qg,qg�Sq 51,52,53,
54,55,56,42,41�,40,39,38,37;36,35,34,33,32
Max Grav All reaG[ions 25�Ib or less at join[(s)2,30,�44,45,46,47,48,49,50,
51,52,53,54,55,56,43,42,41,40,39,38,37,36,35,34,33,32
PORCES Qb)-Max.Comp./M�-Ten.-All forces 25o Qb)or less except when slwwn. `��l ` ` �
NOTES (�p)
i)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf BCDL=6.Opsf,h=30ft;Cat JI',Ecp 6;enclosed;GC Fxtenor(2);rantilever left and nght exposed;
enG vertical leR and�right exposeQ W mber DOL=1.33 pla�e grip DOL=1�.33
2)Truss tlesignetl for wind loads.in[he plane of�the Wss only. For studs exposed lo wintl(normal ro the face),see Standard Intlustry Gable
Entl'-0elails as appiicable,or consult qualifed building designenas per ANSI/TPI 1.
3)TCLL FSCE 7-05;Pf=20.0 psf(Flat roof snow);Ca�egory II;6cp B;Fully Exp.;Crt1
4J Unbalanced snow loads have Ceen consideretl for ihis design.
5)This wss has been designed for greater of min roof live load of 16.0 psf or 2 OO limes FlaTroof loatl of 20:0 psf on overhangs , ,4`G��Nit�iJ. /
non-concurrenl with ofher tive loatls.. ,���� t4��
6)All�plates are�4 MT20 unless otherwise.indicaled. `�� il� G(� /�
7)Gable requires continuous Eottom chord beanng. ��� �, 'G�STEq"•.G ��
8)Gable stutls spaced al 1-40 oc. ; � �Q.�
9)This truss has been designetl for a�10.0 psf.bottom chord live load nonconcurrent with any other live loads. � = P � i
��)Provide mechanical connection,(tiy others)�o6truss to'bearing plate rapable of withstanding 100 Ib uplift at joinl(s)2,30,4fi,47,48,49, = ; NU. 1 9VCOd 7 5 �;
50,St,52,53,54.55,56,42,41,40,39,38,37,36,35,34,33,32. _ _
�11)Waming:Addilional permanent antl stabiliry bracing for truss system(not part of ihis wmponent tlesign)is always required. � • '. J • C
12)If Southem Pine(SP or SPp)lumber is specified,.the tlesign.vaiues are those effective O6/01l2012 by ALSC or pmposetl by SPIB. � � �. STATE OF ;' 4` �
'i��.h`':�ND�0.NF�'r 4.�:
LOADCASE(S) Standard �� F , . \� �
� �
�i��`rSS+�ON`A4,��1'„\���
May 23,2013
AWARMNG-V�d�cg pm�vmret dRP6f1AR1"PSON7FRSbNDINCLVDPDA9Y'&KRs�'f'L'Rf.NCSPAGEb9717473BBFQREUSS. �
Detig �'df ry 'ihAMi Y t .ih d ig bosCdo N�ponpaameterssho n a tl sfo an tl d Ib'Idng po nt �
qpplc bltyoltl sig p a � �-dp pe ' fp r f f pa � po bfry Ib Id gd �9� olimsitlesgne &ac gshown
IsiOI � I ppM f tl d �lW b bers ry. AtldlOn011e poaryGOC g10'sur tpbltyd gc � � 'sIDe! p 'b'liryolt�e
er c1 AtlCt alp lb cing �R� � II � 1 ' �b ponsbl'ho��hebuld d gnn Fo-ge e Igoltlanc gdrCng ��1Qk
fabnol'on.quality<o irol.ztoroqe,d f�ery,erect on a tl Nocn9:consol� qN51RP11 Q afity Cr�ena.USB 89 antl BCSI euAding ComponeM 14515 N.OUIer Porty,Suire V30�
SaMtylMwmalion va11a61ehomimiSPla�elns�I�u�e,J81N_Lee9reef.5ui1¢312.AIezandna.VA2231d_ CM1e5lerfielqM06301]
xs�.n,.me��.els%�ume«'�.x�«s e.vn..e.,�¢�.�.wc:....x��n<n..<a�wdailznssw;usc
JOb Ttu55 TmssType Qty Ply 30DOACRAFf5MAN5TANDARO
12096B4E
13W3C6 C COMMON q 1
J bRi ! 1' 0 r
➢mbetlantl Lumber Company,Intlianapolis,IN C6218 ]250 s Aug 25 201 t MiTek intlosfnes,Inc. T!'u May 23 i 1:ibJ52D13 Page 1
ID:Cy]r5i9UKFMw51 PBKCfVTay3QqbLLiPDGk7VM7eGOUK?5cZ54VwoTmtReqjry64zDe_k
4-11-02 9E-0 te-0-0 19-0-0 0.�
44142 48-0 4E-0 4-11-02 -01-0
Q y— Srale=1:56_0
0
11 12 3x4 O
1000 12 5
2xA O 2x4 O
3 6
� 5�/� 5� ��
SXo�i
2 � Sa4��
i y
� e 1�
6x12 I I �� 6x12 I I
5a9=
9A-0 19 4-0
9b-0 9A-0
Plate Offsets(X Y)' I1�'6-0-8 0.3-01
TCADING(psZO 0 SPACMG 2-0-0 G51 DEFL in (loc) I/deFl L/d PLATES GRIP
(ROOf Snow=20.0) Plales increase 115 TC 0.30 Vert(LL) -0.12 1-10 >999 240 MT20 197/144
TCDL 10.0 Wmberincrease t15 BC �.57 Vert(TL) -0.30 1-10 >784 t80
BCLL 0.0 Rep S[ress Incr VES WB 020 Horz(TL) �A2 8 n/a n/a
BCDL 10.0 CodeIRC2006/TPI2002 (Matnx) Weight981b FT=O%
LUMBER 'BRACING
TOP CHORD 2 X 4 SPF.Na2 TOP CHORD Stmc[ural wood sheathing tlirectly applied or 60-�oc pudins.
BOT CHORD 2 X 4 SPF No2 BOT CHOR� Rigid ceiling directly applied�or�0.0-0 oc brecing.
WEBS 2 X 4 SPf No 3 I Mi7ek recommends tha[Stabilizers and required cross bracing be
SLIDER leR 2 X B SYP No2 3-5-8,Right 2 X 8 SYP No2 3-&7 + installetl during truss erecfion,in accortlance wifh StabiGZer
� I t II f g tl
REACTIONS Qb/size) 1=772/Mechanical,8=831/43-8 (min.0-i-8)
Maz Uplifll=-09(LC 5),8=81(LC 5)
FORCES pb)-Max.ComplMau.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD b2=-689f/9,23=-7t1/115,&11=675/t22,4-11=-536/141,4-12=-530/14�,
512=-591/t22,5-6=-674/118,67=-709/it5,7-8=-BBSf79
BOTCHORD L10=0/579,8-10=0/575
VJEBS 4-10=-�1/496
NOTES (9)
�)Wnd:ASCE 7-05;90mph;TCDL=6.Opst;BCDL=6.Opsf,h=30tt;CaL II;�Bcp B',enclosed;GC EMeriorl2);cantilever lek and right exposed; ,�� , l
entl veAical leR and right exposed;Lumber DOL=133 plate grip DOL=i.33 �
2)TCLL:ASCE 7-05;Pf=20.0 psf(Flat roof snow);Category II;6cp B;Fulty Exp:;Ct=1.1
3)Unbalancetl snow IoaOS have been considered for this design.
4)This Vuss has been designed�for greafer of min roof live load of 16.0 psf or 2.W times Flat roo(loatl of 20.0 psf on overhangs
nonconcurrent with other live loyds. �
5)This truss has been designed for a 10.0 psf botlom chortl live bad nonconcurrent with any other live loatls.
fi)Re{er ro girder(5)for iruss lo truss connections. � �� �
7)Provide mechaniral connedion(by others)of truss to bearing plafe capable of witfistanding 100 Ib uplifl al joint(s)i,e.
e)Warning'Atltlilional permanent and stability bracing for tmss syslem(not part of this component design)is always requiretl.
9)IfSou2hem Pine(SP or SPp)lumber is specified,the design values are Ihose eBecFrve�6/OV2012 by ALSC cr proposed by SPIB.. `.\*�*\t�G�ANGttt���'/,
,� -I-� .. . ��(� '%
LOAD CASE�S) Slandard � �
` •.P�G\STEq�O. J
- :� No. 799COd15 �; -
_ . . _
% '� �� STATE OF �� ¢ �
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F
ii'!i''S�lONA`4£��`,,``�
May 23,2013
QweRxrNC u�.�9,;�,a,�,.,�e� aRSeo�arsoxnirsermr�.vusoasrrsrc�nn��csreceffit-7arassFansass. �—ppp -
De g Itli se N f�MT k o � ¢ih' tl - Nupo po et sh d' � o tl tl alb l�g pon t ��
Appl blty Itl iB Oao � - ndp pe Pomlo ol mp� e 1 po tiftyolb Id gtl g e t� tlezgne 8 Bs�own
kf bteal ppM ( tl d Iwebmembers N�Atld� ItemFporyb c gt ' res� Uftytl n gco 1 f � 'siherepo -dllifyot�he
erec� AdSto Iperm iWocngof�heberallstmcNre'siheresposidityottM1ebulld atlesfqneEFO�ge Iguitlonceeyoa'�e MIT@�(�
bMCa�on,qualty conVOt sbrage,tlelrvery,erecfion antl brocing.consW�. AN51/IPII poo0h Crdetla,�50-89 antl BC51 Building CompnneM 14515 N.Omer Forry,Svite p300
.SalerylMCfmaM1On �voilablehomiNSSPIafelns�ifute.I81 N.leeSirPet,Soi�e312.Alexantlrio,VAZ131d. Chesle?eIE,M0630t]
r.s�„mr,,,a�.x is%a,�e.,�x.c.�m�;.�.�«,�rn•,i�«.,�.�n�.+r.�...�aatoi/zni3 wux
Job Tivss TN55 Type Qty Ply 30W A CRAFfSMAN STANDAR�
ims�seas
13003W Ci COMMON 1 1
1� nFR<(er a/nn�nnal
Tmbetlantl Lumber Company,InEianapolis,IN 46219 ]250 s Aug 25 Y011 MiTek Intlusines,Inc. TIm May Y3 11:16]6 2013 Page 1
I�:Cy]Bi9l1KFMw51 PBKCFVTay3QoJ3XV5dZHMuoU_FQN4uiaSagbJeiVKho3NNJeXzDeJ
4-1142 I 9b-0 I 14<d 1 i9J-0 �2p-]-0
� 4:11-12 4AA 4A-0 4-01-02. 1�
q� — Scale=t:56.o
4
moo iz >>
�� 3x4 Q
s
2vo O zxn�i
a 6
s.s% s.s��
Sa6 �i 2 � 5a5��
""ii 1
r� 89 lr
�1 1
6x12 I I �� 6x12 I I
Sx9 =
9bL 19-0"0 I
9AD 9AA
Plate OHSets(X V)�. 110�0-4-8 03-01
IOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) I/tleFl L/d PLATES GRIP
7CLL 20.�
(RoofSrww=20.0) Platesincrease t�5 TC 030 Vert(Ll) -0.12 1-t0 >999 240 MT2�� 197/144
TCDL �p.0 Wmberincrease L15 BC 0.57 Vert(TL) -0.30 1-10 >783 t80
BCLL 0.0 Rep Stress Incr YES WB 420 Hoa(TL) OD2 8 n/a n/a
BCDL 10.0 Code IRC2006/iP12�02 (MaMx) Weight 99 Ib FT=0%
LUMBER BRACING
TOP CHOR� 2 X 4 SPF No2 TOP CHORD StNCtural wootl sheathing tlirectly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF Nn2 BOT CHORD Rigitl ceiling directly applietl or t0-0-0 oc brecing.
WEBS 2 X 4 SPF No.3 MiTek recommends Mal Slabilizers antl requiretl cross braCing be
SLIDER Left 2 X 8 SYPNo2 3-5-8,Righl2 X e SYP No2.3-S7 installed dunng lruss erection,in accordance with Stabllizer
I tall t g tl
REACTIONS Qblsize) 1=771IMechanical,8=852/0.3-8 (min.04-8)
Max Horz 1=-12(LC 5)
Mau Uplift 1=�48(LC 5),8=92(LC b)
FORCES Qb)-Max.Comp/Mae.Ten.-All forces 25�Qb)or less eecept when shown.
TOP CHORD 1-2=888/77,23=-709/114,311=-673/120,4-1 t=539/140,4-12=528/139,
5-12=-590l�2Q 56=672/1 t4.67=784N 13,7-8=879177
80T CHORD b�0=�/577,&10=0/572
VJEBS 4t0=-70/495
NOTES (9) ,
1)Wnd:ASCE 7-05;90mph TCDL 6.Opsf,BCDL=6.Opsf,h=30ft;Cat.II;�p B;endosed;C-C Eaierior(2);cantilever left and n�ht exposetl; j,�� U V+
end vetlical left and rght exposed;�umber DOL=1 33plale grip�OL=133 � A
2)TCLL ASCE 7-OS;�Pf 20 o pst(Flat roof snow);Category II;Exp&Fully Exp.;Ct=1.1 � ��
3)Unbalanced snow loaas have been consitleretl for this design.
4)This truss has been designed for greater of minroof live loatl of 16.0 psf or 2 00 times Flat mof loatl of Z0.0 psf on overhangs
non-concurrent with oMer live loads.
5)This Uuss has been tlesignetl tor a��t0.0 psf bottom chord live loatl nonconcurrent with any other live loatls.
6)Referto qirder�s)for truss lo lruss conneclions.
7)Provitle mechanical wnneclion(by others)ofdruss to bearing plate capable M withstanding 10�Ib uplift al joint(s)1,8. \,1,�������r��j�f
9'I\f5out emdPnenSPPorSpnenumbensbili GbeQlhedesl nvaloe are�thoseeffective06/0120t2b9AL,SCI�way`oreqatl� SPIB. +�*�\� EG�NG '����i
) ( P) Pe 9 Y P Po M ��� .F� . ��(i ��i
LOAD CASE(S) Stantlartl : ':Q�G�STERFO: %
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ector Ntld'onalpermanenlbracingo��beovnalfs�mcfure¢iheresGOnsiblNo�IDeboltl gdesgnCr.Fwgeneralgotlanceregardn8 MiTek'
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SHFATHWG SHOVJN IS NOT 4a5 = Sraie=t56.e
PART OF COMPONENT DESIGN.
iooa iz io
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34 33 32 31 30 29 28 2] 26 25 24 23 22 21 20
5a6 =
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Plale Offse[s fX V): f27:0.&0 0.301
LOADING(psfl SPACING &0-0 CSI DEFL in (loc) I/tleFl Ud PLATES GRIP
TCLL 20.0
(ROOf Snow=20.0) Plales Increase 1,�5 TC 028 Vert(LL) -0.02 19 Nr 120 MT20 197/144
TCDL t0.0 Lumberincrease t15 gC 0.11 Vert(TL) -0.03 19 n/r 120
BCLL Qp Rep Siress Incr NO NB 0.15 Horz(TL) 0.0� 20 n/a n/a
BCDL 10.0 Code IRC2006/TPI2�02 (Matrix) Weight 131 Ib FT=O%
LUMBER BRAqNG
TOP CHORD 2 X 4 SPF No2 TOP CHORD Struc[ural wood sheathing tlirectly applietl or SO-0 oc pudins, excepl
60T CHORD 2 X 4 SPF No2 end vertiwls..
WEBS 2X4SPRNo.3 BOTCHORD Rigidceilingtlirectlyappliedor6-0.0ocbracing.
OTHERS 2X4�SPFNO3 WEBS iRowalmidp[ 1�-27
MiTek recommentls that Stabitirers and required cross brecing be
installed tlunn9 tiuss erection,in accordance with Stabilizer
Insfallation uide.
REACTIONS All bearings 19-0-0.
Q6)- Max Uplifl All uplift 100 Ib or less at joint(s)34,20,29,30,31,32,33,25,2q.23,
22.21
Max Grav All reactions 25o Ib or less atjoinqs)34,20,27,28,29,30,31,32,33,
26,25.24,23,22,2t
FORCES ��b)-Max.Como/Maz.Ten.-All forces 250(Ib)or less excepl when shown. � ��
NOTES (13) ��
1)Wind:ASCE 7-OS',90mph;TCDL=6.Opsf;BCDL=6.Opsf,h=30ft;Cat II;Eep e;endosed;GC Exterior(21;cantilever lek and nghl exposed;
entl.vertical left and nght exposeQ�Wmber DOL=L33 plate gnp DOL=t33
2)Truss designed for wind loads in the plane of the truss only. For studs exposetl to wintl(normal to the face),see Stantlard Intlustry Gable
End Details as applicable,or consWt qualifed building tlesigner as pe�ANSI/TPI�1.
3)TCLL:ASCE 7-05;PF20.0 psf(Flat roof snax);Category II;6cp e;Fully Exp.;Ct=1.1
4)Llnbalanced snow loatls have Oeen consitlered for this design. ,f���a����j'f,
5)non on uhrenbwth othe9l ve loatlseater of min roof IiveJoad of 16.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs `�*����J��RNG�������
6)All plates are 2x4 MT20 unless otherv�ise intlicated. �� "'� .• • �(/ �i�
: ' 1STE�'
7)Gable requiies wntinuous bottom chortl bearing. • ('j !a�'•..
8)Truss to be fully sheathetl from one face or securely bracetl against lateral movemenl(i.e.diagonal webj. ;�P� �O'� %
9)Gable stutls spaced�at b4-o oc. : � NO. 7 9400G T5 ; �
10)This truss�has been designed for a�10Dpst botlom chord liveioad nonconcurrenl with any other live loads. — -
i t)Pmvide mechanical conneqion(by others)of[russ to beadng pate capable of wilhstantling�1001b uplift at joinqs)34,20,29,30,31,32, _ • t G • _
as,25,za za,2z,zt � ; ^Q : STATE OF � 4 �
12)Waming:Atltlitional permanent and stablliry bracing for tmss system(not part of[his component tlesign)is always required. % 'iA ' � �4 J
13)If Southem Pine(SP or SPp)lumber is speafied,the design values are those eRective D6/0120t2 by ALSC or proposed by SPIB. � �-r�'••�!�'oiqN?;.•��``����
LOAD CASE�S) St2ndard ��i� S�OMAI E� ���
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LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tlefl Lld PLATES GRIP
TCLL 20.0
(Roof Snow=20.0) P�a�es Increase 1.15 TC 0.44 Vert(LL) -0.04 4E >999 240 MT20 197l144
TC�L �p,0 Wmberinaease t15 BC 0.39 Vert(TL) -0.10 4E >999 18�
BCLL 0.0 Rep Stress lncr YES WB 0.12 Horz(TL) �O.Ot 4 Na Na
BCDL 100 CodeIRC20D6RP12002 (Matrix) Weight:371b FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD SUUC[ural wood sheathing direcUy applied or 60-0 oc pudins.
BOT CHORD 2X 4 SPF No2 80T CHORD Rigitl ceiling directly applied or 10-0-0 oc brecing.
WEBS 2�X 4 SPF No.3 MiTek�ecommends that Stabilizers antl required cross bracing be
inslalled during tiuss ereclion,in accordance wi�h Stabilizer
u
REACT70N5 (Ib/size) 2=560l03-8 (min.0-YS),4=560/43-8 (min.0-1-8)
Ma�c Uplift2=129(LC 5),4=129(LC 5)
FORCES (Ib)-Mae.Comp./Mae.Ten.-All forces 250 Qb)or less except when shown.
TOP CHOR� 2-7=-722/110,3-7=569A28,3-8=569/t28,4-8=722/710
BOT CHORD 2-6=-17/576,4-6=-17/576
V4EB5 3E=0/291
NOTES (e)
i)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf BCDL=6.Opsf h=30ft;Cat II;Exp B;enclosed;GC Exterior(2);canlilever left and right exposed;
end vertiwl left and nght exposed',W mber DOL=1 33 ptate grip DOL=1.33 � }�/ f 1
2)TCLL�.ASCE 7-05;Pf=20.0 psf(Flat roof snow);Category Ii;��Exp B;FullyExp.;Cr1.1 � `��
3)Unbalanced snow loads have been considered for this design. � l� 1
4)This truss has been tlesignetl for greater of min roof liveJOatl of�6Apsf or2.00.�ime5 flat roof load of 20.O,psf on ove�hangs �f U��
nonconcurrent with other live loads.
5)This truss has been tlesigned for.a 10.0 psf bottom chortl live loadnonconcurrent with any other live loads.
6)Provitle mechanical connection(by ol�ers)pf tmss to bearing plate capable of withstanding 10016 uplifl aljoint(s)�except QY-Ib)2=129,
4=129.
7)Waming:Atlditional permanent and stabilirybracing(or truss system(not part of lhis component designj is always required.
e)If Southem Pine(SP or SBpJ lumber is specifietl,the design values are those eRective O6/OV2�12 by ALSC or proposed by SPIB. `,`\\`�«�1�iN1/lt�j��'
LOAD CASE(S) 5[antlartl� `���� -�il�.. •G(�G �����
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May 23,2013
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(Roof 5now=20.0) Wmber lncrease� �.15 9C OAS Vert(TL) -0.00 11 n/r 120
TCDL 10.0 RepStresslncr NO WB 0.03 Horz(TL) 000 t0 n/a n/a
BCLL 0.0 Code IRC2006/TPI2002
BCDL �p.p (Matri[) Weight481b FT=O%
LUMBER BRACING
TOP CHOR� 2 X 4 SPF No 2 TOP CHORD Structurel wood sheathing tlirectly applied or 60-0 oc puriins.
BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigitl ceiling directly applied or�0-0-0 oc bracing.
OTHERS 2 X 4 SPF No.3 MiTek recommends that Stabilizers antl required cross braang be
installed during Wss erecUOn,in accordance with S�abilizer
Insfallalion uide.
REACTIONS All bearings 12-&0.
' (Ib)- Max Uplift All upllk 100Ib or less at joint(s)2,10,t6,�7,18, 14,13,.12
Max Grav All reactions 2501b or less aljoint(s)2,10,t5,i6,P,18,14, 13,12
FORCES (Ib)-Max.Comp.IMax.Ten.-All forces 25�pb)or less except whemshown.
NOTES (�2)
1)W nd:ASCE 7-05;9�mph;,TCDL=6.Opsf;BCDL=6 Opsf;h=30R;Ca�I I;Exp B;enclosed',GC Fxtenor(2�;cantilever left and.ngh�exposed.;
entl vertical left and ngfit exposeQ.Wmber DOL=1.33 plate grip DOL=t33
2)Truss designetl!or wintl loads in the plane ofihe tmss onty. �For stutls exposed to wintl(norznal to ihe hce),see Stantlard Indusiry Gable
End Details as applirable,or wnsult qualifed building tlesigner as per ANSI/iPl t.
3)TCCL:ASCE 7-05;Pf=2D.�psf(Flat rbof snow);�Cate9ory II',Exp B;Fully Exp.;Ct=t�
4)Unbalanced snow loads have been wnsidered for this design. 1+� ' , V-"`
5)This vuss has been Gesigned for greater of min roof live loatl of 16.0 psf or 2.00 limes flat roof load of 2�.0 psf on overhangs �
non-concurrent wdh othenlive loatls. f
6)All plates are 2x4 MT20 unless otherwise�indicated. �
7)Gable requires continuous boriom chord bearing.
8)Gable stutls spaced ai t-40 oc.
9)This Vuss has been tlesignetl for a�o.�psf bonom chord live loatl nonconcurrent with any o�her live loatls.
t0)Provitle mechanical wnnection(by o�hers)o(tmss�o bearing plate capable of wilhstantling 100 Ib upliR atjoint(s)2,10,t6,17,18,14,
i3�iz. � o�G�AN�r�ii i i
11)Warning:Addi[ional.pertnanent and stability breang for tmss system(not part of Mis component design)is always reqoired. ���� t��
12)If Southem Pine(SP or SPp)lumber is specified,the design values are those eRec[ive O6/�t/2�72 by ALSC or p�oposed by SPIB. `\`�� �UE G��G��''
�ono cnse(s� sca�aa�d `` ':Q�G�STEq'�O".,
= No. 149C0475 �� '
. . _
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1?§{t
12 8-0
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loC) I/defl Utl PLATES GRIP
TCLL Zo.O plates Increase 1.15 TC �28 Vert(LL) -OA2 t3 Nr 120 MT20 19�/144
(RoofSnow=200) Wmberincrease 1.15 BC 009 Vert(TL) -0D3 13 n/r 120
TCDL t0.0 RepBtresslncr NO VJB 0.10 Horz(TL) 0.00 '14 n/a nla
BCLL 0.0 CodeIRC2006RP12002 (Matrix) WeighC741b FT=O%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF No 2 TOP CHORD Structural wood sheathing diiec0y applied or 6-0-0 oc pudins, except
BOT CHORD 2 X 4 SPF No2 end verticals.
WEBS 2 X 4 SPF No.3 BOT CHORD Rigid ceiling tlirectly applied or 6-0.�oc bracing.
OTHERS 2 X 4 SPF No.3 MITek recommentls lhat Stabilizers and required cross bracing be
ins[alled dunng truss erection,in accordance with Stabilizer
t li uitl
REACTIONS All bearings 12-8-0.
(Ib)- Max UpIiR All upliR 1001b or less atjoint(s)24,14,20,21,22„23,18,17, i6,t5
Max Grav All reac[ions 250Ib or less a�joinl(s)24,14,19,20,2t,22,23,18, 17,i6,15
FORCES (Ib)-Max.Comp./Ma�c.Ten.-All forces 250 Qb)or Iess excepl when shown.
NOTES (�3)
1)Wmd:ASCE 7-05;�90mph',TCDL=6.�psf;BCDL=fi Opsf;h=30k;Cat.II;6cp B;enclosed;GC E�erior(2);canlilever lefi and�righ�exposed;
end vertical left and.right exposeQ Wmber DOC=t 33 plate"gnp DOL=1 33
2)Truss tlesigned for wintl loatls in.ihe plane of lhe truss only. Por.studs exposed lo wind(normal to Ihe face),see Standard Indus�ry Gable
End Details as applirable,or consull qualifed building designer as per ANSI/TPI 1. �� 1 ' f
3)TCLU ASCE 7-05;Pf=20.0 ps((flat roof snow);Category I I;Exp B;Fully E<p.;Ct=1.1 I `
4)Unbalanced�snow loatls have been considered for this design. 1 . .�
5)This tmss�has been designed for greater of min roof Iive load of 16.0 psf o�2 00 times Flat roof loatl�of 20.�psf on overhangs V��� `
nonconwrtent with other Ilve loads.
6)All platesare 2i4�MT20 unless olhernise intlicated.
7)Gable requires continuous botlom chord.bearing.
e)Truss to Ce fulry sheathed fmm one face orserurely bracedagainst laterel movement(i.e.tliagonal web).
9)Gable stutls spaced a11-40 oc. �
10)Ttiis truss has been designed for a 10.0 psf bottom chortl live loatl nonconwrrenl with any oNer live loads. ���l���a���q�� `
11)PBC'ide se'Sanical wnnec[ion(by others)of Imss lo bearing plate capable of withstantling 100 Ib uplift at joint(s)24,14,20,21,22,23�, \\`'\>>�J�GANG��L/ '
i
12)Warmng Atlditional permanent and stability b�acing for truss system(not part of this wmponent design)is always required. � •
13)If Southem Pine(SP or SPp)lumber is specified,lhe design values are those effeclive 0&�V2012 by ALSC or proposed by SPIB. � _'����TER�('p %
— :Q- O
LOADCASE�S) Standard � % No, 194C0415 •; �
• ♦ —
� 'fl�� STATE OF � 2' �
� �fl.c��'.�!VDYANP'r'����"� �
% (.. .. „ •: � ��
..��,({SSiO�A 51��i`l\`\�
May 23,2013
�WdRMXG V�dagnpm�anetoaandREBD.NOTL'SONTHfSdtiDtNCLIID&[1MiSEKRSfPJ2ENC&PAGE9Itl-74T3�8EF4R5(75R. �p
p g Idl N �hMi k � M tlesg - baetl- ty P Pa et iM1O o tl slo a d'1 Ib Id g �po L �
Appl ti Iry �d slg p I antl pope� orp r f � po I spo bTry �b Id g tl pn t t tl �g e B c g hown
isl bleral ppM � d tl I b bers N.Atldf II por b - gloTmr 1 tiltytl ' gco � t �M1 p -dllty RM1e MiTek°
zcbr_AdtllonolpertnanembrocingoitFeovemllslmcNre'st�eresponitiltyotM1ebultl gdesgnecFwgeneralgutlanceregardng
fabncation,quali�y conirol,sbrage,delivery;erecfion and bmcing,mnsult AN51/IPII poofify Crtlena.DSB-09 ond BC51 BuOding ComponeM �4515 N.ONer Fatly,Suite C30a
KSau fi'am.Wen�SP)1umLtr�ia npecifed,PA�eepesqn aahve:.xe telw�a eR:aNeP5j93fYO1i tr�RtY�31 p- G�esleKeld.MO 630'I]
Job Tm55 TNSSType Q�y Ply 3DOOACRARSMANSTFNDAft�
q 1405)6850
130030G EGR COMMON � L J b R � ( 1 Il
Tm�erlan�W m�er Company,Indanapolis,IN 462t 8 ]250 s Aug 25 201 t MiTeh InCUSNes.Inc. Thu May 2311:1623 2013 Page t
ID'Cy]rSi9UKFMw51 PBKcNTay3Qoj-Miqk5yMIEyN?bUQQogEUunPnQ6XneNOqgzMOtlzDe_c
43-0 I 3gq2 I 6-0-0 I 9-04 � 12E-0 i
� 13-0 33-12 3-0< 3-0-0 33-02
4s9 I I Scale=1'38.9
5
11
12
10.00 12 2x4\1 2x4 //
y 6
3�UU�i 3M'i ��
3 �
8
� z I�
13 10 14 9 15 16
�xia lI �a.io= ia,io= �x�a II
q-&ia � e-03 I t2an �
4J-13 4-0-5 4-3-13
Plate Offsets IX Y)'_�2:0-8-14 Etloel fe'0.8-i4 Edoel
LOADING(ps� SPACING 2-0-0 C51 DEFL in poc) I/defl L/tl PLATES GRIP
TCLL 20.0
(RoofSnow=20.0) Plateslnc�ease 1.15 TC 0.65 Vert(LL) -0.04 9-10 >999 240 MT20 197/744
TCDL t0.� Lumberincrease 1.15 BC OSS Vetl(TL) -0.10 9-10 >999 180.
BCLL 0.0 Rep Stress Incr NO VJB 0.69 Horz(TL) 0.02 B n/a nla
BCDL 10.0 Code IRC2006l�PI2002 (Matnx) WeighU1881b FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wood sheathing directly applied or 47-5 oc purltns.
BOT CHORD 2 X e SVP No2 'BOT CHORD Rigid ceiling direaly applied or 10.0-0 oc brecing.
WEBS 2 X 4 SPF No3
SLIDER Left2X8SVPNO22-2-O,Right2X8SYPNo22-b�
REACTIONS Qti/size) 8=5576/03-8 (mia Q3-5),2=4503/0.3-8 (min.0-2-it)
Max Horz 2=20(LC��S)
Max Uplifle=727(LC 5),2=-607(LC 5)
FORCES (Ib)-Mas.Comp./Max.Tea-All forces 250(Ib)or less except when shown.
TOP CHORO 23=4863/"029,3-4=4830/65fi,4-11=4658/663,511=-4552/698,512=-4672f719,
6-12=-0778l704,6-7=-4932/673,7-8=-0955/645
BOT CHORD 243=-009/351Q 10.13=-409/35t6,10-14=464/2665,9-14=-264/2685,9-15=-027l3620,
15-16=-02i/3620,&16=-427/3620
WEBS 5-9=-454/312�,6-9=0296,510=-406/2845,4-10=0/345
NOTES (11) � V°`i `
1)2-pty Vuss to Ge connected together with�Od(O.t31"x3')nails as follows:
Top chords wnnecled as tollowsr 2 X 4-1 mw at 0.9-0 oc.
Bottom chords connected as follows 2 X 8-2 mws at 0.5-0 oc.
Webs wnnected as follows:2 X 4-t��ow at 49-0 oc.
2)Allloads are wnsitlered equally applied to all plies,except if noletl as front(F)or back(8)face in the LOAD CASE(S)seclion.Ply to ply
mnnedions have been providetl to tlistribute onty loads mted as(F)or(e),unless otherv,ise indicatetl.
3)Wind:ASCE LOS;9omph;TCDL=6 Opsf;BCDL=6.Opsf,h=30k;Cat I�;Exp�6;enclosed;GC Eaterior(2);cantilever left and nght exposed-,
end vertiwl IeR antl right exposetl;W mber DOL=133 plate grip�OL=1.33
4)TCLL:ASCE7-05;Pf=20.Ops1(flatroofsnow);Categoryll;ExpB;�FultyExp.;Ct=t1 `���t1N�����G)�1 r
5)Unbalancetl snow loads have been�nnsitleretl for this desi9n. ``��Z-�J�G J{N �G��'',
6)This tmss has been tlesigned for greater of min roof live load of 76.�psf or 2.00 times flat roof loatl of 20.0 psf on overhangs � i
nonconcurrentwithotherliveloads. \� . :���$7E9�, �
7)T�is truss has been designed for a 10.0 psf bottom chord live loatl nonconcurrent with any other live loads. � Q p"•, .-
e)Pmvide mechanical connection(by others)of Vuss to bearing pla�e capable of withsfantling�00 Ib uplift a�joint(s)except(jblb)8=727; � No. 7 99C04 I S ; �
2=607. '
9)Hanger(s)or other connection device(s)shall be,provitletl suffcienl to support concentrated loatl(s)1491 Ib down and 2021b up at 2-2-t2; = � � � � c
1492Ib down antl 2021b up at 40-12, 1492 Ib down and 202 Ib up at 60.12, 14921b tlown and 2021b up at 8-412,antl 14921b down � N �; STATE OF ;' �Q' "
and 2021b up at 10-0-12,and 1492 Ib tlown and 20216 up a� �2-0-12 on bottom chortl. The desigNSelection of such conneclion � 33 : . [rl j
device(s)is the responsibiliry of others. �� fl�••,�/N��A�yp,�:"�4i �
10)Waming:Adtlitional pertnanenl antl s�ability bracing for�Wss system(nol part of this wmponent design)is always requiretl. '�i� FS �"^•• '� ('j� �O�
11)If Southem Pine(SP or SPp)lumber is speafied,ihe design values are those eRective O6/O V2012 by ALSC or proposed by SPIB. �O `S�ONAL�� �O�
LOADCASE�S) Stantlartl ,lr/ti�A��««y11�",`
Continuetlon e2 May23,2013
�WdRNiMG V:1'gdrs9 Parenzt dRE80MlAESONZYfISdNDINCl(IDEQk47Z3ffREF8R6XCBPAGEH7i7473BEFORBUSB. �p
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Appl olNOtd sig P o et dp pe' rp rot o� po I po tillyofb Id gtle-gne � tl stl 9n & c A h o
Is lo bt I pp n t d d I eb b ry, qdd f I le Po ry br a g 1 ' e 1 df�ty d ' g�co 1 1' ' ine re p 'b'lIN ��he s.ei7^�
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q afty c � I �omge,tlef ry.e ed' n a tl b oc g c nsuB ANSIRP�1 pu GIy Crtletla,DSB�89 and 6C51 B lSngComponent 'a'S Outer Forty,Suite#30�
SaMtylnlamaM1On voloblehomlmssPl �elnsfNte.)BIN.L�e$Ve¢LSu13�2Akxantlna,VA2231C. C�esterfielQM06309
HSCUtnem Pirve(SP}lumpe+isspQ=iled,qv8eu�n vaive.s.are�tws�¢Ne�t�w 6eJJlf2�]30YAt5C
JOb TN55 TN55Typ¢ Q�y Ply 3004ACRAFTSMANSTANpARD
120596850
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1
Tm�etla�4LUmberGompany,InEianapolis,IN<6Y18 ]25�sAUg252011MiTeklnJUSMes,IncThUMay231tifi232013Paqe2 �
ID'Gy7rSi9UKFMw51PBKCfVray3�q-M�qk5yMIEyN?bUQQogEUunPn08%neNOqgzrtJOtlzDe_c
LOAD CASE�S) Standard
1)Snow.Wmber Increase=tl5,Plate Increase=1.15
Uniform Loads(pl�
Vert:b5=6q 58=80,2-8=-20
Concentrated Loads Qb)
Vert'.2��9='1492(B)t0=-1492(B)13=�491(B)14=�492(B)15=4492(6)16=1492(B)
�W6RN/NG-Vertfydesgnparanrrt andREADNOTFSOR'lHISdNDIN�LUDFDMIfEXRt7�'PR&NGEPAGEBIII-T473BSFQRBUSS. �p
�e g Itlt � N ihMi k o t .IM1 d g '-�baed N P np� f xM1 , '- � a - d�tl Ib Id g mpo t W
A�nf dlry �d sig p � 1 ndpr pe � �P�� � Po �Y W -tilfy ib Id gtle gne It utle�9 e.& I g hown p
6� Ioi I uppMOf d tl I eb e berso ly Atldf lt -pw�ryb 91 ' mr 1 til'tytl ' Pro < <� �h p sb'll'�y tibe MiTek'
ecbr. Add�bnal permanent batlng o��he ovemll stmc ure s fie respons bl'ry ol�M1e bo Id ng dei gner.For general gu tlance re9qrd ng
Iabncafion.quali�YCOOtrol,s�omge.dellvery.erecfionantlbmcing.consull ANSIRP���uollly6Xeno.OSB-89andBC510u0dingComponeM 145t5N.OWerFarty,SNle#300
it5ou fia�Piew(59{M1+mMr�asqcde0.�iM.d�esim��`+�wK1ur�fiawxlti�cW fveeOalOi/zo�3 bv�s[2231d. C�esleKieltl.M063011
JOb TN55 TN55TypP Oty PIy 3000ACRHFfSMANSTANpARD
1205]6851
t300306 F MONOTRU55 9 1
J b R f ( Y II I
iimberlanC W m�er Company,Indianapdis,IN 4621 B >250 s Aug 25 2011 MiTek InEUSNes,Inc.Ttm May 23�t:ifi 24 2013 Page t
ID:Cy'�rSi9UKFMw51PBKCNTay3pq-q4N611NN?GVAe_cMOljpyOUYUUNyHiutlb�v3iDe b
i_011-0 I 48-1 I 8-]b
'J-01-0 48-0 4-0-]
Scale=1�.i9.B
4�fi =
4
4.pp�
2x4 C
e
3
3x4 =
,
W
i 2
IX �
5
3x4=
2i4 =
8-]8
8-]�
TOADING(ps20 O SPACING 2-0-0 C51 �EFL in Qoc) I/tleFl L/tl PLATES GRIP
(RoofSna�r-20.0) Plateslncrease �.15 TC 043 Vert(LL) -020 2-5 >516 240 MT20 t69/123
TCDL t0.0 Wmberincrease 1.15 BC OAS Veh(TL) -0.49 2-5 >206 180
eCLL 0.0 Rep Stress Incr YES NB 0.16 Horz(TL) 0.02 7 n/a Na
BCOL �p.0 CotleIRC2006/TPI2002 (Matriz) Weight301b FT=O%�
LUMBER BRACING
TOP CHORD 2 X 4 SPF No 2 TOP CHORD Structural wood sheathing directly applietl or 6-0-0 oc pudins, except
BOT CHORD 2 X 4 SPF-S 2700F 1.8E end vediwls.
WEBS 2 X 4 SPF No.3 BOT CHORD Rigitl ceiling tliredty applied'or 10.�-0 oc brecing.
OTHERS 2 X 4 SPF No.3 MiTek recommends lhat Stabilizers antl require0 cross bracing be
installed during truss erection,in accvrdance with Stabilizer
REACTIONS (Ib/size) p=qO510.3-8�(min.0-1-e),7=303/0-1-8 (min.0-1-e)
MaX Horz 2=95(CC 5)
Max Uplift2=406(LC 5),7=81(LC 5)
Max Grav2=418(LC 2),7=342(LC 2)
FORCES (Ib)-Mati.Comp/Max.Tea-All forces 250(Ib)or less except when s�own.
TOP CHORD 2-3=519/162
BOT CHOR� &5=197/453
WEBS 35�17/218,4-]=-35]/86
NOTES (�0) ���5 " 7
t)Wntl:ASCE 7-05;90mph;TCDL=6�psf;BCDL=6.Opsf;h=30k;CaL II;6cp B;enclosed;GC Eaterior(2)',cantilever left and right exposed; , �`
end vertical IeR and rightexposeQ'Wmber DOL=1.33 plate grip DOL=t.33 f
2)TCLL:ASCE 7-05;Pf=20 0 sf Flat roof snav',Cate o II;Ex &Fuil Ex . Cri.i , �����
� P ( ) 9 �Y P Y P: V v�
3)Unbatanced snow loads have been considered(or lhis tlesign.
4)This Iruss has been tlesigned for greater of min roof live loatl of i6 0 psf or 2.00 tlmes Flat roof loatl of 2�.0 psf on overhanps
nonconwrrent with other live loatls.
5)Thistmss has been tlesignetl for a�0.0 psf bottom chord live load nonconcurrent wilh any other live loads.
6)Bearing atjoiM(s)7 consitlers parallel to grain value using ANSI/rPl 1 angle to grain formula. Builtling designer should veriry capacity of
beanng surtace. � "�GAN�u� � /i
7)Provide mecha�ical mnnection{by olhers)of W ss.to bearing plate a�joint(s)7. *\��� �f��
e)Provide mechani�al connection(by olhers)of huss lo beanng plate capable of withstanding 1 DOib uplift atjoinqs)7 excepbQt=lb)2=106. \`>> ��y� G��G i�
9)Waming:Adtlitional permanenl antl stabiliry braung for truss sys�em(not part of this component tlesign)is always required. � �
10)If Soulhem Pine(SP or SPp)lumber is specifed,the design values are those eflective O6/01/2012by ALSC or pmposed by SPIB. � :'�GtSTER�:•. �
. Q Q"• �
LOADCASE�S) Stantlard — �� NU. 799C0475 �; �
' • e ❑
� 'fl '• STATE OF �� 2 �
%p�.c�':!/VD tAN?'•r��4'�:
.� \\
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May 23,2013
�WdRNING Verzfy des gn p eters and RF1D N07£S QNTXISdA711NCLVDED�778KREt-'ER&NCP PAGE B9!74T3 BBi`9X&U&8. ��ppp.
De q oftl�� eo H lphNi k ecipz.ili d g ' bo tl ly o npa � M1 d- � n d tl Ib 'Id'nqc ponenL �
Appl dIVY oi d sig p � ele tl p pe corpo � 1 c po � po �GIN f b Id' g tl B e ot t dexgn .B ac g shown
Ise i t I ppono� d d I b e b N- Atldl n� pooyG 9f ' i r t dltyd ngco t to ' merepo tintyonne MiTek'
labnca�n�qmf��� e Ib� g �iheo II1mcNreDiherespo blty (fh b'IC gtl gner_4or8 �� la dance g tl' g
ry comml-stom e,tle6very:erec�ion antl Wacing,consuB ANSIpPII Qua01y CrXe�iq DSB-89 vntllC51 BoWtlinq ComponeM t4515 N.ONer Fo�y,Sui�e#300
xsayma�„m.a'�.�«�I�i w,,,e«e,��«�ra.a,meee.a��'we.s ar.�n�a�ii:�e acI01)S9f3 pyALK�31 d. Ghesterfield,MO 6301)
Job TN55 TNSSTyp¢ Q(y Ply 3000qCRAFf5MAN5TANpARD
IID5]6852
130�3W FG GA6LE 1 1
Job Refer ! Conal)
��TmberlantlLUmberCOmpany,Intlianapolis,IN4fi2t0 ]250sPLg252011MiTeklnEUSNes,Inc. TM1UMay23t1:t6252Dt3Paget �
ID:Cy7Bi9UKFMw51 PBKCMay3Qoj-IGxU We0?mZdi roZpw5HyzCUGexLq6RZ67HKUNzDe_a
I -0-i1-0 I 5.p�
a-+ia 6ze
Scale=t 15.8
6
Sheet Fron� �
PoII Shaetning �
1 Ply 12 x 4 x B�uramate 5 � � �-
4.00 12 � � �
� � �
4 �
SHEATHING SHONM IS NOT � �
PART OF COMPONENT DESIGN. /
/
� � /� � � �� � . /
/ ��� , �� �% � � � �
z ,��/ �� /: �� i� ;/� ;; � ;
� � , i�i iii ;iiiii, iiii, i ii,.
� X� 'X� X
10 9 B �
6-]8
6-]-8
LOADING(ps� 5PACING 2-0-0 CSI DEFL in Qoc) I/deFl Ud PLATES GRIP
TCLL 20.0 plates Increase� t15 TC 0.12 Vert(LL) -0.01 1 n/r 120 MT2� t9�tl44
(RoofSnow=20.0) Lumbe�lncrease t15 BC 0.06 Vert(TL) -0.0� 1 n/r 120
TCDL �0.0 Rep Stress Incr NO WB �.03 Horz(TL) 0.00 7 n/a n/a
BCLL 0.0 CodeIRC2006/iP12W2 (Matrix) WeighC231b FT=O%
flCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPP No2 TOP-0HORD Structurel wood sheathing di�ectly applied or 6-0-0 w putlins, except
BOT GHORD 2 X 4 SPF No2 entl verticals.
WEBS 2 X 4 SPF No3 BOT CHORD Rigid ceiling tlirectly applied or 10.0-0 oc brecing.
OTHERS 2 X 4 SPF No.3 MiTek recommentls thaCStabilizers antl requiretl cross bracing be
installetl du�ing truss erection,in accordance wilh Stabrlize�
�t15l��dll4d E
REACTIONS All bearings 67-8.
(Ib)- Max Horz 2=43(LG 5)
Max Uplift All uplift 1 DO Ib or less at joint(s)7,2,8,9, 10
Max Grav All reactions 250Ib o[less at joint(s)7,28,9,t0
FORCES pb)-Max.Comp./M�.Ten.-All forces 250�(Ib)or less except when shown.
NOTES (t2)
1)W nd:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;;h=30k;Cat II;Exp B;enclosetl;�PC Erterior(2j;can�ilever left and nght exposed;
entl vehical left and right exposed-,Lumber DOL=t.33 plate gnp DOL=1.33
2)Truss tlesignetl for wind loads in lhe plane of the tmss only. For sWds exposetl to wintl(nwmal b the face),see Standartl Intlusiry Gable i������ ��
Entl Details as applicable,or mnsult qualifedbuiltling tlesigner as per ANSI/rPl 1. �
3)TCLL�.ASCE 7-05;Pf=20.0 ps((flat roof snow);Category II;Exp&,Fully Exp.;Cr1.1
4)Unbalanced snow loads have been wnsitleretl fo��his design.
5)This imss has been designed for greater of min roof live load of 16 0 psf or 2.00 times-Flat mof load of 20.0 psf on overhangs
non-concurreniwith otherliveloads.
6)All plates are 2z4 MT20 unless otherwise indirated.
7)Gable requires continuous bottom chord bearing.
8)Gable sNds spacetl al 1-4-0 oc.
9)This Wss has been tlesignetl.for a 10.0 psf bottom chord live loatl nonwnwrrent with any other liveioads. `` ititG��G rr
10j Pmvitle mechani�al conrtection(by others)ot truss to bearifg plate capable oi withslantling t OO lb upiifl at jointis)7,2,e,9,'10: ��O �ry�
11)Waming:Atldi�ional permanent antl stability bracing for Iruss system(not part of this component tlesign)isalways required. `�� ��E (�G ��.
12)If Southem Pine(SP or SPp)lumber is specified,the design values are those eHective O6/OV2012 by ALSC or pmposed hy SPIB. ��� � '��STF,r�'• ^'�
;�Q� FO''.
LOAD CASE(S) Stantlartl � �
= % No. 149COA15 �; �
❑ . . c
� 'n �� STATE OF �� ¢ �
' 9 � NA» ',�+ `
� O.o�':�ArDfA ,. ' ��. C
%'',r,SS,OMA4 `�NG\\`\`��
May 23,2013
�WBRNFNG-Versjydesgnyarmnet -dRP8pN07ESONTXISbNDIt�LfiilEDf87TSKREFERRNCEPdGEffif�s93BEF�RBVSS. �
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AppFCabilfyofdeig p a � � �tlpr pe ��ry t� I po 1 s espo sdlfyoib ld� gtl gn � f� d g B 9 hown
Ist I � I ppotl i d 'tl I etime b N /�ddf I� po�ryb ' 9� ' suro t bTYdo'9co � 1 -ihe� p tiIIN �tM ��g�
erxirn. AtltlNlonalpermaneniLVacngoiiFeoveralls�mcfure's�heresponxbilfyof�bebuldnpdesgner.Fwgenemlgutlancere9ardng
iat�wfion,qua4�y control s�omge,delivery,erecfion antl Macing,mnsell AN51/�PIi Quofty Cri1Ma,OSB-89 antl OCSI BuOdng Componenl 1i5t5 N.Omer FaM,Sune#300
Sofety Inlermolion.OvoilOble hom lmss Pla�e In5litute.J91 N.Lee$Uee�.$�ile 312.AlexantlnO.VA 12314. C�esleifield,M0630fl
nswn»..�v��.�.fm}��m.�n.p�tr.aex.an�w�x:.t.ew...n.�.a��osfail:a�crusc
JOb Trtiss TmssType �ly Piy 3000ACRAFTSMANSTAN�hRD
120516853
13D0306 FGR MONO TRUSS 1 ^
L Job Referenw o �ional
iim�erland Wm�er Company,IneanapoLS,IN 46218 �9250 s Aug 25 20H MiTek Intlus�nes;Inc. Tliu May 23 11.1626 2013�Page 1
ID:Cy7rSi9UKFMw51 PBKCNTay3QOj-mSVg_PeXiR5y8?TpoBVP11hLUZrmsGMx42?yzDe_Z
rb11-0 { 5-9-1 10-]-8
041-4 5-94 440-]
Scale=L23 6
4n9 =
q 3x4 =
4.W iZ
3a5�
3 9
8
�
� I4
1� 11 12 6 13 14 5
3i�' 3x10 I� 5.9 =
, 5"B'� � i4��
ss t 4-t o�
Plate Offsefs IX Y➢ 12'03-5 0-�-101 14'Eda 0.1-141
TOADING(ps20 O SPACING 2-0-0 CSI DEFL in (loc) I/deFl L/d PLATES GRIP
(Roof 5now=20.0) P�ates lncrease 1.15 TC 0.64 Vert(LL) -0.07 2-6 >999 240 MT20 197l�44
TC�� �p,p LumberinUeaSe 1.15 BC 0.86 Vert(TL) -0.18 2E >706 180
BCLL 0.0 Rep Stress Incr NO VJB 0.54 Horz(7L) 0 01 8 n/a n/a
BCDL �p.0 Code IRC2006/TPI2002 (Matri[) Weight921b FT=O%
LUMBER BRAC�NG
TOP CHOR� 2 X 4 SPF No2 TOP CHORD Structural wood s�eathing tlirectly applietl or 59-4 oc purlins, excep[
BOT CHORD 2�X 6 SPF No2 end verticals.
WEBS 2 X 4 SPF No.3'ExcepC BO7 CHOR� Rigitl ceiling tlirectly applied or 10-0-0 oc bracing.
4-5:2 X 4 SPF Na2
OTHERS 2 X 4 SPF No:3
REACTIONS Qb/size) 2=2573/03-8 (min.0-2-0),8=2054IMechanical
Max Horz 2=128(LC 5)
Max Upli(t2=-276(LC 5),8=-228(LC 5)
Max Grav 2=2589(LC 2),8=2t 12(LC 2)
FORCES (Ib)-Max.Comp./M�.Tea-AO forces 250(Ib)or less except when shown.
TOP CHORD 2-3=3974,'333,}9=379p;4-9=370/22,5-7=-t80/2043,4-7=-180/2043
60T CHORD 24D=-379,9733,10-11=379/3733,1�-'12=379/3733,6-12=-3]9/3�33,6-13=379/3733,
�3t4=379/3733,514=379/3733
WEBS 3E=-iW12273.35=3728/394.4-8=2127230 i`��
NOTES (12) �
1)2-ply truss lo be connected togethe�with 10d(0.131"x3")nails as follows' �/y�/����i�
Top chords connectetl as foilows 2 X 4-1 row at 0-9-0 oc. �� � � f ' �
Bottom chortls connecte�as follows:2 X 6�-2 rows at 0.3-0 a.
Webs connectetl as follows:2 X 4-i raw at 0.9-0 oc.
2)All loatls are consideretl equally applietl to all plies,eacepl if noted as fmnt(F)or back(B)face in the LOAD CASE(5)section.Ply lo ply
connections have�been�pmvided to tlistiibute onty loads noted as(F)or(B);unless otherwise indi�ated.
3)Wind ASCE 7-05;90mph;TCDL=6.�psf',BCDL=6Dpsf h=30ft;Cat.II;Exp B',enclosed',GC Eatenor(2)',rantilever left and right exposetl;
entl vertical left and nghtexposeq;Wmber DOL=1.33 plate gnp pOL=1.33 ����tt��������!/��F�
5)Unbalanced snow�l atls�a esb(eep cons tleed�for�t�s deslignxp B;Fully Erp.;Cr1�.1 ``,��+`��EGpN{�,��G,�
6)This tmss has been.tlesignetl for grearer of min roof live loatl of 16.0 psf or 200 times Flat roof load of 20 0 psf on overhangs � • :�('j\STE/�'• �r
non-conwrrent wilh other live loads. � Q. ��".� �
7)This Vuss has been designetl for a 10.0 psf bottom chord live load nomm�cdrrem wiM any other live loads " � N�. 199C04 15 •�, '
B)Refer lo girder(s)fo�truss lo truss wnnections. = —
9)Provitle mechaniral connection(by ot�ers)of Vuss ro bearing plate capa�le of withstantling 100 1b upliftat joinl(s)excepl(jt=1b)2=p76, - � : ' � _
a=228. STATE Of j ¢ '
t0)Hanger(s)or other connection device(s)shall be provitled suff�cient to support wncenUaletl IoaO(s)751 Ib down and 601b up at 0-&�2, � 9''' • lU �
75216 down and 61 Ib up at 2-&�2,7521b down antl 61 10 up at 4-&t2,antl 7521b tlown and 61 Ib up at fi&12,antl 7521h tlown and : q.{.'�.!NO�,pN?r`��" �
61 Ib up at &8-12 on bottom chortl. The tlesigNSelection of such connection tlevice(s)is ihe responsibility of others. �i� �S, "•••• ' ('j� `���
12)I�Sou�them Pine(SPPor SPp)lumber is s�lpedfietl i ihe tles gn v lut s are�lhose effective 6 Ot/2D12eby ALSCior proposed by SPIB. '����ryS��Nki,��,�����
�,�.� es�endam May 23,2013
�WdRNING V jydaynP��� dRF�DNOTESON'fAfSdNDINCLUDEDF4l&IfR�P.R&NC&PdGEPIIl-�473BSPORBUSB. �o
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nppl b'I'�y Itl 'g P �e a Cpr pe ' wpoaf � fco po e 1 po tiltyo�bop gtl g �t tl qner 8oc g hown
Is� I � I ppMOf tl tl I eb b s ly.htltlf I1 po rytr c gto� e � bifryd '�gco t � - �h rep billtyofiM1e
m �w. Ntldt nalp enib c g t�b II I t ' ihe spo bifN f�M1 6lU qC -gnecPorg olg ¢lonce � ���0�
lab c lo q al'�y c f l 1 B ,tle( ery e- c(on ontl M ' g, onsull AN51/IPtl po fily GMMO,OS8-89 anE BC51 6u8Aing ComaponeM N515 N.Outer Forry,Su�e#300
SafetylMwmaNOn vobble�mmimssPl � Instilule.)81'N.L Sf I,Sufe312Akxontlna.VqZ1314. C�esle?ieI4,M06301'!
rcs�re.n m.w imj w�ro.�.,.cac�mred.u}.te.rrn•+�w.�r.�eM.e Qa.<,��..ostoiJ:nu W use
JOD TN55 7NSSTyP2 Q(y PIy 3COOqCRARSMhN$TFNDARp
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I�:Gy1rSi9UKPMw51PBKCNTay30oj-mSVILPeXtIZSydPTpoBVP11hLUZrtnsGMx42?yzDe Z
LOADCASE�S) Standard
1)Snav:Lumber Inoease=l.i5,Plate Increase=1.15
Unifortn Loatls(pl�
Vert:b4=-60,2-5=20
Concentratetl Loads Qb)
vert:io=�si(�ii=-�sz�F�iz=�sz(F)is=�sz(�ia=�sz(F)
�WdRNING�V�d6:gn pmmnctm m�d RGd7)NU7ES ON7AISdND INCLUDFlI hIIlffiCR9'PltGNCEPAGE 997�T4T3 H6FORS IISE.
Design voGtl iq vse onN wi��Nuiek ronneclax.ID'u tlesgn e based only upon parometers i�own,antl'¢bran Indivitlual builtlin8 componeN. ��
App[codiry ol design parame�m antl poper incIXpaotqn ol compOnenl is resp�niltifry o�bui�ng tlevpnM-nol Wss tl0g^ec&ocing s�own
blableralsuppMOfindmtloolwebmembsxonN� Adtlltional�empwoybocinglolnioreslabi5rytlunngconsWC�ion¢IheresponvGl6tyoii�e MiTek"
tveCiV. Atltlitional psrtwnent bodng of�he ovcyall slrvcWre u Ine reip>nsil Tty ol lhe buikling dezignec W general guitlan<e regartling
�abnwtion,quallry mnUal,storaBe,defrvery,cveclion ontl Wacing,consuX ANSIRPII Qwllly CeBMO.OSB�p9 ontl BC519uBElnp ComponeM 1L515 N,Omar Fony,Sulle xJ00
N�e�.�n P�rw�l+�)�w^b�i�a��.p.a�!ea,m.a«I�n v+l�m�..e xM.e.e:aiw�o67oi(]0�13 byAxSL�31�. C�esle?ielO,MO 6301P
JO� TN55 TNSSTYPP Oly PIY 3000ACRARSMANSTAN�AR�
1205M854
13C030G G 6PEQAL 3 1
Job Reference o tional
Lmbetlane Wmber Company,Indianapolis.IN G6219 ]250 s Aug 25 201 t M�Tek Induslnes,Inc:Thu May 23 t 1:t62�2013 Paga 1
ID:Cy?rSi9UKFMw51PBKCfVTay3QOpEf3FiJPGIB[�46BiWJ�2tlaXXIy1aLZPa�pbXOzDe_Y
5-11-8 �6-10-12 i
' s-iia o-iia
Say�� Scale=T35.5
1
8
iaoo i�
3x4 O
2
3x4 ��
3x4 =]
8 4
3
5
2x4 �� 3x10 II
5-01b
5-11 8 �
Pla�e Offsels(X V)' ft035 Edgel.13'0-7-14.0.0-3�
LOADING(ps� SPAqNG 2-0-0 C51 DEFL in poc) I/defl L/d PLATES GRIP
TCLL � 20.0 PlatesJncrease 1.15 TC 045 Vert(LL) -0.06 3-5 >999 240 MT20 iW/144
(ROOfSnow=20.0) Wmberincrease 1.15 BC 0.33 Vert(TL) -0.14 3-5 >501 180
TCDL �40 RepStressincr YES WB 000 Ho2(TL) 0.04 3 n/a Na
BCIL OA CodeIRC2006/TPp002
BCDL 10 0 (Matrix) Weight 40 Ib FT=0%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHOR� Stmdure�wootl sheathing directty applied or 5-11-8 oc purlins, except
BOT CHORD 2 X 4 SPF No 2 entl vertiwls.
WEBS 2 X 4 SPF No.3 BOT CHORO Rigid ceiling tlirecty applieq or 70-0-0 oc bracing.
OTHERS 2 X 4 SPF No.3 MiTek recommentls that Stabilizers anBrequired cross brecing be
SLIDER LeR 2 X B SYP Nnp 3-�7 inslalled during tmss erection,in accortlance with Stabilizer
Installalion gu de
REACTIONS (Ib/size) 3=296/03-6 (mia 0-1-8),7=202/41-8 (min.0-YB)
Max Horz 7=-145(LC 5)
Max Uplift3=-75(LC 5j,7=-74(LC 5)
Max Grav 3=300(LC 3),7=221(LC 3j
FORCES pb)-Max.Comp./Max.Ten.-All Forces p50(Ib)or less ex�ep(when shown.
NOTES (10)
7)W�d:ASCE7-05;90mph;TCDL=6 Opsf;BCDL=6.Opsf;h=3�ft;Cat.II;Eep B;endosed�,GC E#erior(2j',cantilever lek antl rigM exposed;
end vertical left and right exposed;Wmber DOL=tt33 plate grip DOL=t33 ���r(/ yY ' �, ,
2 TCLL ASCE 7-05;�Pf4�.0 sf Flat roof snow;Cate o I I;Ex B',Full Ex Ct=1.1 �
) P ( ) 9 rY P Y P: 1
3)Unbalancetl snow loatls have been consideretl for this design. /T a eT
4)This truss has been tlesigned for greater ofmin roof live load of�6.0 psf or 2.00 times flat roof load of 20.�psf on overhangs "�V 1
nonconcurrent with other live loads. 1 � l
5)This tross has been designed for a 10.0 psf bottom chord live loatl nonconcurrent wilh any other live loatls.
6j Bearing a[joinqs)7 mnsitlers paralfel N grain value�using ANS!/TPt 1 argle to grain£ormula. 8uilding desgrier should vedry capacify o!
beanng surface.
7)Pmvide mechanical connection(by olhers)of Vuss lo bearing plalE at joint(s)7.
8)Provide mechanical connection(by olhere)of Vuss lo bearing plate wpable of wilhstantling 100 ib uplift at joint(s)3,7�. `* '`���A����t,r,/,
9)Waming:Adtlitional permanenl and slabiliry bracing for Vuss system(no[part of�his componenl design)is always requireC. p� >>
t0)If Southern Pine(SP o�SPp)lumber is specified,the design values are those effective O6IOV2�12 by ALSC or pmposetl by SPIB. ,`�J��EG NG��G�,,
:� 1STE�� :
LOAD CASE(5) Standard � �Cy �Q�'•.
;� �'•. ..
= ;� No. 149G0A15 : '
_ . : I e =
% "° � STATEOF � 2 �
a 9Q.c•, .�N04ANP'r�;��.4�
F '
, G ,�.
i�J`'!,/tt�`S,ONA;4E�'\\\`,`
May 23,2013
�WARt&HG V�desg.pmrxmet dRF6DMI'TE&ON77f15dHIJINCLUDFdJh4�KRSFF�&MC&PAGE�ft74TJBSfORfiliS$. �
D B �Itlt N iM1Mi kc � �.ih' tl g�' bo tl M Po Pa t rsx� w tl'�f a tl �d Ib M g po L � �
Appf b'I"ly id g p 1 - tlp pe ' c m r iq I �po n� po 'df�y tb Id�gtl gne ctY d g B cngsM1Own
isi I 1 alsuppotl f d tl I bme ber N� /+dtll' It po ryb c gto' orestablNtl ' gc � fnn's�he p blLtyoithe MiTek"
ectuAtltliLOnolpermonen�GaongotfheoveropsfmcWre-slM1eresponztrlryo�ihebuldngdeignecFOg ealgoidanc egatlinq
fabncahon,qmfiry conVOl sfomge,defivery,erec�ion ontl bracing,consult �AN51/i�ITQualily Crtteria.�50-89 ontl BCSI BuIISng ComponeM t4515 N.Ouler FoM.Sui�e#JOD
Sal¢tylniwmolion vailvblekomimszGlti�elnztitute,)g1N.Lee5freel.SOi�e312,Akxantlna,Vq�31d. C�eslerfield,MOfi309
NiouunemPier.efSR`�lumbw�uspecpledMe�tleegnw)u¢sare�ermee aeci�pSlD]J2Al#byP1.H
JOb Tmss TnissType Qty Ply 3000hCRAFT5MAN5TAN�HRD
rz05>685°
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loh RcfPrc rc(nnfnnal
TimEetlantlWmberCOmpany,InEianapdis,IN66b8 ' Z250sRUg253011�MTeklntluslnes,lnc. TlmMay2311:16282013 Pagei
ID:Cy7rSi9UKFMw51 PBKCMay3�q-jrdG8f�u3U?HiGINbDqPoq6ix9KBJnMZpFZB4qzDe_X
z-iviz I s-iia � - Is-io-izl
.� an-iz 2-iviz �o-iia
3�- Scale=1'.35.9
'
10
moo iz
3x6��
2
3x4-
4a5��
3
3x4 =9
8 45
1f
/ �� 6
4rt= 2x4 I I 3xe I I
24142. 54Y8 �
� 2-11-12 2-11-12
Plate Ofisets(X Y1' 11'0-4-8 Etlael f4'Etloe 0-0-01
LOADMG(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tleFl Ud PLATES GRIP
TCLL 2�0
(ROOf Snow=20.0) Plates Increase 1.15 TC 0.40 Vert(LL) -0.01 6-7 >999 240 MT20 197/144
TCDL 100 Lumberincrease t.75 BC 0.15 VeR(TL) -0.01 6-7 >999 �BO
BCLL 0.� Rep Stress Incr NO WB 0.09 Horz(TL) 0.03 4 n/a n/a
BCDL 100 Code�IRC2006/TPI20�2 (Matrix) Weig�t431b FT=O%
LUMBER BRACING
TOP CHORD 2 X 4�SPF No2 TOP CHORO Strudural wood sheathing directly applietl or S11-e oc purlins, except
BOT CHORD 2 XB SPF Na2 entl verticals.
WEBS 2 X 4 SPF No.3 BOT CHOR� Rigid ceiling direc[ly applied or�0-0-0 oc bracing.
OTHERS 2 X 4 SPF No.3 MiTek recommends that Stabilizers and requi�ed cross bracing be
SLIDER Right 2 X 6 SPF No2 2-0-5 installed during truss erection,in accortlance with Stabilizer
Ins�a latio uid .
REAC710NS Qb/size) 4=354/03-8 (min.0-1-B),9=325/Mechanical
Max Horz 9=158(LC 5)
Max Uplik4=19(LC 5),9=106(LC 5)
Max Grav4=358(LC 3),9=343(LC3)
FORCES (Ib)-Max_Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 7-8=-77269„1-8=-77/269,23=-266/0,3-0=332/0
VJEBS Y9=344/706
NOTES (11) ,����� ��
�)Wnd ASCE 7-�5;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30k;Cat.II;Exp B;.endosetl',GC Eaterior(2);canlilever left and right exposed-,
end vertical letl and right exposetl;Lumber DOL=1 33 plate grip DOL=1.33
2)TCLL:ASCE 7-05,Pf=20.0 pst(flat roof.snow);Category II;Exp.B;Fully Exp.;-Ct=tt
3)Unbalanced snow loads have been consitleretl for this tleslgn.
4)This truss has been designed tor greater of min roof live loatl of�6 0 psf or 200 times flat roof load of 20.0 ps(on overhangs
nonconcurmnt with olher live loads.
5)This truss has�been tlesignetl for a��0.0 psf boHOm chord live load nonconcurrent with any other live loads.
6)Refer to girder(s)for truss to imss wnnections.
7)Proutle mechanical connection(by others)of Iruss to bearing plate capable of withstanding 1001b.uplift at joint(s)4 except jt=ib)9=1�6. ,* ��pG�N+G/�f .,
8)Hanger(s)or other conneclion device(s)shall be pmvitled suffcient to support concentraled load(s)182 Ib down antl 371b up at 2-1-6 on �p !��
botlom chord. The tlesign/selection of such connectiomdevice(s)is the responsibility af olhers. �� �E (� /�
9)Waming:Additional permanenl antl stabilitybracing for.truss system(not part of lhis componenl design)is always�equiretl. `� �' •• • G ���
1�)In Ihe LOAD.CASE(Spsection,loatls applietl to the face of�the Wss are noted as fronl(F)or back(B). ..Pf`G�STER�O. •
11)If Southem Pine(SP orSPp)lumber is specifed,lhe design values are ihose eRective Ofi/01/2012 by ALSC or proposetl by SPIB.. �
— % -No. 199C6475 ; —
LOAD CASE(5) Stantlard = _
1)Sno.v:Wmber Increase=1.15,Pla[e Increase=tt5 =' • t f • _
Uniform Loads(pl� � �';. STATE OF .;'�2' �
vere�-5=so.a�=za �. �.o�':�NDiANP�"' �4' �
Concentrated Loads Q6) f �. .,,,, , ,. � ���`
Vert't 1=-182I8) /i'(l���SS,lON�A«��ta`\\••
May 23,2013
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�e g ftll roseo ly t�Mlekco eclors.iNStlesg�' ba tl nquponpoa e�erss� n antl-sbra d �tl ID 'Idingromponenl
App�codl'tyoldezig po �ersandpoparincorporo�ano�componen�lsresponslblll�y fbuldn9tles9^e no��mssdagner�8mcn8zM1Own
biorb�emizupponolindi��tluoiwebmembersonN� Addtio�al�empcmryaacine�o�inrvres�abirtyaunngbonsiNCtio�ismeresponsidlliryonhe �q�Tek'
ector_Ntldi�ional permonent baGng ot I�e overall sVUCWre Is ihe responslbifity oi iM1e building tlesk3nec For general guidance regardng .
fabncalion,quall�y�wnirol storage,tlellvery.�erection 6nd brocing,mnsull AN51/iYll pwfity Crderia.DSB-B9 ond BUI BvOtling Compone�A 1E515 N.Outer FoM1y,Suile#300
SofeN���wmation availdble�mmimbPlolelnitpule,-J81'N.LeeStreetSUile312 Al�ontlna Vq2231d_ ChesleTeld,MO630P
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Job Tmss Tmss�Type pty Ply 30DOACRAFTSMANSTAN�ARD
120516856
130030fi H JACK 1 1
� b Reference(o fona0
Timbetlantl W mber Company,Intlianapolis,IN 46P8 �p5p s Aug 25 2011 MRek Intlusines,Inc. Tbu May 23 11'1fi 29 2013 Page 1
ID:Cy7rSi9UKFMw51 PBKCNTay3Qoj-B1 B?L?RWqo]BJPta9xLu72FyRZiq2F2i2vlicGzDe_W
-o.iia � za-s �
o-i7-0 za-s
Scale:3/4"=1'
4
8� ��3x4 i
3
2
o '
d
5
2xe II
2<-5
2-0-5
Pla�e Offsets(X Y7' f2'0.1-12 0-4121
LOADING(ps� SPACING 2-0.0 C51 �EFL in (loc) IPoefl Ud PLATES GRIP
TCLL 20.� plates Increase 1.15 TC 0.10 Vert(LL) -0DO 2-5 >999 240 MT20 197lt44
(Roof Snov.=20.�) Lumber Increase t.15 BC 0.06 VertQL) -0.00 2-5 >999 180
TCDL 10.0 RepStressJncr VES VJB Q�0 Horz(TL) -o.00 4 n/a n/a
BCLL Q� CodeIRC2�06/iP12002 (Matrlx) Weight:101b FT=O%
BCDL 10.0
WMBER� BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORD StruGUral wood sheathing directlyapplied or 2-4-5 oc putlins.
BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2 X 6 SPF No2 1-&1 MiTek recommends lhatStabilizers and required voss bracing be
installed tluring lruss erectioq in accordance with Slabllizer
�Sallation u a
REACTIONS (Ib/size) 4=54IMechanical,2=157/0-&B (min.0.1-8�,5=231Mechanical
Max.Horz 2=7t(LC 5)
Max UpIiR4=-52(LC 5),2=18(LC 5)
Max Grav4=54(LC 1),2=159(LC 6),5=46(LC 4) .
FORCES (Ib)-Max.Comp/Ma�c.Ten.-All forces 250(Ib)or less excep[when shown.
NOTES (9)
1)Wnd:ASCE Z O5;90mph�,TCDL=6.Opsf;BCDL=6Dpsf;h=30(t;CaL II;6cp B;encloseQ�GC Enerior(2);cantilever left antl right exposetl;
end vertical left and nght exposeG;Lumber DOL=1.33 plate gdp DOL=1.33
2)TCLL'.ASCE 7-05',Pf=20D psf(Flat roof snow);Category I I;Exp B;Fully Exp.;Ct=1.1 �� '` I � `
3)Unbalancetl snow loads have.been consitlered for lhis tlesign. �
4)This Vuss has been�tlesigned for grealer of min roof live loatl of�6.0 psf or 2.00 lime5 Flat roo(loatl of 2�.0 psf on overhangs ( n n
non-concurrenlwilhotherliveloatls. y /�/�
5)This truss has been designed for.a 10.0 psf botlom chortl live load nonconcurtent with any ottier live loads.
6)Refer to girder(s)fo�truss to truss con�ections.
7)Provide mecfianical connection(by olhers)of tmss to beanng pla�e rapable of withstanding 100 Ib uplift at joinl(s)4,2.
8)Waming'.Atltlitional pertnanent antl stabiliry bracing(or truss syslem(not part ot[his component design)is atways requiretl.
9)If Southem Pine(SP or SPp)lumbecis specified,lhe tlesign vaWes are lhose effeclive O6/01/2012 by ALSC or pmposetl by SPIB.
LOAD CASE(S) S�andard �������G�AN�`������
: ' P�G\ST�q�o, �
` J� No. 144COA 15 •; '
— • e =
% "� �� STATE OF %� Q :
�'�p�.c�':��UDIANP::'\���:�
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(����i�SS,��NAt���Cat���`
May 23,2013
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�esg !tl� eo N �hMlekc 1 ihisdesg ' �o etlo ly p po ml o tl' t ro d tl Ib '13 g po enl.
AppIC bT�y Idoslg p 1 antlp pe �ppr � �GOmpo � BSpon_dl'�yofbUllQ gtl gne �� tl Sg �& gSM1Own . ��
er dor nddtonalpeimanenidaa e � N- Atldto n poo M ' gto'nsur i bnyd nnpc wcf in po .bliryoime MiTek'
is i I t oi s pport � tl tl i b
ngoiReovemllst cNre-stherezponstiltyofibeboldngtlesgnecFOgenemlgodanc garaing
�ahncaLOn,quoliry con�ml tloroge,tlefvery,eredlon and brocinq,mnsutl ANSI/IPI�QuaGty CrXMa,DSB-B9 antl BCiI Bupdng ComponeM 1<515 N.ONer Foity,Suile Y300
HSOV�s}em Pn�ee(Sp mmbeb.�is�pec�ee,m<�Ceajitute:JBl h.Lee Sheet,Sui1e 31$-qlexandna.VA 22314. Ches�erfielq M06301)
1 mr.iu.=.,.<xe,�.e<xa�x,..oslailzeianuse
Jo� Tmss TNSSType piy Ply 300�hCRqF�5MAN5TArvDhRD
1205]685]
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( IoM1 Rcfcr rP(on�onal)
Timbe�tand W m�er Company.Intlianapolis,IN 46218 Z250 s Fug 25 20t 1 MiTeh Induslnes,Inc. TM1u May 2311]630 2013 Page 1
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r -041d I 4-11E I
0-01-0 d-01-8
2x4 I I Scale=124]
4
B.W 12 6
3x4�
3
ri
� z
1 �
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2x4 II
2xe II
I
Plate Offsets IX Y): f?0.1-12 0-0.121
LOP.DING{ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tleFl L/d PLATES GRIP
TCLL 20.0 plateslncrease 1.15 TC 0.38 Vert(LL) -0.�3 2-5 >999 240 MT20 �97/�44
(RooFSnow=20.0) Wmberincrease 1.15 BC 025 Vert(TL) -0.08 2-5 >718 180
TCDL 10.0 Rep Stress Incr YES WB 000 Hoa(TL) 0.00 5 n/a n/a
BCLL 0.0 Code IRC2006/iPI2002
BCDL 10.0 (Matrix) Weigh[231b FT=O%
LUMBER BRACING
TOP�CHORD 2X4�SPFNO2 TOPCHORO SWC[uralwoodsheathingdirectlyappliedor411-eocpwlins, except
BOT CHORD 2 X 4 SPF Nn2 entl vertiwls.
WEBS 2 X 4 SPF No3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
SLIDEP Left 2 X 6 SPF No2 2-1 Li3 � MiTek recommentls that Stabilizers and required cross brecing be
insialletl tluring tmss erection,in accortlance with Stabllizer
lnstallation uide_
REAC710NS Qb/size) 2=254/0.3-8 (min.04-8),5=187/b�-8 (min.0-L8)
Max Horz 2=8(LC 5)
Max Uplift2=-59(LC 5),5-25(LC 5j
Max Grav 2=257(LC 2),5=202(LC 2)
FORCES (Ib)-Max.Comp./Mac.Ten.-All forces 250(ib)or less except when shown.
NOTES (10)
i)Wind'.ASCE 7-05;90mph;TCDL=6 Opsf;BCDL=6.�psf;�=30fl;CaL II;Eep B;enclosed;GC Ea4erior(2);rantilever�efl antl nghl exposed;
end vertical left and right exposed;Lumber DOL=1.33'pla�e gnp DOL=1.33 ���� V / /`
ti
2)TCLL'.ASCE 7-�5;Pf=20.0 psf(flal rooESnow);Category II;Exp&Fully Exp.;Ct=1.1
3)Unbalancetl snow loads have been consideretl for this tlesign.
4)This truss has been tlesigned for greater of min roof live load of 16.0 psf or 2.00times flat roof loetl of 20 0 psf on overhan9s
non-concurrent with oNer live loatls.
5)This Wss has been tlesignedfor a 1�D�psf bottom cho�d live loatl nonconcuRenl with any other live loads.
6)Bearing at joint(s)5 considers parallel lo grain value using ANSIRPI 1 angle to grain formula. Building designer shoultl verify capacity of
beanng surtace. '
7)Provitle mechanical connection(by others)of truss to beanng plate at join[(s)5.
e)Provide mechanical connedion(by others)of truss tobearing plate rapable of withstanding 1�O lb upiitt atjoint(s)2,5. `* �����ANG��j b
9)Waming:Addilional permanent and stability bracing for tmss system(not part of thiscomponeN design)is always required. ��� !��
10)If Southem Pine(SP or SPp)lumber is specified,the design values are those eRective O6/0120t2 by ALSC or proposed by SPl6. `,`�� +JE ��G /��'
LOAD CASE(S) Standard Q ..��('j\STER�O". "
— ? No, 794CU'A15 �; —
� . • _
� '� �� STATE OF � � �
'�9�.c�'.�MD bANQ;.•`���`'�:
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May 23,2013
�wenwrJC v�,.l*�a�t9n pmv,net aksan tio78s ori rurserm rrrcGUnso mns�cRFFr,rtaNe&rec&Par-�ara esYOns uss. ��.
D g Itlf eo N �hMl.k o ci ip tl sg - baetl N p p o elerssh d- � �an tl 'o Ib 'Idl qc ponen�
Appi tilty f duig p t�rs nd pr pe rpor f f �pone I' po [Nfty ol b Itl g d 'gn t t tles8 -& cng fiown
ere_brACdl�oalpertnanenlbacngo���eovamllsim�Wres�fie�ponibT�yo��heboldngdeignec�w�9enemlgoltlonceregorl�'�I'�o'f�e ����
fatnmiion,quaGty cor�VO4 siomge,delivery.erec�ion and Gabing,consull AN51/IPI1 pvolXy CrMeno.OSB-09 antl BCSI Bo�Snp ComponeM 145t5 N.0u�er FoM,SWte tt300
Solelylnlwmofion�dvailablefromimzzPla�elnslilWe.JBIN.Lee9�eel,SUi�e312Alexantlna,VA2231d. C�eslerfielE,M06301] �
ns�m..,�o-t�.{so)�...,e�:�.w�r�.e.e..a�ssc„+�w�.c....nau re:a;.�e ostoif:oi3 w�isc
JOb T�u55 TNSSTyp2 p[y Ply 3000ACftAFfSMHNSTAN�ARD
12�5�6850
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Tm�etland W mber Company,Intlianapolis.IN 06218 ]250 s Auq 25 ZOt iMiTek Industres.Ina TTU May 2311]632 2013 Paqe i
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-i'a-0 I zaa I
1-3A 2-1A
Scale=1'.1 ZB
3
ID.00 12
2z8 II
2
1
4
5 2x4 II
zia l
z-�a
LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/deFl L/tl PLATES GRIP
�TCLL 20.� plates lncrease 1.15 TC 0.26 Vert(LL) 0.00 4-5 >999 240 MT20 197/'144
(RoofSnovr-20.0) Lumbeflncrease 1.75 BC 0.09 Vert(7L) -0.00 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.Oi 3 n/a nla
BCLL 0.0 Code IRC2006/TPI2002
BCDL 10.0 (MaViz) Weightelb FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No2 TOP CHORC Stmc[ural wood sheathing directly applied or 2-1-4 oc purlins, excep�
BOT CHORD 2 X 4 SPF Na2 end verticals.
WEBS 2 X 4 SPF No.3 BOT CHOR� Rigid ceiling direc[ly applied or 10-0-0 oc bracing.
MITek recommends that Slabilizers and requiretl cross bracing be
installetl.tlunng truss erection,in accordance with Slabilizer
Installafon ou de
REAGTIONS Q6/size) 5=191/03-8 (min.0-1-8),3=29/Mechanical,4=12/Mechaniwl
Max Horz 5=138(LC 5)
Max UpliftS=-19(LC 5),3=39(LC 5),4=�2(LC 5)
Max Grav 5=233(LC 6),3=29(LC i),4=33(LC 4)
FORCES (Ib)-Mzu.Comp./Max.Ten.-All(orces 250 Qb)or less except when�shown.
NOTES (9)
1)Wntl:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf h=30k;Cat II;Exp.O;enclosed',GC Ex�erior(2)',ran�ilever left and right exposed;
end vertical left and rigM exposed;Wmber DOL=1.33 plate grip DOL=133
2)TCL�:ASCE 7-05;Pf=20.0 psf(Flat roof snow);Calegory II;Ezp B;Fully Exp.;C1=1.1 �� ' �
3}Unbalancetl snow(oatls have been consitlered(or this design. �
4)This Vuss has been tlesignetl for greater of min roof live load of 16.0 psf or 200 times flat roof loatl of 20.0 psf on overhangs � (�^n
nonconcurten�with other live loatls.
5)This lmss has been designed for a 10 0 psf bottom c�ortl live loatl nonwnwrrent wilh any other live loads.
6)Reter[o girder(s)for trvss to truss wnnections.
7)Provide mechanical connec[ion(by others)of truss to bearing plate capable oF withstanding 100 Ib uplifl atjoint(s)5,3,4.
e)Warning:Atltlitional permanent and s[ability 6racing for truss system(not part of lhis wmponent tlesign)is always required.
9)If Southern Pine{SP or SPp)lumber is specifieQ the design values are those eHec[ive O6/01/2012 by ALSC or proposed by SPIB.
LOAD CASE�S) Stantlartl \`o,`,*�J��'ANG<fG ,''''
•.P�G�S7Eq�..
- J No.�149C0415 •�; -
a . • _
; '� �� STATE OF � C �
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eciw.nd�rorioipermo�eiteracingoiineoverauztocwre'zmeresoonseityonhetioid gtlasgner.FOg emigwdance 9 �n9 MiTek'
fobom�lon.quaply rontro6 storoge,tleLVery,erectlon antl brocing,coravA ANSIRPII Qmfly CeXeria.�5B-89 ontl BGSI BoPding ComponeM �q515 N Oo�arFOM.Suile N300
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HSOV�Y�eirt Pirte 15p)lumW�ixµ�cN�t4[Fe.aev[n witm afe�tNp��eRecHVe�66(Dif3➢13 tryAtSC
JO� TN55 TNSSTyp¢ pfy Ply 3000ACRARSMANSTANDARD
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'Tmbedantl Wm�er Company,Indanapols,IN 96218 �250 s Fug 2510t 1 MiTeh InEUSVies,Inc T�u May 23 H'.1632 2013 Page 1
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1b-0 b5-00 3-53
Scale=125J
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3x10 II 2x4 II 3xB °
25-00 5-10-13
2-5-�0 � 3-53 �
Plate OHSeIS IX Y)- �7-0-24�-0-i1
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tlefl Lld PLATES GRIP
TCLL 20.0
(RoofSnow=20.0) Plateslncrease t15 TC 030 Vert(LL) -�.00 6-7 >999 240 MT20 197/144
TCDL 10.� Lumber lncrease t.15 BC 0.13 Vert(TL) -OA� 6-7 >999 180
BCLL 0�.0 RepStressJncr NO 'WB 009 Horz(TL) 0.00 6 n/a n/a
.BWL 10.0 Code IRC2006/TPI2002 (Matrix) - Weight:341b FT=O%
LUMBER BRAqNG
TOP CHORD 2 X 4�SPF No 2 TOP CHORD Struc[ural wood sheathing directly applietl or 510.13 oc pudins, except
BOT CMORD 2 X 4 SPF No2 end vertitals.
WEBS 2 X 4 SPF No3'ExcepC BOT CHORD Rigid ceiling tlirectly applied or 10.0-0 oc bracing.
5�'2 X 6 SPF No2 MiTek recommends�that Stabilizers and requiretl cross bracing be
SLIDER Left 2 X B SYP No 2 1-10-3 installed tlunng truss ereclioq in accordance wi(h Stabilizer
Inslallation gu tle
REAGTIONS (Ib/size) 2=36610.3-8 (min.0-1-8),6=455/0-�-8 (min.0-1-5)
Max Hoa 2=8(LC 5)
Max Uplik2=-102(LC 5),6=-64(LC 5)
Max Grav 2=372(LC 2),6=480(LC 2)
FORCES (Ih)-Max.Comp./MZC.Ten.-All forces 25�(Ib)or less excep�when shown.
TOP CHORD 2-3=338/40,3-0=-27V56,5-6=307l36
WEBS 4-6=25tl72
NOTES (12) ������ ��_
1)Wirnt:ASCE 7-05;90mph;7CDL=6.Opsf;BCDL=6.Opsf;h=30k;Cat.II;6cp B;encbsed;GC Exterior(2);canlilever left and right exposetl;
entl vertiral left and right exposeQ Wmber DOL=133 plate gnp DOL=133
2)TCLL ASCE 7-05;PI=20.0 psf(flat root snow);Category II;.Exp&Fully Exp.;CP1.1
3)Unbalancetl snow loads have beedconsitleretl�for�[his tlesign.
4)Tbis huss has been tlesigned for grealer oF min roof live load of 16.�psf.or 2.00 times Flat roof loatl of 20.0 psf on overhangs
norvconcurrent with other live loads.
5)This Vuss has been tlesigned tor a t0.o psf bottom c�ortl live Icad nonconcorrent with any o�her live IoaBs.
6)Bearing atjoint(s)6 mnsitlers parallel to grain value using ANSI(iPi i angle to grain formula. Building designer shoultl veriry capaciry of
beanngsurtace. ` „t���aN�t�+
7)Prooide mecfianical connection(by olhers)o6lmss to bearing pla�e atjoinqs)6. ;���� � �4��
e)Provitle mecFianical connection(by olhers)of truss to bearing plale capable of wlthstantling 1 W Jb uplift aljoint(s)6 except Qt=1b)2=102 `\�� �ilE.. ��(f� ���/
9)Hanger(s)or other connectfon tlevice(s)shall be provltletl suffcient to support concentrated load(s)2021b tlown and 251b up at 5-&i on
top chortl,and SS lb downand 161C up at 2-9-9,and 19Ab tlown and 14 Ib up at 3-5-6 on bottom chord. The tlesign/selection of such �'�G�STER�c'•
mnnection device(s)is the responsi6ility of others. = P O�; �
10)W3ming:Atlditional permanent antl stabiliry bracing for tmss system(not part oF Ihis wmponenl design)is always required. — NO. 7 99G0-0 7 5 ; �
11)In the LOAD CASE(S)sectioq loatls applied lo�he face of ihe truss are noled as front(P)or back(B). _ _
12)If Southem Pine(SP or SPp)lumber is specifieQ t�e tlesign values are lhose eRectiveA6/O V2012 by ALSC or p�oposetl by SPIB. ❑ • : : • �
LOAO CASE�S) Standard ' q ♦' STATE OF ,' ¢' �
�%�'�.c'':!!VDIANP:' �``�'`
1)Snow:Wmber Increase=l.i5,Plale Increase=1.15 i� � .. •• \� ,�
UniformVert:2(6I�2q L5=80 ('��/J�SS��NAi 1������``
May 23,2013
Conlinued on a e 2
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nx e,e-�,o;,,eim}��maa*;..a«e,ea.m.de,.,z,,.aw.,.,,<.mauea�c;�ostovf�oia�+rnc.0 enes�eKeie,mosaoiz
JOb Tmss TmssTyp¢ Q�y Ply 3000ACRA�SMANSTANDARD
12a5]6859
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Job Reference(ool onab
�Timbetlantl W m�er Company,Intlianapolis,IN 462tB J 250 s Aug 25 201 t MiTek Intlusines,Inc. Thu May 23 11:1632 20t3 Page 2
ID:Cy]r$i9UKFMw51 PBKcfVTay3poj-tics8_7 T07jVW�c9q3vbIgHPVmiLF�TektXMDbzDe_T
LOAD CASE(S) Stantlard
Concenlratetl Loads(Ib)
Vert:5=202(F)E=-55(�9=-19(B)
�WdRHIt7G Vmfyd pmvmeten dftEApFXJTESONTHISANDINCLUpIDMtY�fRFFERP.NC2PdGEB7777493E5FORPUSf3. �. .�ry�
De g Itll N �,MT k ecl ih'stlesg - bo etl ry po p terssM1 tl I ra tl d Ib Id g po nL p�
APPI atil'N Idesig p - te �ntlp pe c rporaf �Ic p t po bl'tY Ib Itl' 9de 9n tl tl� 9 B 9 hown �
isl Im I uppon f tl tl I e emb H. Atlaf nemFwr ryN c 6� sur tatifrya ' 9c f t slh r po tinty.oitne MiTek'
erecbr AtlalLOnalpertnorenidacingoltneovaallslucNreotheresponsblryo�iFeb�ld gtleignecFwqeneralg�'danc reBOrd�ng
IaMCa�ion:quafiry wntmi sbrage,tlelivery,erection and brocing,consull ANSIRPp Qea�h��MM¢p5B-99 ontl B61 BuXtling ComponeM 10515 N:Outer Po ,Suile#300
HSCVmnl�rmaliot�}IUmW�InwecKee,P�ryeeqcafpiyiw8sarrExewa e9a�cvv<o35loi/]013yn43C�14- CM1eslerfiem,M063011
- Job T�uss TmssType pty Piy aooCACRAFT5MAN5TANOhRD
p09B860
13003D6 Vt VALLEY 1 1
o�Reference o �ional
Tm�erlan0 Wm�er Company,Intlianapolis,IN J6218 ]250 s Aug 25 201 i MiTek Intlusines,Inc Thu May 23 11.ifi33 2013 Page 1
ID:Cy]r519UKFMw51 PBKcNTay30oj-3oOVJBNUI u1 tlaolALOn�qluqX6A?!_321z%Gv12zDe_S
5-L13
51 3 �
2x4 II Scale:l"=1'
2
4.00 12
4
1
� � y V� :,/�
x' k
3
2x4% 2xa II
5113
5-1-03
LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) Vtlefl Utl PLATES GRIP
TCLL ffi0 plateslncrease� 1.t5 TC 0.50 Vert(LL) n/a - n/a 999 MT20 t97/�44
(ROOf Snow=20.0) Lumber Increase 1.t5 BC 0.32 Vert(TL) n/a - n/a 999
TCDL 10.0 Rep Slress Incr YES VJB 0.00 Horz(TL) 0:00 3 n/a n/a
BCLL 0.0 Code IRC2006lfPI2002
BCDL 10.0 (Matrix) Weight�2lb FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.3 TOP CHORD Structural wood sheathing directly applied or 5�-13 oc purlins, except
BOT CHORD 2 X 4 SPF No.3 end verticals.
WEBS 2 X 4 SPF No.3 BOT CHORD Rigid ceiling diredfy applied or 10.0-0 oc bracing.
MiTek recommends that Stabllizers and requiretl cross bracing be
inslalletl tluring truss erection,in accordance wilh Stabilizer
nsaalo 'tl
REACTIONS Qb/siie) 1=�64/5-1-13 (min.0.be),3=164/5-1-13 (min.0-LB)
Max Horz 1=20(LC 5)
Max Upliftl=-02(LC 5),3�9(LC 5)
Max Grav 1=165(LC 2),3=t68(LC 2)
FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250 Qb)or less except when shown.
NOTES (8)
1)Wind:ASCE 7-05;90mph;TCDL=6.Ops(BCDL=6.Opsf h=30ft;Cat.II;Ezp B;enclosed;GC E�erior(2);cantilever lefl and right exposed;
end vertiwl left and right exposed;Lumber DOL=1.33 plate gnp DOL=t33
2)TCLL:ASCE 7-05;PF20.0 psf(Flal roof snav);Calegory II;Exp 8;Fully Exp.;Ct=tt t ,
3)Unbalanced snow loads have been considered/or.this design. �t �
4)Gable requires continuous bottom choN bearing. ^�
5)This.VUSS has been designetl for a 10.0 psf bottom chord live loatl nonwnwrrent with any other live loads.. ��j�
6)Pmvitle mechanical wnnec[ion(by olhers)of tmss.[o bearing plate capable of withstantlin9 700 Ib uplik at joint(s)1,3. �
7)Waming:.ptltlitional permanent antl stability bracing for tmss system(nol part of this component tlesign)is always required.
8)If Sou�hem Pine(SP or SPp)lumber is sperifed,the tlesign values are lhose effecHVe O6/O V2012 by AI.SC or pmposetl by SPIB.
LOADCASE�S) Standard
`�������EGANG Llj����i
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o:
_ .: .NO. 14`?G-0415 ': _
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May 23,2013
Qwerzarrxc-v��.�P��t��aneen�lrsoxrurs�rmrrrcLUnsoturnrc�rnraucsracE�r��areenraxsuss. --
Deq fd� ruse ly �hMiko ecto .iF'stlesB �� NP P � rssM1 notlsl a ' tl 'tl I� Idg po L � �
Appl tifty Itles[q paame�ars tlp pe �por 1 ot� po � esp0 bYiry fb Id gtl gn iJ tl �q e-BOC g hown
e'eciweAddPOnal�permaneh�Ibaangol heovemllsV c�t 2i�he�po zbltyol�iM1ebukJny�desgner9w�generalgudanceregartlip9 oflhe M�Tek`
�abnca�lon,qualify mnhol,stomqe,tlelivery.e ection dnd tiiocing,consull ANSIpPII puafHy GRetlo.OSB-B9 antl BC51 BuOdng ComponeM tC5t5 N.ONer Fotly,Suile P300
N��Iniw p�t�'`�Ia�ble5lrom I�rvs�x P�ealHSfif�te,JBi.N.�¢e 54ee1.Sui�e 312.Akxantlnc.VA 2231 a_ CM1es�erBe10,MO 630t]
� vKK mmn:<s,..<np�..ea:�e�..�osfai/soiaww:x
JOb iN55 7NSSType Q�y ply 3000hCRHFT5MHN5THNDARD
1205)6061
13003W ✓2 VALLEY � �
Job Reference(ootional)
Timbe�and W m0er Company,InGianapolis,IN J62i8 ]25�s Aug 25 201 t MiTeh InOUStres,Inc. TTU May 23 11]6:34 20t3 Page 1
ID:CyirSi9UKPMw51P8KCMay30oj-X?_uPjVffKIRQBI�Ux3q5MIKaOGjViRBBOTHUZDe R
5.9-8 � 11-]-0 � -
S9-B 5-9 8
qx5= Scale=1'30.6
3
g io
i000 �z
z.a II
azxa II
2
5
1
v
3x4 �i g � 6 3x4 O
2x4 II zx4 II 2x4 II
i i-i o
i��u
TCADING(psZOO SPACWG z-o-o CSI DEFL in (loc) I/deFl L/tl PLATES GRIP
(ROOf Snovr-2�.0) Plates lncrease 1.15 TC Q28 Vert(LL) n/a - Na 999 MT20 197/14q
TCDL 10.� Lumberincrease 1.15 BC 0.17 Vert(TL) nla - n/a 999
BCLL 0.0 Rep Slress Incr YES VJB 0.08 Horz(TL) OA� 5 nla n/a
BCD� �p0 CodeIRC2�06/TPI2002 (Matrixj Weight361b FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.3 TOP CHORD SWCtural wood shealhing tlirectly applied or&�-0ocpurlins.
BOT CHORD 2 X 4 SPF No.3 BOT CHORD Rigid ceiiing direcHy applietl or 10.0-0 oc bracing.
OTHERS 2 X 4 SPF No.3 MiTek recommends lhat Stabilizers antl required uoss brecing be l
installe0 during Wss erection,in accordance with Slabiiizer I
Installalion quitle.
REACTIONS Alibearings�1-7-0.
(Ib)- Max Uplift All upllft 1001b or less at joint(s)8,8
Max Grav All reaciions 2501b or less aljoinqs)1,5 excepV=266(LC 1),8=278(LC 2),6=278(LC 3)
FORCES Qb)-Max.Comp./Mae.Ten.-All fomes 250(Ib)or less except when�shown.
NOTE$ (g)
1)Wnd:ASCE 7-05�,90mph;TCDL=6.Opsf;BCDL=6.�psf;h=30ft;�CaL II;Exp 8;enclosed;C-C E#erior(2);cantilever lek and right exposetl;
entl vertiral left antl right exposeQ W mber DOL=1 33 plate gnp DOL=t33
2)TCLL ASCE 7-DS;.Pf=20.0 psf(Flat roof snow);Category II;Exp B;Fully Exp.;C[=t.i
3)Unbalancetl snow loatls have been considered for this design. �
4)Gable requires conLnuovs botlom chord bearing�. ���' 1 '
5)This truss has been designed for a 10 0 psf botlom chordAive loatl nonconcurrenl with any other live loads. ' `-
6)Provide mechanical connection(by others)of truss to beanng plate capable of wilhstanding 100 Ib uplift atjoint(s)B,6. tf t� V f
7)Waming Atlditional permanent and stability bracing(or hvss system(not part of this component tlesign)isalways requiretl. l
8)If Soulhem Pine(SP or SPp)�lumber is specifed,the tlesign values are those effec[ive 06/O V2012 by ALSC or proposed by SPIB.
LOAD CASE(S) Standard
```������U�GAN������
:� � 'G\STEq.
:'Q-� `r0': �
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w%p�.c�'.�/VOYAt�A:'���'�.
!'/���/��s��N A i'E��1>>\``�
May 23,2013
�WdRXtNfi-Vrnfydc�gnpmvmet undREBDIR}TESONTTifSdNDLNCLVDEUNpSBpfRg�gR&p1C PdGEAR774T3BSF4R&VSB. ��
�e g !tli o ry iM1M11 k tl iFi d iq ba d lyupo p a et sh n d- i- on d tl Ib 1�g po enL � �
APPf ti�ly fd 9 P 1. ..dpr pe cwp at �t po ert s po biftYOtb Id gtl 'g no�� d 9 B� 9shown
¢lo I � I pp rtot tl C I- bme bers nly_Adtlf -Itempw ryM cng� ure � bl'Ndu�B a � ct �ziharespo �-bllftyolihe ��I��
e t qtldf' Ip Itro�' gotiheovemlls�rodure-st�eresponsbl�yol�hebulld gtl slgnecFwg eolq idance egoQ g
labnmfon,qualN mnhol,slomqe,delrvery,ereclion and Wocing,consoV ANSI/TPII puaGty CMeria.D59�89 anC 661 B ltling CemponeM iq515 N.Omer FoM,���e#300
So/etylniwmvlion vailablehomimzsPlalelnstiNte.JBIRLee9reetSUi�e312:Akxantln4Vq�4231<. CM1ereKiel0,M06301]
xsww<.�oi.,r txn{wmec,�..v.�;rrea m.s�.;m�n.�.�..��on.�.a�aslail:o�a w.usc
70b Tm55 TmsSTyp¢ Q�y Ply 0pppqCRAFT5MAN5TFNDARO
ROS)68fi2
13003W V3 VALLEY � �
bR ( f f Il
Timcerum Lumber Conpany,InCianapdis,IN 46218 ]25U s Aug 25 20H MTek Intlmines,Inc. Thu May 23 1 t16351013 Page 1
ID:Cy7rSi9UKFMw51 PBKcMay3�oj-?BYGc3VVHPe�l1 KKkVBSINJwOZhnSyXO�rfOpweDe_Q
� q���Z � 9"z'� i
d-]-2 4-]-2
dx5 = Scale=1'25]
2
5 6
i000 iz
a
i
2�.E�i 2xa I I z"a��
s-zr
9-2� �
LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) I/defl Ud PLATES GRIP
TCLL Z�.O pla[es Inaease 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snav=20.0) Lumber Increase 1.15 BC 028 Vert(TL) n/a - n/a 999
TCDL 10.0 Rep Slress incr YES WB 0.06 Horz(TL) 0.00 3 n/a Na
BCLL 0.0 CotleIRC2006/TPI2002 (Matnx) Weight271b FT=O%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.3 TOP CHORD Structural wocd sheathing directly applied or 60-0 oc pudins.
BOT CHORD 2 X 4 SPF No.3 BOT CHORD Rigid ceiling tlirectty applied or 10.0-0 oc Eracing.
OTHERS 2 X 4 SPF No.3 MiTek recommentls that Stabilizers antl required cross bracing be
IfI5I3112d dUflOg 1N55 EIEG600,10 2('LOf(12pCE with SldbillZEf
Installation uide.
REACTIONS (Ib/size) 1=168/&2-4 (min.0-1-8),3=168/9-2-0 (min.0-1-6),4=3 3 519-2-4 (min.0-1-8)
Maz Upliftl=-26(LC 5),3=26(LC 5),a=-i5(LC 5)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES (e)
t)Wind�.ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30Ft;Cat II;Ezp B;enclosed;GC E�erior(2);cantilever left antl nght exposetl;
end vertical left and righl exposed;Wmber DOL=1 33 plate gnp DOL=133
2)TCLL:ASCE 7-05;Pf=20.0 psf(Flat roof snow);Category II;Exp B;Fulty Exp:,Ct=1.1
3)Unbalanced snow loads have beem m�sidered for this design.
4)Gable requires continuous bottom choN bearing.
5)This truss has been tlesignetl for a 10.0 psf bottom chortl live loatl nonconcurrent wilh any olher live loads. y
6)Provitle mechaniql connecdon(by others)of Vuss ro beanng plafe capable of withstantling i 00 Ib uplift at joint(s)t,3,4. �1II� I .
7)Waming:Adeitional permanent and stabiliry brabng(or truss system(not part of this componen[tlesign)is always required. � �� /1� /�� �
e)If Southern Pine(SP or SPp)lumber is specifietl,Ihe design values are lhose eflective o6/01/2ot2 by ALSC or proposed by SPIB. �� r/V`��
LOADCASE�S) Stantlard
�������U1GAN �l�«� /
`�`` �,P�lST R�lG /,��%.
Ci':
= j� No. 199C0475 �:, �
_ . . _
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. � `�
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May 23,2013
Awerzr�urrc-v�da�gnpmmnetcrsm�dRFdDN03PSONTARdNDfNCLVDSDMlTIICItSPPl2ENC8PAGE/111-7<73BEYORSUSS.
Dezignvolitlfo�uxeonrywithMlekronnectors.ThistlesignebozedonryuponpammelerssM1Own,antlisloranlntlivitlualboildingcomponenl. ��
AppGwUillry o�design parameters antl poper Incorporatbn ot romponenf'm responsipNy ol boiltlin9 tlesigne�-not�mu desiar�er.&acirg s�ovm
k Iw Mnal zupport o(in�vbual web members onN.Atldilqnol temporary hacing lo iruore sladtiN tivnng conSWClion¢I�e responsibilR�y o�ihe
ereclv. NtldifionolpermanenlbacinaollbeoverallsWCWreisiherezponsidliryoHheboildingtlezignecFOrgeneralguitlancere8a�tling MiTek'
labncalion,qoalily conirol,itoroge,tlellvery,erecfion ontl bracing,consult ANSIpPII QuoOy Crkena.D58-B9 and BC519o111np ComponeM 10515 N.Omar PoM.�+ileY3p0
Solefylnlamvlion ovaibblehomifvssPlolelnstl�u�e.JBIN.LeeShee65vi1e312Ak�andna.VA2231d. G�exleRieW,M06301]
xs�a.m w»Isvl w.�e..�.m•�cRa.u»n•+c�,=wK,...n�.an.�u..oc/oi/�oLa w�ux
Job Tivs4 TmssTyp¢ Qty Ply 3000NCRAFTSMANSTAN�ARD
I]051fiB63
1]00306 I VNLLEY 1 1
J b R f f C II
Timbeilan0 Lumber Company,InEanapoliz,IN a6218 � )}50 s Aug 252011 MiTek InEUSlies,Inc.Thu May 2311'.t6362013 Page 1
ID:Cy7rS9UKFMw51 PBKCNTay3QOj-UN6fpOlMiAy?9RJVw3vc%vW554N3BQGkfUVZMNZDe_P
_ 3A41 I 6-9-I
� 3-0-11 3<-11
Scale=1]9.8
4a6 =
2
10.00�
3
1
ti ;:i: ; X X X "X
4
2x4 4 2x4 II 2x4 J
I C+9-]
6.9-]
TOADING(psZO o SPACING 2-0-0 CSI DEFL in poc) I/defl Utl PLATES GRIP
(Roof Sno.r-20.0) Plates Increase 1.15 TC 027 Vert(LL) n/a - nla 999 MT2� 197/144
TCDL �p_p Lumberin�rease 1.15 BC 0.17 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) �.00 3 n/a n/a
BCDL 100 CodeIRC2006/�PI2002 (Matnx) WeighC�91b FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.3 TOP CHORD Structurel wood sheathing direcUy applietl or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF No.3 BOT CHORD Rigitl ceiling directly applietl or 140.0 oc bracing.
OTHERS 2 X 4 SPF No.3 MiTek recommentls lhat Stabilizers and required cross bracing be
installeC tlunng tmss erection,in accordance with Slabilizer
Installation uitle.
REACTIONS pblsize) 7=t36/59-7 (min.0-1-ej,3=136/69-7 (min.04-e),4=207/69-7 (min.0-1-e)
Max Uplifl1=34(LC 5),3=34(LC 5)
FORCES (Ib)-Max_Comp./Max.Ten.-All forces 250(Ib)or less excep�when shown.
NOTES (B)
1)Wnd:ASCE 7-05;90mph;7CDL=6.OpsF BCDL=6.OpsQ h=30fl;Cat.II;Eep B;enclosed;GC Erterior(2);cantifever lefl and right exposed;
entl verliwl left and rig�l exposetl;Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL ASCE 7-05;Pf=20 0 psf(flat roof.snow);Category If,Exp B;Fully Exp.;Ct=1 J
3)Unbalanced snow loads have beem m�sidered for t�is tlesign.
4)Gable requires continu>us bottom c�ortl Cearing.
5)This Iruss has been tlesigned for a 10.0 psf Dottom chortl live load nonwncurrent with any other live loatls. /
6)Provide mechaniral connection(by others)of Wss to bearing plate capable of withstanding 100 Ib upliR at joint(5)1,3_ I�// 1
7)Waming:Additional permanent and stability braang(or lruss system(not part of lhis component deslgn)is always requiretl. �� � � -
B)If Southem Pine(SP or SPp)lumber is specifed,�he tlesi n values are lhose effective O6/01/2012� ALSC or m ��� �����) �A��
9 Y P Posetl by SPIB. ; � �.y ' �y••
LOADCASE�S) Stantlard
``,�.�`��J�GANG(�G'i�'/:
: P�G�S7FqF0'-
- ;� No. 199G0415 •; -
= • : : . _
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i�/FS`S�ONAi`�?G`\\���
May 23,2013
�WdRN/NG Venjydag paramdeaondRGeDfAJ1'ES�N7NI6dNDfNCLUDFl7hIITPRRFS'F12ENCEPdGEdII794736EFOR8(JS& p
Des g W la se o M �h ANlek connectors.i�s tlesg - ba etl m!y upo paomelers shovm o tl¢lor o tl 'itl ol b kf g compo e � �tl�
Applc tifry t tl ig po 1 ond poper-ncorporoip f compone I u po 'Dfry of b Id g tlesigner t t s tles gn B g snown illmli
Ist Wte Is pporlol' d 'dtial bmembersonN Addl allemporaryboc glo' ure IoGlryd Tgc sW t ' In spo 'blllyoline
erec�or qddto aipema tb clneolmeo�eranswct - meiesponsdiryolmewia gdesgner.rweeneralgutla�ceregvdng MiTek'
tobeicalon,quafryroNrolsbro8e.tlefvery.ereclionantlbracing.consult AN51/RIIOoa0lyCrXMa.O58-09antllCSlBOIIAnpCOmponerrt 1<515N.ONmPorry,SUileA300
Suk1y IMwmaMen voilObk hom irvA Plale Ini�I�W¢.]81 N.Lee ShBe�.Sui�e 312 AIExOndna,VA 2231d. C�esleNeltl,M06]01]
nso.,d...n>i,�.im!e�me..,..wrm.e.xn..n•��m•.w�.:.,,.aw,..n.<uM.os7o�hoia wwe
JOb TN55 Tn�ssiype Qty Ply 30.'UACRHF(SMANSTqNDARO
iZOS>Besa
130030fi V5 VALLEV � �
�R ( ! f II
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ID:Cy7Bi9UKFMw51PpKCMay30oj-yagllk%XxF]?HeU6ticUm5k_JVnRawImNBEIUpzDe_O
&25 4-040
� 2_25 • 225 �
a.5 = Sraie:t'=1'
2
1000 12
3
1
� ` .'�J� A
!�
d
2c4 ii Dc4 �� 2x4 O
4-0 10
4-0-10
LOA�ING(psp SPACING 2-0.� C51 DEFI in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 plaleslncrease 1.15 TC 0.09 Vert(LL) n/a - n/a 999 MT20 197A44
(ftoof Snow=20.0) Lumber Increase 1.15 BC 0.06 Vert(TL) Na - n/a 999
TWL 10.0 RepStresslncr YES WB 002 Horz(TL) 0.00 3 n/a n/a
BCLL OD Co4eIRC2006RP12002 (Matrlx) Weight121b FT=O%
BWL t0.0
LUMBER BRACING
TOP CHOR� 2 X 4 SPF No 3 TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc pudins.
BOT CHORD 2 X 4 SPF No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPF No.3 MiTek recommentls lhat Stabilizers and required aoss bracing be
installetl tluring Wss erection,in armrtlance with Slabilizer
Installa�ion uioe.
REACTIONS (Ib/size) 1=81/4-0-10 (min.0-1-8),3=81/4-410 (min.0.L8),4=124/4-0-10 (min.0.1-B)
Max UpliR�=22(LC 5),3=-22(LC 5)
FORGES (Ib)-Max.Comp/Max.Ten.-All torces 250 Qb)or less except when s�own.
NOTES (e)
1)`Afintl:ASCE 7-05;9Dmph;TCDL=6.Dpsf;BCOL=6.Opsf;h=30fl;Cat 11;Exp B;endoseQ GC EMerior(2);�antilever left and nght exposed',
end vertical lefl and nght ezposed;Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL ASCE 7-05;P1=20 0 psf(eat roof snow);Category 11;Exp 8;Fully Exp.;Ct=1.1
3)Unbalancetl snow loatls have beem m�sideretl for thls design.
4)Gable requires continuous bottom chord bearing.
5)This Wss has been tlesignetl lor a 10.0 psf botlom chord live load nonconcurtenlwilh any other live loatls. 1���
6)Pmvide mechanical connec[ion(by olhers)of Voss to beanng plate capable of withstantling 100 Ib uplift atjoint(5)1,3.
7)Waming:Addi�ionai permanent antl stabiliry bracing for tmss syslem(not part of this component tlesign)is aiways requiretl. �A/�
e)1�Southem Pine(SP or SPp)lumber is specified,ihe tlesign values are lhose effective o6/01/2012 by ALSC or pmposed by SPIB. ��V �
LOAD CASE(S) Standard
������\\EGAN'G������ii�
.�` -�-v ..• . ��(i '�,�
: -.P�G\STEq�O
= � No. 199C0415 '; '
_ • : � . _
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�' �.c�':�MD�ANP:'�Q. c
F �
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May 23,2013
Q we,vrnxe-v�fy e�.yn n�,.,�e��.,a eaen tm�rns orr ntrseun i�.00sa nvrsrra.ceeaF.rJCe rece enr���ra eeeoRe use. ■
DesgnvaWior�seonN'�'���µ�ekmnneclas.l�ntlespn'¢�asetlonly�panparamelenshown,antlisloranindivitluulbuiltlingcomponenl. ��•
RppimGfily ol tlesign paramelers and poper incoryaolbn ol mmponent u rexponzitJ4ry ol builtling designer-nof ivss tlesigner.8rocinB zM1Own
is�orlaler�ISappotlo�intlividoalwebmembersonN- Atltlltional�empaarybacing�oinrvreslablliNtlonngconitiuctionixiheiezponsibillM1yo�t�e MiTek'
e'xta.AtltliLOnal permonent badnB oi IDe ovemY sWCWre e�he responsiGYly ol t�e buildinq tlezgner.Fa general gubante regetling
Iadicotion.quairyconlmLslwage.deFery.erectbnantlbacing,consuM1 AN51/f�tlQuaYIyCMMa,D50-B9onGBC51lo�ElnpComOOneM 14515N.ONerFOM.SViteN300
Sa�e�y 1n�amaMOn vOiIObIP hOm1N51 PIO�¢Ip51iW�e.]81 N.Le¢$Vee�,$ui1e311.AlexantlnO,VA 4231d. CM1e51tN¢Id,M06309
xswe..m>w�s%wmwr:..p.��ree.m�a..�ww.:x.x�w..eee<u.�e ob/oi/xoia cyruX
JOb TN55 TN55 TypE Qh' PIY 3000 H CRAFTSMAN STANDAftO
1205]6865
13D0306 V6 VALLEY 1 1
ob Re�_� o tionaU
TmEe�anJ Lum�erCompanY.InCanapdis,IN a6HB ]250 s Aup 3520t 1 MRek Indusuies,Inc.Tliu May 2J 11:16382013 Page 1
ID:Cy]rSi9UKFMw51 PBKCV�ay3QOj-OmEPE4Y9 ZGsuo31AK???�J(VZBnNII(H16o_BQFzDe_N
0-11-15 1-11-13
04145 04145
3x4 = S�IB=1:Z�
2
1000 �2 3
1
i . �
% k
2xA// 2x4 ��
141-t3
141-13
Plate OffsetslX Y1: f2'0.b0 Edoel
TCADING(p5200 SPACING 2-0.0 CSI DEPL in Qoc) I/tleFl Ud PLATES GRIP
(ROOf Snow=20.0) P�ates Increase Lt5 TC 0.01 Vert(LL) n/a - n/a 999 MT20 197/144
TCDL �p_0 Lumberincrease 1.15 BC 0.�3� Vert(TL) n/a - n/a 999
BCLL p.p Rep Stress Incr YES WB 0.00 Hoa(TL) 0.00 3 n/a Na
BWL 10.0 CodeIRC20�6/rP12002 (Matnx) Weighc4lb FT=O%
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.3 TOP CHORD Stmctural wootl shea�hing direcly applied or 1-11-13 oc putlins.
BOT CHORD 2 X 4 SPF No3 BOT CHORD Rigid ceiling directly applietl or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required voss bradng be
installed tluring Iruss erection,in accordance wiID Slabilizer
�alt fi d
REACTIONS (Ib/size) 1=47/1-1L�3 (min.0-1-8),3=47/1-11-13 (min,0-1-8) �
Maa UpliR1=�(LC 3),3=6(LC 3)
FORCES (Ib)-Maz.Comp./Mae.Ten.-All(orces 250(Ib)or less excepl when shown.
NOTES (7)
t)Wintl:ASCE 7-05;90mph;TCDL=6 Opsf;BCDL=6.Opsf,h=30t1;CaL II;Evp B;enclosed;C-C 6nenoq2);cantilever ieft and righl exposed;
entl vertical ieft and right expose�;Lumber DOL=1 33 plate grip DOL=133
2)TCLL ASCE 7-05;PF20.0 psf(Flat roof snow)�,Category II;Exp B;Fulry Fxp.;Cb1.1
3)Gable requires wntinuous bottom chortl bearing. �
4)This truss has been designetl for a 10.�psf bottom chord live load nonconcurrent with any oNer live loatls. `
5)Provide mechanl�al connection(by others)of truss m beanng plale capable o(withstantling t00 Ib uplift aljoint(s)1,3. 1��, 1 ��
6)VJarning:Adtlilional pananent antl stabiliry beacing for truss system(not part of this component design)is always requiretl.
7)If Soulhern Pine(SP or SPp)lumber is specifetl,the design values are Ihose eHective O6/OV2012 by ALSC or proposetl�by SPIB.
LOAD CASE(S) Standard
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