HomeMy WebLinkAbout14050096 Truss Plans 7� t �
' �
PRO�uild
ProBuild - East Region
• 50 Twosome Orive,Suite#5
Moorestown,NJ 08057
Re: 61008068
CT2A
The trussdrawing(s) referenced below have been prepared by ProBuild Eas[under my direct supervision
based on the parameters provided 6y Carter-Lee Bldg (Moorseville�.
Pages or sheets covered�by this�seal: 14532707 thru14532729
, My license renewal date for the state of Indiana is July 31, 2012.
O�`\�`�P 1N ns�q�������%
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= :� PE10971.118 �; = .
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November 9,2010
Taimur Shamali, PE �
The seal on these drawings indicate acceptance of professional engineering respo_nsibiliry solely for the
truss-components shown. The suitability and use of this component fot any particular 6iiilding is the
responsibiliry_of the building designer, per ANSI/TPI-2002 Sec.2.
Jab Tmzs TrussType OtY Pty CT2A
I 14532707
.� Bi00806P�, T01 COMMON It O
� `� Job Remre2ce_(oR���yep
CARTER-LEE 9WL�ING COMPONENTS,MOORESVILLE,IN C6158 ].]60 s Jun 1B 2010 MiTek InEUSVies,Inc. Tue Nov 09 09:33232�10 Page 1
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4-0-11 8-9-0 13-1-12 17-6-0 21-00-13 26-3-8 2I3-e
~-4-0-11 �4-0A—I 4-0-8—� 4-0-8 44-8 � 4-0-11 1-0-0.
4x8 II Scale=1:656
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t] 18 16 19 15 14 2� 13 �� 22 23 t2 2A 25 �� 26 2]6x8� o
i
6x8 3x12 II ipx10 =BxB tOx10 = tOx10 = 3x12 II
�4-0-11 8-9! 13_1_12_�_i]6-0_�_21-10-13 . 26.3-8�
4-4-11 4-08 C-0=B 4=4-8 4-0-8 4�41
I PlateOftsets(X,V)'._[1',Q2<0_292yj9_0.2=4,0.2-12��[1203-Bp_5-0�,.[150-3_8,0_5_D]
LOAOING (psQ SPACING 2-0-0 C51 DEFL in (loc) Iltlefl Lltl PLqTES GRIP
TCLL 20.0 Plateslncrease 1.15 TC 0]2 Vetl(LL) -0.13 1345 >999� 360 MT20 19]/i44
TCDL 100 Wmberincrease '1.15 BC 0.29 VeR(TL) -0.301345 >999 240
BCIL 0.0 ' RepS�resslnv NO WB 094 HorzQL) 005 9 nla n/a
BCDL 100 Cotle IRC2�06/7PI2002 (Ma�nx) Nfina�LL) 00813-15 �999 240 WeighP.6151b FT=20%
LUMBER� . BRACING
TOPCHORD 2X45PFNO.2 tOPCHORD SWCWralwootlsheathingtllreclryapplieaor5-6-6ocpurlins.
BOTCHORD 2%tOSVP2d00F1.eE BOTCHOR� Rigitlwilingtlirectlyappfe4orvid0-OOCbracing.
WEBS �2 X 4 SPF Stutl'ExcepP �
5-13:2%4 SPF No2
WEOGE
left'.2 X 4 SPF SWQ RigM1C 2 X 4 SPF SNtl
REpLTI0N5� (Iblslxe) 1=1104fi10-3-8 (min.0-3-1),9=103B2I03-e (min.0.2-14)
Max Horz 1=-243(LC 3)
Max lJplifl 1=-500(LC 5),9=-505(LC 6)
F00.CE5 Qb)-Max.Comp/Max.Ten.-AO forces 250(Ib)or less excep�when s�own.
TOP CHORD L2=-13686/635,2-3=-1130955],3-4=-11214I92,4-5=-BB5L525,5-6=-885]/52I,fi-]=-N21 V5]5, �
A8=-11299/560,8-9=-1366]/629- .
BOT CHOR� 1-1I=-50]/104]3;1]-18=50]/104]3,16-18=-501/ia4]3,-0645=-50]/104]3,.1549=5WI104I3,
1445=-3]0/8911,14-20=-3]0/BW1.2021=3]OI89]1,13-21=dI0/89]i.13-22=-326/89]0,
22-23=-32fiI89�0,12-23=-326I89]0,12-24=-419I1045B;�24-25=-419I10458,11-25=-019/10458, .
11-26=-419I1045Q 26-2]=-A19I10458,9-2]=-419I1�458
WEBS 543=53B11a221,6-13=-355V2]5,642=465I4219,8-12=-1929I112,ed t=-99I2915,4-13=35541215,
4-15=-184/4223,2-15=-194]/1]].2-16=-9fi/2932
NOTES
1)3-pty huss lo be connectetl togelher with tOtl(0.131"x3")nails as tollows�.
Top c�orGS connectetl as(ollows:2%4-1 mw at 0-9-0 oc. �
Botlom choras connectetl as follows 2%10-3 rows et 0-5-0 oc.
We�s�connecletl as follows 2 X 4-T.row a(0-9-0 oc.
2)All loatls are consiCereE epually applied ro all plies,excep[if notetl as(mnt(F)or back(B)face in the LOAp CASE(5)sedion.Ply lo ply connections have Eeen
pmvitleEto dishi�ute dnly loeds notetl es(F)or(9),unless olherwlse intllcated
3)Unbalancetl roo!live bads liave Geen consitlered(or�his design.
4)Wntl:ASCE�OS 90mph TCOL fi Ops�;BCDL 6 Opsf h=25X Cat.II;Exp B�,enGOSed',MWFRS(low-nse)gaple entl zone;cantilever le(t antl right exposetl�,
entl vert¢al lefl an0 nqM exposed LumberDOL 1 15 plate gnp DOL=1.15 � - `���pl l l I I IS���/ /
5)This Uuss�as been tlesignetl tor a 10.0 psY botlom chortl live loadnomm�current with any.other live loatls. \� �/
6)'TM1is Uuss has been tlesgneG for a Ilve loatl of 2�Opsf on tM1e�otlom chortl in all areas where a rectangle 3-G-0�all Ey 2-0-0 witle will(1 between��e boVOm �.�`;�vP N' Nq�//�
cnora antl any other members. J ' �STE• 9 �
])ProviEe mechamral wnnedion(by others)ot tmssto bearing plate capable of,viths�an0ing 1001�upli�t atjoint(s)excep�U�=�b)�1=5�0,9=505. `��P;•�G q�:'. �� �
6)This Wss is tlesignee in accortlance with the 2006 lntemational Resitlential Cotle sections R502.11.1 antl R802ID 2 and referenced s[antlard AN51/�PI 1. f�P ��'.
9)Hanger(s)or o[her connecbon tlevice(s)shall be provitled suRiuenl to suppoR concentrate4loaC�s)14891�down antl 6B Ib up at 0-e-4,14891b tlown and 681� ❑ PE�09����8 =
up at 2-fiJ,14091E Eown and 661b up at 4 8-0,14891bdown ana�661�,up at 6-8-4,14891b tlown antl fi810 up at�8-8-4,14891��tlown ana 681b up at 10-9-4, — —
14891�rbwn antl 681b up a(12-B-A,14891�tlown antl 681b up at 14-8-A,14491�tlown antl 681b up at i6-e-4,14491b tlown and 681�up at 18-B-4,10891E — —
tlown antl 68Ib up at 20-8-4,antl 14891b tlown antl 661�pp at 22-6-4,antl.1a891E tlown antl fie lb up al 24-8-4 on bottom chortl. T�e tlesigNSelection of � � ' � � �
such connection aeviw�s)is ihe responsioiiiry o(oltiers. � TE OF � Q' �
;' <U �
LOAOCHSE�S) Slan4aM � �':� � � �
� Un to�rtn Lo tls�p�fl�eese=ti5,Plale Inueasa=1.15 ���i� � A��� ��
Vert'.1-5=b0,5-10=60;1-9=-2a /��///IIIIIII\
November 9,2010
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:LOAOCASE(5) S�antlartl
Concenlratetl Loatls Qb)
Vehd1�1489(B�,16=-1489(B)1�=q489(BJ 18=1489�B)1�-1489�B)20=-idBB(9)21=1489�B)22=-1489(B)23=4449(6)24=1448(B)25=1489(8)26=1488�B)2]=4489(B)
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�81008068� T02 GABLE .p � 14532708
� Job Relerence(optionalj
CARTEft-LEEBWLOINGCOMPONENTS`MOORESVILLE,IN 46�58. �.140sJUn1820tOMiTehlntluslnes.lnc. TueNov090993152010 Page1
� ' ID:Op_Kli�tivFSil6rqyUEyHmyKZNB-Op_Kli7tivF5zl6rqyUEyHmuBVWaLe2PCI5waByKZNB
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�-o-o i�-o-o ' i�-o-o i-o-o
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15
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8.00 12 13��� �. 17
11�12 �� � � 18
e� 19
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56 55 54 53 52 51 50 49 48 4] 46 44 43 61 40 39 38 3] 36 35 34 33 32 31 3xfi II
3x6 I I 45 42
3x6 = 3x6 =
34 0:0
� 34-0-0
Plate Opse�s,(X,Yj_[i0-3-0 0_3-4L[25:03�0,0-3-4],�29_0-3_9,0- - -
0 6]
LOAOING(ps� SPAdNG 2-0-0 C51 OEFL in (loc) Iltlefl Ua PLATES GRIP
TCLL 20� Plateslnaease 1.15 TC 028 Vetl(LL) -0DO � 29 n/r 180 MT2� 19]I144
TCDL 10.0 Lumberinaease 1.15 "BC 0.16 Vetl(TL) -0.00 29 n/r 120
BCLL 00 ' Rep SVess Ma NO NIB 0.15 Horz�TL) 0.01 29 n/a nla
BC�L 10.� Cotle IRC2006/TPI2002 (pAaVix) WeighC2591b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF SWtl'ExcepC TOP CHORD SlrucW�al wootl s�eathing Directly applietl or6-0-0 oc Outlins, except entl vetlicals.
5-15,15-25'.2 X 4 SPF No2 BOT CHORD RigiE ceiling tlireclly apPlietl or 10-0-�oc�reang.
�BOT CHORD 2 X 4 SPF Nq2 WEBS T-Brace'. 2 X 4 SVP No.3-1543,14d4,13-46,12-4],11-48,16-01,
WEBS 2 X 4 SPF SWd 1]-40,1839,19-38
OTHERS 2 X 4 SPF SWa'ExcepP Fasten(2%) T antl I breces lo nanow etlge of web vn�h 104(0.131"x3")nails,6in o.c.
i5J3,1a-04,13-46;12-4].i6-41,1]-0D,18-33 2%4 SPF No.2 ,wi�h 3in minimum entl tlls[ance.
SLIDER RigM1t 2 R 4 SPF Stutl 1-6,15 Brace mus�cover 90%of we�leng[h. '
REACTIONS Allbearings34-0-0.
(IpJ- Max Horz 56=281(lC 5)
Max Uplifi All uplifi 1��Iti or less al join��s)56,66,4l,48,49,50,51,52,53,54,4q 39,38,3],36,35,34,33,32,31,29
except 55=104(LG 6)
Max Grav All reactions 250 Ib or less at loin�(s)56,43,44,46,G',48,49,50,51,52,�53,54,55,41,40,39,�38,3I,36,35,34,
33,32,31,29 �
FORCES (I�)-Max.COmp/Max.Ten.-Allforces250Q�)orlessexceptwhenshown.
NOTES
1)Un�alancadroof live loatls�ave�een consitlered forihis Eesign.
2)WinE',ASCE�-OS,90mph',TC�L=6.Opsf',BC�L=6.Opsf;�h=25X�,Cal If,Exp 6;enGOSeB,MWFRS(low-rise)gable wE zone antl GC Extenor(2)zone',
can�ilever lefl and nght exposed',entl vertical left antl ngh�exposetl',GC for membe�s ano fomzs 8 MWFRS for readions shown',W mber pOL=1.15 pla�e gnp
DOL=1.15
3) Tmss desiqne0 torwintl loatls in Ne plane o(�he Viiss only: For stutls exposetl lo wintl(nortnal to ihe face�,see MiTek"StanOartl Gable Entl De�ail'
4)All plates are i5x4 MT20 unless olM1eiwise Indi�'ated .
5)Gable requires con�inuous botlom UoM beanng.
6)Gable sWtls space0 at 1-A-0oc.
])This vuss has Eeen Oesigned for e 10�0 psf EoVOm cFiortl Ilve loatl nonconcurrent wi1M1 any olperlive loatls:
B)'This[mss has been tlesigneC tor'a live loatl ot 2Q�psf onlhe Ootlom chortl in all areas where a rectangle 3-6-0 tall by 2-0-0 wiae will fit�etwean�he boltom
tliore antl any ocher members: -
9)Pmvide mecM1amral�connecimn(�y others)of Iruss ro Deanng pls�e capable o�wit�stantling 1001b uplifl�aljoint(s)56,46,4],48,49,50,51,52,53,SA:A0,39,
10j TMS mise s tles�ig ed n acco dancePwlh Ihe 2006/ternatonal Resitlential Cotle sections R50211.1 antl R802.102 an0 referencea�stantlartl AN51/TPI t \\`��\���1�N I1/1�����///
11)Wamng Atltlitionalpermanentantlstabi6rybraangtorVUSSSystem(notparfottM1iscomponentdesign�isalwaysrequired. ���\-AJP` S'1,qw-!i�
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1-0-0 5-10-5 ' 5-6-13' ' 5-643 ' SB-13. ' S6-03 ' S40-5 1-0-0
4x6 I I Swle=192.4
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� 8-I-12 1I-0-0 �. 2$-0-0 � 34_0_0 I
B-]-12 � 8-0_4 B9-0 8-]-12
�1OA01NG(ps� SPACING 2-0-0 C51 DEFL in (loc) Uaefl L/tl PLATES GRIP
TCLL 200 Plaleslncrease 1.15 TC �.61 Vetl(LL) -0251446 �999 360 MT20 iW1144
TWL 10.0 Wmberincrease 1.15 BC �.83 Veh(TL) -0A514-i6 �903 240
9CLL 0.0 ' Rep Shess Incr VES WB 0.35 Ho2(TL) 0.11 12 n/a nla
BCDL 1�0 Co4eIRC2006RP12002 (Ma�nx) Wintl(LL) OOfi i6 >999 240 WeiqhC1611b FT=20%
LUMBER BRALING
TOP CHORD �2 X 4 SPP Stutl'ExcepP . TOP CHOR� Shuqural w000 sheathing tlirectly applietl or 3-540 oc pWins.
1-5,9-13�.2 X 4 SPFNO 2 g0T CHORD Rigitl ceilinq Direclly applietl or 10-0-0 oc�racing.
BOTCHOR� 2X45PFNO2 WEBS T-Brace: 2%45YPNO3-846,646
VJEBS 2%d SPF No.TExcepP ' Faslen(2X) T an01 braces to nanow etlqe ofwe�vnfh 10tl(�.131"x3")nails,6in o.c.
1040,4d8:2 X 4 SPF SWtl ,with 3in minimum eno distance.
SLIDER Lefl 2%4 SPF Stua 3E-0,Righ12%4 SPP SWtl 3U-� Brece mus�wver 90A o(web lengtM1.
REACTIONS (IOlsize) 2=15]�Ip3-8 (min.0-2b�,12=151]IO-3-e (min.0-2-8� ' '
Max Horz 2=-2]4(LC 4)
Max Uplifl2=-90(LC 6�,12=-90�LC])
FORCES (Ib)-Max.Comp.IMax.Ten.-All torces 250(I�)orless exwpl whan shown.
TOP GHORO 2-3=-2258I135,.3-4=216411]2;4-5=-2063I190,%=-0894209,6-]=-15131234;)-8=4513234,8-9=-1894209,9-10=20fi3/190,
10.11=-21fi411]2,11-12=2258/135 .
BOTCHORD 2-1 8=-11 311]52.18-��-21I1502,V-19=21115�2,164]=21Y,502.15-16�1'I502,15-2�0/1502.14-20=0I1502.1&14=44IV52
WEBS ]-16=444I1244,8-06=-58111]2,8-14=26I45G,fiq6=58111�2,6-18=-26/456 ,
NOTES
1)Unbalanced roof live loatls have been consideretl for ihis Design.
2)Wmtl�.ASCE]-OS',90mp�',TC�L=6 opsf,BCDL=6.Opsf,h=25fl;Cat.II;Exp B',enGOSae;MWFRS Qow-nse)gable enE mne antl GC Ex�enor(2)zon_',
,cantilever left antl nght ezposetl;ena vetlical left antl nght exposetl',GC br m¢mbers antl forces 8 MWFRS tor reactions shown',W moei DOL=1.15 plate gnp
OOL=1.15
3)This tmss M1as�een designed fora 10.0 psf bottom cliortl live loae nonconcurtent with any other live IoaES.
4)'This Wss has been designetl tor a live loatl of 20.Opsf on Ihe botlom Uora tr.all areas where a reclangle 3E-O lall by 2-0-0witle will fit�etween ihe�ottom
chora antl any�olryei membe�s,wifM1 6WL=1Q OpsL � �
5)Provide machanical connection(Cy othars)o�tmss to beadng plale capaEle ofwlNStantling t001b upllft atjolnl(s)2,12.
6)This Vuss is tlesignetl in accortlance with ihe 2006 Intemational Resitlential Coee sections R5o2.11.1 antl R802.10.7antl referenwd stanaartl ANSI�TPI 1.
])Waming ACOitional pertnanent antl s�ability bracing for tiuss system(nol part of this component tlesign)is always required.
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LOAOING (ps� SPAGING 2-OA CSI DEFL in (loc) IIEefl V4 PLATES GRIP
TCLL 20.0 Plateslncrease 1.15 TC ObT Vetl(LL) -02515-11 >999 360 MT20 19]/144
TC�L 10.0 LumbeNncrease 1115 BC 0.&3 Vetl(TL) -04515-1] �9�2� 29�
BCLL 0.0 ' RepS�resslncr YES WB 0.35 Hoa(TL) 0.11 12 Na Na
BWL 10.0 Gotle IRC200GRPI2002 �(Matnx) VJintl(LL) 00G 15 �999 240 Weighl'.15910 FT=20%
LUMBER BRACING
TOPCHOR� �2%65PPSW0'ExcepP TOPCHORO StrucwralwootlsheaNingeirectlyapplietlor3-540ocputlins.
L5,9-12'.2 X 4 SPF�NO2 BOT CHOR� Rigitl ceiling diredly applietl or 10-0-0 oc braung.
BOTCHORp� 2X45PFNO2 WEBS T-Brace: 2%45VPNO.3-845,fi-15
� VvEBS 2 X 4 SPF No 2'EzcepP Fasten(2%) T and I�races to nanow etlge otweE with 10tl(0.131'k3")nails,fiin o.c.
10-13<-i T.2 X 4 SPF SWtl ,wi[M1 3in minimum entl distance.
SLIDER Lek2X45PF5tuE38-O,Righ12X45PF5Wtl3£-0 gracemusicover94%o(weblengN.
REACTIONS (IWSize) �2=15]8/03-e (mia 0.2A),12=151]IO-3-B (mirt 0.26J
Max Horz 2=2]��LC 5)
Man UpIfX 2=80(LC 6),12=-SB�LC l�
FORCES (Ib)-Max.COmp/Max.Ten.-Allforces250(Ib)oRessexcepiwhenshown.
TOP CHOFO &3=-22591136,3-4=-21fi51i]3,4-5=-2065I191,5L=-1896I210,64=15151135,]-8=4 51423 5,8-9=4900R12,9-10=-20691193,
ia-i r--zi ssin5,i i-i2=-zzssnae
BOT CHOfiD 2-1]=418/1]53;1]-18=-25I1503,16-18=-25/1503,154 6=2 91 503,1445=0/1504,14-19=0I1504,1349=0/1504.12-13=-5911]58
WEBS ]45=-14A/1245,Bd5=-SB3/1]3,8-13=29/461,6-1�-581/i12,64]=2fi/45fi .
NOTES
1)Untialance0 roai live loatls have been considered for Nis Design.
2)VNnd:ASCE 1-05;90mph;iWL=fi�psf,BC�L=6.Ops[M1=25fl;Cat II:�.Exp B',enGOSeC',MWFRS(low-nse)gable end zone and GG Exterio�(2)zone;
cantilevei lett antl nght expose�;entl vetlical lefl antl ngh�exposetl.CL for members antl forres 8 MWFRS for reacYOns shown:Lumber OOL=1.15 pla�e grip
DOL=1]5
3)This tmss has been tlesigned tor a 10.0 psf botlom cM1ON live loatl nonconcurtentwilh any other live loatls.
4)'This h�ss has�een tlesignetl/or a Ilve loatl of 20.Opsf on t�e bottom chortl in all areas where a rectangle 3£-O lall by 2-0-0 wide will fit between t�e Cottom
cbortl and any otM1e�members,wit�BCDL=10 Opst.
5)Provitle mechanical connection(by others)of wss�o beanng plate capable of withstantling 1��Ib upliR atjoint(s)2,12.
6)This vuss is Cesignerl ln accordance witli the 20061nternational Resitlen�ial Coce setlions R502.11.1 anE R602]02 antl referencea stantlartl ANSIRPI 1.
])Waming:AGtlitional permanent an�sta�ility bracing tor2russ system(not patl oRM1is component design)is always required.
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LOADING (ps� SPACING .2-0-0 C51 DEFL �in (loc) Iltletl� Lla PLATES GRIP
TCLL� 20.0 Plateslnvease 1.15 TC 0]1 Vert(LL) -025154] >999 360 MT20 iW1144
TCDL 10 0 Lomberincrease 1�.15 BC� 0.83 Vetl(TL) -0.45 15-1] -�8]5 240
BCLL 00 ' Rep SuzSS lncr VES �NIB 435 Ho2(TL) 0.11 12 Na Na
BC�L WA CotleIRC2006/rP12002 (Matnx) VNnd(LL) OOG 15 �999 24� Weigh[1611b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF SNtl'ExcepP . TOP CHORD SVUdoral wootl sheathlnq directly apPlietl or&9-12 oc purlins.
-1-5,942 2%4 SPF No 2 BOT CHORD RigiE ceiling dlrectly applie0 ar 10-0-0 oc�racing.
BOTCHORD 2X4SPFNO2 WEBS T-Brace: 2X4SYPNO.3-645,8-15
WEBS 2%0 SPf No2'ExcepP� ' Fasten'�2%) T antl I biaces to nartarv etlge of web witM1 10tl(0.131"x3")nails,6in o c.
4-11,10-13'.2 X 4 SPP SNtl wit�3in minimum end tlistance.
SLI�ER LeX2%45PFSWd3F-0,Right2%fiSPFNO23-6-9 6racemusic6ver90%ofweblengN.
REACTIONS (Iblsize) 2=1569/0-3-8 (min.0-2-]�,12=1509/MerJianical "
MaxHOa2=277(LCS) �
Max Uplifl 2=-89�LC 6),12=56(LC])
FORCES (Ip)-Max.ComplMac.Ten.-Nlforces250�1b)orlessexceptwM1enshown.
TOP CHOfiD 2-3=2245/134,3-4=-2154/171,4-5=-2054A90,58=-1885Y209,6-]=44981234,�-8=149]I230,8-9=4821209.940=49G9/191,
1041=2085It]2.11-12=2192/135 ' .
BOT CHOR� 2-1�=-11]l1]42,1]48=-25I1490.16-18=?SI1490,1516=-25/1690.14-15=011469,144Y0/14fi9.13-19=0I1469,12-13=-51/1663
WEBS 64]=-2]I4fi0,fi-15=-581/1]2,]45=-14411233,845=-55BI1�1,8-13=-29/406
NOTES
1)�Unbalancetl mof live loads have beam m�si0erea for Ihis tlesign.
2)Wintl'.ASCE]-05;90mph',TCDL=60psY,BCDL=6.OpsF n=25k;CaL II�,Exp B',enGOSetl�,MWfRS Qow-nse)ga�le entl zone antl GC Exteno�(2)zone;
cantilever lefl and ngM exposed',enE vertical lett antl ngnl exposeB,GC for memEers anE forces 8 MVVFRS for reactions shownj Lumber DpL=1.15 plate gnp
DOL=1.15
3)This truss has been designe0 for a 10 0 pst bollom chor0 live loaa nonconcunenl wi�h any o1M1e�live loads.
4J'This Wss has been tlesignetl for a live loatl ot 20 Opst on the botlom Giortl in all areas where a rectangle 3-6-0 tall by 20A wiDe will(t between Ne�ollom
chord antl any other memGers,wiro BC��=W.�pst - � .
v�RMer to girtler(s)for Vuss lo tNSS conneqions.
6)P�oviae mec�anical connedion(by ot�ers)ot Vuss to beanng plate capable ofwi�hstantling 1001�uplift atjoin�(s)2,12.
�)Tliis tmss is tlesigne0ln accortlar¢e wilh ihe 200fi Intemational Resitlential Cotle sections R502.11.1 and RB02.1�2 zntl re(erenced stantlartl ANSIrtPI 1.
Bj Warning:Atlai�ional peirnanent antl s�abili�y bracing forwss system(not par(ofthis rqmponent tlesign)is always requiretl.
LOA�CNSE�S) Stantlartl
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CARTER-LEE BUILOING COMPONENTS,MOORESVILLE,IN 6fi158 ]2d0 s Jun iB 2010 MiTek InCUSlnes.Inc Tue Nov 09 0933282�10 PaBe 1
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LOADING (ps� BPACING 2-0A CSI DEFL in (loc) Iltle� IJtl PLATES GRIP
TCLL 200 Plateslncrease 1.15 TC 0.14 Vert(LL) Na - Na 999 MT20 1WI144
TCDL 10.0 Lumberinc�ease 1.15 BC 0.1] Vert(TL) n/a - nla 999
6CLL 0.0 ' Rep Stress Ina VES VvH 0.15 Hoa(TL) ODO 1 Na Na
BWL 100 Cotle'IRC200G/TPI2002 (Matnx) Weigh[821b FT=20%
LUMBER BRqCING
TOP CHOPD 2 X 4 SPF No 2 TOP CHOR� S�mcWral wootl sheatM1ing directy applied or6-0.p oc putlins.
BOT CHORD 2 X 4 SPF No2 BOT CHORD RigiE ceiling airedty applieE or 10.0.0 oc�racing.
OTHERS 2X4SPFSWa WEBS T-B�ace: 2X35PFNO24-ip
Fasten(2X) T antl I Graces to nartow etlge of web with 10tl(0.131"x3')nails,6in o c.
,with 3in minimum entl tlistanre..
REACTIONS Alibeanngs22-]-15. Brawmus�cover90%otwa�length.
Q�)- MaxHo21=190(LCS) �
MexUplifl AIIUpIIH?OOlborlessalfoinrys)1,13,Bexcept-01=4G�(�Cfi),�-10�(LC])
Max Grav All reectlons 2501b orless et�olnt(s)1,7 except 10=438(LG 1�,11�12(LG 10),13=285(LC 1),�412(LC 11),8=295(LC 1)
FORCES (Ib)-Max.COmplMae.Ten.-Allforces250(Ib)orlesse*cepiwhenshown.
VvE6S 341=255/150,5-9=255A5�
NOTES
i)Unbalanced roof live loads have been considered for tM1is�eslgn. _
2)Pofntl:ASCE]-O5;90mph;TCDL=6.Opsf BCOL=6Dpsf;M1-25fl;Cat II;Exp B�,anGOSed:M WFRS(low-nse)gable end mne antl GC Extenor(2)mne;
cantilever lett antl nght e�osetl;entl vetlical le%antl ngM exposeP,GC for membe�s ana Porces 8 M WFRS for reac�ions showq Wmber DOL=1.15 plate gnp
DOL=1.15
3)GaGle�equires wntinuous Gottom cbortl bearing.
4)This Vuss M1as baen designetl far a 10.0 ps(bottom chord{IVe loatl nonconcurtent wi1M1 any o�herlive loatls.
5)'This huss has been aesignetl for a live loae oRO.Opsf on Ne botlom cM1ON in all areas where a rectangle 3-6-0 tall oy 2-0.0 witle will fit�etween Ihe botlom
choM antl any other members,wi(h BCDL=10 Opsf.
6)Pmvitle mechanical connection(�y othters)of Imss[o Eeanng pla�e capable af wiNStanding 1001bppLfl atjoint(s)1�,13,8 except Qt=1e)11=100,9=100
])This tmss is tlesignetl in acco�tlance wiN Ihe 20061ntema�ional Resi�enlial Cotle sedions R5�2.t t1 antl RB02.102 and referenced slaotlarC AN51?PI 1.
8)WamingrAdtlitional pertnanent antl stability�racing forimss system(not patl otthis componen�tlesign�is always required.
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TCLL 200 Plateslncrease 1:15 TC 031 Vert�LL) n/a - nla 999 MT20 1W1144
TCOL 10� LumbeNnaease 115 9C 022 Vetl(TL) n/a - nla 999
BCLL 00 ' RepStresslncr VES VeH 0.15 Ho2(TL) Q�0 5 nla n/a
BC�L 10D Cotle IRC2006/�P12002 (Idatnx) Weighl'.641b FT=20%
LUMBER BRACWG
TOP CHOft� 2 X 4 SPF No2 TOP CHOR� Stmqural woptl sheat�ing tliredly applietl or 6-0-0 oc putlins.
BOT CHOR� 2 X 4 SPF No 2 90T CHORD Rigid ceiling tlireRly aoplieE or 10-0-0 oc bracing.
OTHERS 2%A SPF SWtl
REACTIONS All beanngs 19-tA.
�(I�)- Max Horz 1=45H�LC 4)
Max Uplifl All upllfl 1��I�orless at�olnl(s)except�q34(LC 6),6=134�LC�)
Max Grav All reactions 2501b or less at jolnt(s)1,5 except]=393(LC 1),9=511(LC 10),fl--51�(LG 11) '
FORGES Qb)-Mex_Comp,/Max.Ten.-Allforces2WQh)orlessexceptwhenshaan.
WE65 29=313I5�0,4b=-313R]6
NOTES
1)UnbalanLetl mo(live IoaOS M1ave been consitleretl tm tM1is tlesign. '
2)WmB.FSCE]-05�,90mph',TCDL=6Dpsf;�BCDL=6.Opst h=25tt',Cat II;Exp B;enGOSetl-,MWFRS Qow-rise)qable entl zone antl GC Exteno�(2)zone;
cantilever lefl and riqht exposetl',entl vertical IeX antl nght exposeqGC for mambers antl farces 8 MWFRS tor reactions shown�,Lumber OOL=1.15 plate gnp
DOL=1.15
3)Gable requires wntinuous botlom tlio�a beanng.
4)This truss has�een designetl for a 10 0 psi boltom chortl live loatl nonconwrren�with any other live loatls.
5)'This truss has been tlesigned to�a live IoaE of 20 Opsf on ihe botlom chortl in all areas where a rectangle 36-0 tall by 2-0-0 vnde will(�between the bottom
tliortl antl any ot�er members,wiN BWL=t00psf.
6)Pmvitle mechanical connedion(�y others)of iruss to bearing pla�e wpable oiwilhstanaing 1341b upliR atjoint 9 ana 1341b uplrfl al joinl6.
])TM1is Imss is tlesignetl In accortlance with the 20afi'In�er�a�ional Residential Cotle sedions R50211.1 antl R8�2.102 antl reterencetl s�antlartl ANSIITPI 1.
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�TCLL 20.0 Plates Invease 1.15 TC �.13 Vert(LL) nla - Na 999 MT20 1W1144
TC�L 10.0 Lumberincrease� 1.15 BC 0.13 Vert(TL) Na - n/a 999
BCLL 00 ' RepSVessNa VES N!B 0.11 Hoa(TL) �00 5 n/a Na
BC�L 10.0 Cotle IRC2006ITPI2002 (Matnx) Weigp1:501b FT=20% �
W MBER BRACING
TOP CHOftO Z X 4 SPF No2 . TOP CHORO SVUC[ural wooa s�eahing directy appliea or 6-0-0 oc putlins.
90T CHORD 2%0'SPF No2 BOT CHORO Rigid ceiling diredty applied or 10-0-0 oc braang.
OTHERS 2 X 45PF SNtl �
REACTIONS AIIDeanngs 15E-10.
(Ib)- Max Horz 1=128(LC 5)
Max UpliR All uplift 1001ti or less at loinqs)i except 8=-102(LC 6�,6=402(LC�)
Max Grav All reeclions 2501b or less at joint(s)1,5 except 1=441(LG 1),8=356�LC 10),fi=356(LC 11) �
FORCES Qb)-Max.Comp IMax.Ten:-All�orces 250 Qb)or less except when shown.
NOTES
1)UnOalancetl mot live loads have been considerea for Ihis design.
2)VJnO'ASCE�-05:90mph',.TWL=6.Opsf BCDL=6.Ops(h=25fl;Lat I[Exp 8',enclosed;MVVFftS Qow-nse)gable end zone and GC Extenor(2J zone;canlilever lefl antl ngh�exposetl;ena vetlical IeR and
nght exposea',GC for members antl brces 8 M WFRS(or reactions shown;Lumbei DOL=1.15 plate grip DOL=1.15
3)Gablerequires continuous botlom chorC beanng.
6)T�is Wss has been tlesignetl tor a 10.0 psf boflom Uora live load nonconwrrent wiN any other live loatls.
5)'T�is imss has been tlesigned tor a live loatl of 20 Opsf on the bottom chorC in all areas where a rectangle 3-6-o[all by 2-0-0 witle will fit be[ween the botlom
�chortl antl any other members,with BGDL=10.Opsf � �
6)Provide mechenlcel connacllon(by o��ers)oi imss to beanng plete cepeble otwithstanding9001�uplUt alJoint(s)1 excepl Qt=1b)8=102,�102.
])This Vuss is tlesignetl in accartlance with(he 2006 Intemational Resitlential Cotle sections R5�2.11.1 anE R802.102 antl referencetl slantlartl ANSIRPI 1.
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TCLL 20.� Plateslnaease 1.15 TC Q56 Vert�LL) Na - n/a 999 MT20 1W/144
TCDL 10.0 Wmberinaease 1.15 BC 02B Vetl(TL) n/a - nla 999
BCLL 00 ' RepStresslnu� YES VJB 0.11 Ho2�TL) 000 3 nla Na
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LUMBER . BRACING
TOPCHORD 2%45PFSWa TOPCHORO SVUCWralwootlshealhingtlirectlyapplieEOr6-0-OOCpurlins.
BOT CHOR� 2 X 4 SPF No.2 BOT CHORD Rigid ceiling tlirectly applietl or 10-0-0 oc braang.
OTHERS 2 X 4 SPF Stud '
HEACTIONS QG/size) �=215I1141-15�(mIn.0.1A),3=215/1141d5 (min.0-i-8),4-460111-11-15 (min.Otl-8)
Max Horz 1=-W(LC 4)
Max Uplifl 1=-0�(LC 6),3=24(LC 1),4=4(LC 6) '
FORCES (I�)-Max.Comp.IMax.Ten.-AO(o¢es 250 Qb)or less except when shown.
WEBS 2-0=-282/65
NOTES
1)Unbalancea roof live loatls have been consiaered�oi�bis tlesign. �
2)Wntl'ASCE 1-05',90mph:TW L=G.Opst,BCOL=6 Ops�;h=25fl;,Ca�.II',Exp B;enGOSeG;MVVFRS(low-nse)gable entl zone anC GC Extenor(2)zone',
cantilevardefl antl nght exposetl;entl vetlical lefl antl ng�l ezposetl',GC for m_mbers antl forces 8 MVJFRS tor reactions sbown�,Lumber OOL=1.15 plate qnp
DOL=1A5
3)Gable requires continuous boflom chortl beanng.
4)This[russ nas been tlesigneE for a 10 o psf botlom chor0live IoaO nomm�curtznt with any o��er live loatls.
5)'This imss has been�esigne0 for a live loatl of 20 Ops�on Ne poflom chortl in all areas where a rectangle 3-6-0 tall by 2-0-0 witle will fil�ehveen�he bottom
cho�d aod any o�he�me�nbe�s.
6)ProviDe mechanical connection(by o[hers)of tmss�o beanng plate rapable INwi�nstantling 1001b uplitt at loint�s)1,3,4.
�)iM1is huss is tlesg�a�in acwrdance wit�the 20061ntemaiional Resitlential Cotle sedions R502.11;1 antl R802.102 antl reterenced standartl ANSVTPI 1.
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;Bi0080fi8, ITOB VALLEV j � 14532716
__ Job Relerence(op�ionall
CARTER-LEE BUIL�ING COMPONENTS;MOORESVILLE,IN 4fi158 ]2pp s Jun t8201p MiTek InOUSlnes,Inc Tue Nov 09 09:3329 2010 Page 1
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LOADING(psQ SPACING 2-0-0 C51 DEFL in (loc) Iltlefl L/tl PLqTES GRIP
TCLL 200 Pla�eslncrease 1.15 TC 0.q3 Vert(LL) nla - nla 999 MT20 19]/144
TCOL 100 LumbeNncrease 1.15 EC 0.16 Vert(TL) nla - nla 999
BCLL 0.� ' RepStresslna VES VJB OD5 Hoa(TL) 000 3 n/a nla
BCDL 10A Cotle IRC2006/TPI2002 (Matnx) WeiqhC231b FT=20%
LUMBER BRALING
TOP CHORp 2 X 4 SPF Stutl TOP CHORD SVUClural wootl sheaNing tlirectly applietl or 6-0-0 oc puriins.
BOT CHOR� 2 X 4 SPF No2 60T CHORD ftigitl ceiling tlirectly applietl or 1�-0-0 oc bracing.
OTHERS 2%qSPFSWE
REACTIONS (I�/siYe) 1=168/8-5-4 (min.0-0-8�,3=16BI8-5-4 (min.0-1-8),4=269/8-5-4 (min.0-1-8)
Max Horz 1=65�LC 4)
Max Uplitt 1=-24�LC 6),3=29�LC])
FORCES (Ib�-Max.COmp/Max.Ten.-All(orczs250Qb)orlessexceplwhensbown.
NOTES
1)Un�alancetl mo(live loads�ave been wnsitlered for this tlesign.
2)Wntl'ASCE]-05�90mph;TWL=6.Ops(.BC�L=6Dpsf;h=25tt',Cat.IP,Exp B;endosetl',MWFRS Qow-rise)ga01e ena zone and GC Extenor(2)zore',can[ilever left antl right exposetl',entl vertical lefl antl�
ngnt exposed,C-C for members anC torces8 MWFRS forraaclions shown',LianEer DOL=1.15 plale grip�OL=1.15
3)Gable requires conlinuous bottom chortl beanng. �
4)This imss has been Eesigned for a 10 a ps�botlom chord live IoaG nonwnwrrent with any o�her live loatls.
5�'TTis Wss has�een tlesignetl for a live loatl of 20 Ops(on Ihe Ootlom chortl in all areas where a reclangle 3E-0 tall0y 2-0-0 witle will fil belween Ne bottom
chor0 ana any other members. � �
6)Provitle mechanical conneclian(by ot�e�s)o(.�mss lo�eanng plate capa0le ofwirosy�tling t001b uplifi atjoint(s)1,3.
])This Vvss is tlesiqnetl in amoNance with Ne 2006 Intemational Resitlential Code sections R502.11.1 antl R802.102 antl referencatl s�antlarC ANSI/TPI 1.
LOAD CASE(5) Stanaartl
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. •� Job Rekrence(op�io_nal)
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LOADING(psQ SPACING 2-0-0 C51 DEFL in (loc) Iltlefl L/tl PLATES GRIP
TCLL 20.0 Plates Inaease 1.15 TC 0.12 Vert(LL) nla - Na 999 MT20 19]1144
TC�L 1�0 Lumbe�lnaease 1.15 BC. 0.04 Vert(TL) �Id - n/a 999
6CLL 0.0 ' Rep Stress Incr VES VJB 002 Hoa(TL) 0.00 3 nla. nla
BCDL 10� CaEeIRC2006/rP12002 (MaUli) WeighC131b FT=20%
LUMBER BRACING
TOPCHORD 2X45PFStud TOPCHOR4 SWCiuralwooESheathingtlirecUyapplietlor4d0-0OOCpvtlins.
BOT CHORD 2 X 4 SPF No 2 BOT CHOR� Rigid ceiling diredly apPlietl or 10-0-0 oc braang.
�OTHERS .ZX4SPFSlutl -
REACTIONS Qblsize) 1=89IC40-10 (min.0-1-8).3=89/4-1040 (min.04-8),4=14314-00-00 (min.04-8)
Max Horz 1=35(LC 4)
Max Uplifl 1=-13(LC 6�,3=-05(LC])
FORCES Qb)-Max.Comp IMax.Ten..All forces 250 QE)or less ewcep�when s�own.
NOTES
1)Unbalawed mof live IoaGS�ave been consitlere0 forNis Eesign.
2)Wntl:ASCE]-05;90mph',TCDL=6.Opsf,BCDL=fi Opsf;.h=25fl;CaC II;Exp B;enGOSetl�,�MWFRS(low-nse)ga�le entl mne antl GC Etlerior�2)zone;ranlilever lefi antl righ�exposetl;end vertiral lett antl
ngbl expose4;GC(or mem�ers antl forces 8 MWFRS br reactions s�own;Lumber DOL=1.15 pla[e grip DOL=1.15 -
3)Ga�le requires continuovs bottom chortl�earing �
4)This Wss M1as been tlesignad for a 10.0 psf botlom chord live load nomm�current wiN any otM1erlive loatls.
5)`This imss has been Eesignea for i live loatl of 20.Opsf on Ilia�ottom rlio�tl in all areas where a rectangle 3-6-�lall by 2-0-0 witle will fit Eetween th=botlom
rhortl antl any other members.
6)PmviCe merhaniral conneqion(�y ot�ers)of imss to beanng plate capable o(vnlhstanaing W�Ib uplifl aljoint(s)1,3.
7)This Imss is tlesignetl in accoMance with the 2006 InternaGOnal Resitlential Cotle sections R502.1 Y.1 and ft802.102 antl rMerencea stantla�tl ANSI�PI 1.
LOAD CASE�S) Stantlartl
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Job,Rekrence[op(ignall
CARTER-LEE BUILDING COMPONENTS,MOORESVILLE,IN 46150 ].240 s Jun 1B Y01a MiTek InEUSinez,Inc. Tue Nov D9 W.33.30201D Page t
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-��_5-]-B � 113-0 . 123-�� �
i-o-a s-�-e • s-i-e � i=o-o
4x6 = Scale=1309
5
/�
in��
' \\1Sx4 II 1.5x4 II
9.00 �p � ��� 6
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1130
Pla�e Oftse�s(X V)_j8',Edge,0-3_e]
LOADING (psQ SPALING b0-0 CSI DEPL in Qoc) IItlMI Utl PLATES GRIP
TCLL 20.0 Platasinaease 1.15 TC 0.16 Vert(LL) -000 9 nlr 160 MT20 19�1144
TC�L 1�A Wmberincrease 1.15� BC 0.0] Vert�TL) -0�1 9 Nr 120
BCLL 0.� ' RepSMesslncr NO WB 006 Horz(TL) 040 10 Na Na
BC�L 10� Cotle IRC2006/TPI2002 (Matnx) Weigh��.�481� FT=20°k
LUMBER . BRACING
TOP CHORD 2%4SPf No2 TOP CHOR� S�mcwrel wootl sheaNing tlirMly applie�o�6A-0 oc putlins, except en0 vetlicals.
BOTCHORD 2X45PFNO2 60TCHOR� RigiECeilinqElrectlyappfeaor6-pAOCbraung.
WE85 2X45PFStutl - � - �
OTHERS 2X45PFSNe
REACTIONS HII Deanngs 11-3-0:
(Ib)- MaxHOa 16=119(LCS) '
Max Upllfl All upl'R11001b orless at)olnt(s)16,10,14,15,12,11
Max Grav All reactions 250 Ib odess et�oinrys)16,10,13,14,15 12,11
FORCES (Ib)-Max.COmp.IMaa.Ten.-Allforces250Qbjorlessexceptwhenshown.
NOTES
1)Unbalanced roo�live loatls have been consitlereG for iM1is design.
2)lMntl'.ASCE Z�S;90mph',TC�L=6.Opsf;BCDL=6.Ops[h-25Xj Catll;Eep 8;entloseB,MWFRS(low-nse)gable entl zone antl GC Exterior(2)zone-, ..
rantilever lefl and ngM exposetl;enE vertical lefl and ngh�exposetl�,GC for memEers anE forces S MVJFRS�or reactions showq Wmber DOL=1.15 plate gnp
DOL=1.15
3) Tmss Cesignea brwin�loatls ln Ihe plane of[he tmss only. For slvas exposetl to wintl(normal�o��e face),see MiTek"Stanaard Gable End Detail"
4)Ga�le requires continuous botlom chora beanng: �
5)Tmss�obefully sheat�etl from one tace or securely b�acetl against la�eral movement�i.e.aiagonal web7.
6)Gable sWds spaced at 2-OA oc.
])This Wss has�een tlesignetl br a ID.0 psf bottom choN live loatl nonconcurrent wi[�any olher live loads.
8�'This tmss has�een designetl for a live load of 20 Opsf on I�e�otlom Uortl in all areas where a rectangle 3-6-0 tall by 2-0-0 witle will il be�ween the bottom
cho�d an0 any oNer members. �
9)Pmvitle mechanical connection(�y others)of imss lo bearing plate capaEle otwllhstantling 1001b uplifl atjant(s)16,10,14,15,12,11.
10)This tmss is Qesignetl In accortlanrv wi�h Ihe 2006 Mternational Resi4ential Cotle sections R502.11.1 and R802.102 antl re�erenceG stantlaM AN51/!PI 1.
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CARTER-�EE BUIL�ING COMPONENTS,MOOftESVILLE,IN Ofi150 ]2Jp�s 1�n 18 20ID MiTek Intlusines,Inc. Tue Nov�9 09�.a381 30ID Page t
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-1-0-0 6A40 13-1-12 19E44 263-8 27_3E
1-0-0 6d40 ' 6-52 ' 6-5-2 � 6-840 7-0-0
4xB = Scale=1955
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900I12 �,5x4 II fi
1.ritP II
i.sxa II u�� i 6„a II
1.Sx4 II 5,g� � �A 1.5x4 II
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l3S ^aa �, za�se � i� ,aa� �/ �ie �\
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L [. <n,. x x n r._ � ; < �; .��� .
5x8 II 44 45 �24 � 21 20 19 18 16 15 14��13 12 4x8 II
1.5x4 II 3x4 = 22 �_5x4 II 17 46 4�
3�O LSx4 II 3x4 = 1Sx4 II 15x4 II
1.Sx4 II t5xd II 15x4 II L5x4 I 1.Sx4 II
8-]0:5 �10_1581 II 1]-5_3 � 263=8
8-10-5 2-13 ' 6-5-11 8-10-5 '
Pla�e Oftsx(s,(X,Y);_[20_5_b,Etlge]�[5_0-3-Op_30J�[6�,0-i-02,0-1-8],[]0-3-0,0-3-0],[1Q0_5b,Eage�,�23'p-1_-8,0_t_e]
LOADING (ps� SPACING 2-0-0 C51 OEFL in Qoc) Iltle(I UO PLATES GRIP
TCLL 20.0 Plateslnaease 1.15 TC D]0 Vert(LL) -0.13 2-24 >999 360 MT20 iW/144
TWL t0A Wmtierincrease�. 1.15 BC 061 Vetl(TL) -032 2-24 >G22 240
BCLL 0a ' RepStresslncr NO VvH 0.38 Horz(TLJ 002 10 Na Na
6WL ID.0 Coee IRC200G/rP12002 (Natrix) Wintl(LL) 0.04 2-24 �999 240 WeighC2211b FT=2�%
LUMBER BRACING
TOP CHORp 2 X 4SPF SWtl'Excepf TOP CHORD SlrucWral wootl sheaNing Eirectly appliea o�5-Z12 oc putlins.
1-5]-11'.2 X 4 SPF No.2 BOT CHORD Rlgid ceiling directly applietl or 10-0-0 oc�racing.
BOTCHORO 2k45PFNO2 VvE85 T-Brace' 2%45VPNO.3-6-1]
VvE65 2 X 4 SPF SWtl'ExcepC Fasten(2X) T antl I daces to nartow edge of web wi�h 10tl(0.131"x3")nails,6in o.c.
6-�],6-24:2 X 4 SPF No 2 wi[�3in minimum entl distance. -
OTHERS 2 X�4 SPF Slotl'ExiepP Brace must cover 90°ri Mweb leng�h.
6-20'2 X 4 SPF No2
SLI�ER LBfl2X65PFNa24-240,Riq�t2X65PFNO24-2-10
REACTIONS qll Eearings 15-4-0 except(j1=1englh)2=0J-B,22=03-0.
Qb)�- Max Horz 2=241(LC 5)
Max Uplifl All upliR 1001b orlass etfolnt(s)2,1],10,13,12,22
MauGrev All reactions 2W Ib or less aljoin�(s)20,21,19,18,16,15,14,19,12 axcept Y-984(LC 1�,9=81](LC 1�,10=395(LC t)
FORCES Q�)-Max.Comp/Max.Ten.-All forces 250(I�)or less except w�en s�own. .
TOPCHORD 2d=-9451111,3-4=-845I138�d-5=-60]I189;56=E90232;8-9=21N131,9,10=-011I104
BOTCHORD 2-44=-95I6]6,44-05=-95I6]Q-24d5=-9516]6,23-24=�6I305,22-23=36I305,21d2=36/305,
20-21=3&305,1980=36/305,18-19=-36/305,1I48=36/305 �
WE85 6-fl=-53520,&1]=30120],6-24=-103/664,4-24=-351I205
NOTES
1)lJnbalarcetl mot live loatls M1ave�een consitlered for Ihis tlesign.
2)Wintl:ASCE 1A5�,90mph',TCOL=6.Opsf,BCDL=60pst,h=25ft;Cat II6Exp B',enGOSetl-,�MWFRS Qow-rise�gable entl zone an0 G-0 Exterior(2)zone;
cantilever leh antl ngM exposed',enG vetlicxl lefl xn0 nghl exposeqGC foi members antl forces 8 M WFRS for reactions shown:Lumber OOL=1.15 plale grip �
DOL=1]5
3) Tmss designetl forwinG loatls in the plane ofthe Vuss only. Por sNds expasetl�o wintl(nortnal to t�e face),see MiTek"Stanaara Ga�le Entl�etail"
4}Gable sluds spacetl at i-G-O oc. �
5)Thls M1uss has been tlesignetl for a 10 0 psi tiotmm choM live loatl nonconcurrm�wiN any ot�er live IoaOS.
6)'This�mss has been tles gnetl(or a live loatl o�20 Opsf on Ne botlom chorE in all areas where a rectangle 3-6-0 tall Oy 2A-0 witle will fit�epveen�he bottom
c0or0 and any other mem�ars,wi�h BCDL=�10.Ops�.
�T�islru9sscEesignePid ccortla�nce,wiN1Ye20W9[ntemti9YlResi;enbPlCto4esecfionPS9R502Ib19a;0IR802Yt0�qan�tl�reirence4stan4aNAN51rtP1.1. ```\��\�JP�N!"Syq��'/
9 Wamin Hetltonal ermanentan4sUbilit bracm forlmsss stem not artUViiscom onentaesi n salwa sre - �
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14532720
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CARTER�LEE BUILDING COMPONENTS,MOORESVILLE,IN 46158 J240 s Jun 1820t0 MiTek Induslnei,Inc. Tue Nov 0909'33'3320ID Page 1
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1-0-0 ' 6-SA �-9-0 ' 6-5-e ' 1-0-0 '
Srale=138 2
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Pla�e Offsets(%,V�'._�I:O_3_0,0=0-1]�[13;0_4-0,0-2_0]„[iB'Etlge 0-3_9]�j33�p3;0,0-0-0]
LOADING(psf) SPAGING� 2�-0 CSI pEFL in (loc) Iltlell Lltl PLqTES GRIP
TCLL 20D Plaleslncrease 1.15 TC 0.16 Vert(LL) -0.00 19 nlr 180 MT24 i9]/144
TCDL ID.0 Wm�e�lnvease 1.15 BC 0o8 Vert�TL) L.Ot 19 Nr 120
BCLL 00 ' RepShesslnu NO WB OD5 Ho2(TL) 0.00 20 nla nla
BC�L 10.0 CotleIRC2006RP120W (MaVix) WeighCiiBlb FT=20°h
LUMBER . BRACING
TOP CHORD 2 X 4 SPF No YExcepP� TOP CHORp StrucNral wooE sheahing tlireclly applietl or 6-0-0 oc putlins, exwp�entl verticals,
�-13:2 X 4 SPF Slotl and 2-0-0oc putlins(6-0-0 max.):]43.
BOTCHOR� 2X45PFNa2 BOTCHORO Rigiaceilingtlirectlyapplietlor6-0-0ocbracing.
WEBS 2X45PFSWa
OTHERS 2 X 4 SPF Stutl
ftEACTIONS All beanngs 20-8-p. '
Q�)- Max Horz 36=-134(LC 4)
Maz Uplifl NI uplifl 1001p or less at joinQs)38,2q 26,2I,2Q 2E,3Q 32,3q.35,24,23,22,21
Max Grav All reactions 2 W Ib or less al joint(s)36,2Q 25,26;2':28.29,30,31,32,3Q 35,24,23,22,21
FORCES (Ib)-Max.Comp.IMax.Ten.-Allforces250(I�)orlessexceptwhenshown.
NOTES
1)Unbalancetl roof live loatls have�een consideretl for this tlesign.
2)Wna:ASCE 1-05;90mph',TCDL=6.Opsry�BC�L=6.Ops(h=25fl;Cat:II;Exp B:enclosetl�,MWFRS Qow-nse)gable entl mne an0 C-C Extenoq2)mne;
cantilever leR antl ngh�exposetl;entl vetlical left antl nghl exposeP,GC for mem�ers an0�orces 8 MVJFRS for reactions sbown;Lumber DOL=1.15 plale grip
DOL=1.15
3) Tmss designed(or winE loads in the plane of�he truss only. For sWtls exposatl to wintl(nortnal ro[he taceJ,see MiTek"Standartl Gable En0 Detail"
4)Pmvitle atlequate tlrainage to preveqt water ponding.
5)All pla�es are LSx4 MT20 unless otherviisa indiwtetl.
6)Gable requires conlinuous botlom chortl bearing.
])Trvss�o�e(ully sheat�ed trom one tace or sewrely EraceE against lateral movement(i.e.diagonal web).
8)Gable sW tls spacea a�L4-0 oc. .
9)Thls tmss has�een tlesignetl br i 10.0 ps(botlom chortl live loatl nomm�wrrent vnlh any ot�er live loatls.
1o)'T�is Imss has Eeen�eslgned for a live load of 20.Opsf on t�e�o[lom cho�tl in all areas where a rectangle 3b-0tall by 2-�-0 witle will(t between IM1e bottom
choM antl any oNe�members.
t1)Pmvtde mechenlcel mnnecilon(by others)of imss�o beering plate dpable ofwithstanding.1001b upllft et�oint(s)3Q 2q 28,9,28.29,30,32,34,35,2q 23,
22:21.
12)TM1is tmss Is designetl in�accortlance wilh Ne 2006 IntemaVional Resitlential Cotle sections R502.11.1 antl RB�2102 antl referenceE stanOarE AN51/rPl 1.
13)Oesign assumes 4v2(flat orienlation)putlins al oc spacing inGiciteQ fastene]to tmss TC wI240a nails. \"��\\I�������I�/���// /
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' CARTER-LEE BUILOING COMPONENTS,MOORESVILLE IN 46158 ]240 s Jun t 8 Yo1�MiTek IntlusGes,Inc Tue Nov 09 093333]Ot� Page 1
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�,1-0-0. 53-12 I 10-<-� 15�4-0 . 20_B-0 21-8-0�
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4x6 I I Scale=1'S0.0
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0xB I I 3x4 = 3x6= 3x4 =
6-11 13 13-BJ �20-8=0
� 6-1133 ' 6_8_5 ' 6-_1113 �'
I PIareORSets.(X,V);_[2:O:5;fi,Etlge]„[B_0-Sb,Eage]
LOA�ING (ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tlNl Ua PLpTES GRIP
TCLL 200 Plateslncrease 1.15 TC o26 Vert(LL) -q�p 10-12 >999 360 MT20 19]I14A
TC�L 10.0 Lumber Increase 1.15 BG 0.51 Vetl(TL) -0.18 1042 �999 240
BCLL 0.0 ' Rep Stress Incr VES NIB 0.11 Hoa(TL) 0.03 8 Na Na
BC�L 10o Cotle IRC2006/TPI20W (Idatnz) VNntl(LL) 002 2-12 >999 240 Weigh[981E FT=20%
IUMBER BRHCING
TOPCHOftD 2X45PFNO2 TOPCHORD SVUCNralwoodsbealhing0irec�lyapplietlor5-9-Socputllns.
' BOT CHORO 2 X 4 SPF No2 BOT CHORD Rlgitl ceiling tlirectly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF No.YExcepP �
640,4-12:2 X q SPF SNtl
S�IOER Left2X65PFNa23d1,Right2X6SPFNa23-04
REAQIONS QWSize) 2=954/0-&6 (min.0-1-8),8=954/0-3-8 (min.04-e)
Max Ho2 2=192(LC 5)
Max Uplifl 2=63(LC 6),8=S3�LC]J
FORCES (I��-Max.Comp./M�.Ten.-Allforces250(Ib)orlessexceptwhensaown.
TOP CHORD 2-3=-1156I83,3J=-99FJ104,4-5=d028/1]9,5b=-1028I179,&i=-99N104,]-8=4156I83
BOT CHORD 2-02=-3]I828,1142=0/595,11-13=0I595,10-13=0I595,840=0I829
WEBS 5-10=-]�I458,542=-]]I455
NOTES
1)Unbalancetl mof live loatls have been consitlered for Nis tlesign.
2)lM1hnB.ASCE l-O5;90mph;TCDL=6,OpsY,BCD�=fi.�ps[h=25fl;Cat II;Exp B',entlosed;MVVFRS(low-nse)gable entl zane and GG Extenor(2J zone;
can�ilever left antl nght exposed;entl vertical lefl and ng�t expose4GC for members antl torces 8 M WFRS br reactions showq W mber OOL=1.15 plate gnp
�OL=L15
3)This truss has been tlesigned(or a 100 psf botlom choN live load nonconcunen�with any olher live loads.
4)'T�is tmss pas been tlesignetl(or a live loatl of 2a�ps�on�he bottom chora in all areas where a rectangle 3E-0 tall by 2-0-0 witle will Ot between the Uotlom
chortl aM any other members,with BCDL=10.Opsf.
5)ProviGe macM1anlcal conneClion @y others)of Wss to Geedng plate capable of withstentling 10016 upllfl aQolnrys)2.8.
6)This Iruss Is tlesignetl in accottlance wiN the 20061n1emalional ResiGential Cotle sections R502.11.1 antl R802.102 antl referencee stanaara ANSIRPI 1.
LOADCASE�S� StanEartl
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� WnR��Nf V p(y d 'yn p tl REAIJ NOTFS 09 THIS A\p INCLUIIF�MITEh REFEAENCE PAG£MII'!9]3 BEFYJFE VS6.
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Job Trvss TmssTYPe i tY Pty CT2A
�07008068..� T73A COMMON .p � 14532722 I
� Job Rekrence(op�ianal)
CARTER LEE BUILOING COMPONENTS,MOOftESVILLE;IN 4fi15B ].20p s Jun i82010 MiTeh Intlus�nes.Inc. Tue Nov 09 09'.33]C 1010 Page 1
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LOAOING (psQ SPACING 2-a-� CSI OEFL in Qoc) I/tleil Lltl PLATES GRIP
TCLL 20.o Pla�eslnvease Y.15 TC 026 Vert(LL) -0.12 9-11 >999 360 MT20 1W1144
TCDL 100 Wmberinaease 1.15 BC 0.52 Vert(TL) -0.1B 941 �999 240
BCLL �.0 ' Rep Stress Inrz YES VJB 0.11 Horz(TL) 0.03 ] nla n/a
BWL 100 Co4eIRC2006/rP12002 (IAalnx) VNnO(LL) OD2 1-it >999 240 Weight9➢Ib FT=2�k
LUMBER BRACING
TOP�CHORD 2 X 4 SPF No 2 TOP CHORD SVUC[ural wootl sheathing tliredly applietl or 5-Z2 oc pudlns.
60T CHOR❑ 2%4 SPF No 2 BOT CHOR� Rigitl ceiling airectty appliea or 10-0-0 oc breqng.
WEBS 2%4SPFN02'EtcepC
5-93-1L2�X45PFSWtl
SLIDER Lefi2X6SPFNO23-0-0,Righ�2%65GFNO23-C4
ftEACT10N5 (Iblsize) 1=893/03A (min.O4-e),�=956/0-3-8 (min:0-0-8) '
Ma�Horz 1=485(LC 4)
Ma�Uplifl5=d1(LG 6),]=L3(LG])
FORCES (Ib�-Max.COmplMax.Ten.-AOPorces250(Ib)orlessexcep�whenshown.
TOPCHORD 1-2=-1160/85,2-3=-1000/1W,3-4=-1036I182,4-5=dp31/180,5E=-998/1p6,6-]=-1158/84
BOT CNORD 1-11=-41/834,10-11=0/59],1042=WSW,942=0/591,]-9=�/830
WE85 4-9=-0]I456,4-11=-811461 �
NOTES
i)Unbalanwtl roof live loatls�ave been consiaered tor�his tlesign.
2�WinC'ASCE 9-05�,90mph;TW L=6.Opsp BC�L=6_Opsf;h=25tt',Cal.II;Exp B;endomQ MVVFRS(low-0u)gaNe enE zone a�tl GC Extenor{2J zone;
wn�ilever left antl ngh�exposetl',ena vehiral lefl an0 ngh�ezposetl',GC(or m.mbers antl forces 8 M WFRS tor reactions showq W mber�OL=1.1'plate grip
DOL=1.15
3)This Wss�as been designea for a 10.0 psf botlom chor0live IoaO noncunwrr=_n�wilh any other live loatls.
4)'This Vuss has�een designee for a live loatl of 2�.Ops(on ihe bottom chor0 in all areas where a rectangle 36-0�all�y 2-0-0 witle will(t between t�e�oVOm
chord ard any other members,wilh BCDL=100psf.
57 Pmvitle machamol wnnecYlon(�y otM1ers)of Vvss�o�ea�in9 P�atB capable ofwl�hs�antling t001b upllfi etfoint(s)1,]. �
6J This lmss is Gesignetl In accortlanw with Ihe 2006 International Resitlen[ial Cotle sections R502.11.1 antl R802.10.7antl referenced stantlartl ANSI/TPI'1.
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M� AqRY1NG V`ifi tl gn p tl REf�NOTES ON TIIIS AN�INCLVUE[J MITt,K ftEFFN6�CE IACE MII>4]3 dt FONE USt,
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14532723
� Jo�Reler _ce_(.ptionalf
CNRTER-LEE 9UILOING COMPONENTS;MOORESVILLE�M 4fi15B ]240 s Jun iB 2010 MiTek InOUSines,Inc. Toe Nov 09 09 3336 2010 Paqe 1
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4-0-0
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LOADING (psFl SPFQNG� 2-0-0 CSI OEFL iq Qoc� I/tlefl IJtl PLqTES GRIP
TCLL 20.0 Plaleslnvease 1.15 'TC OA5 Vert�LL) 0.00 1 nlr 180 MT20 19]/i44
TCDL 100 Wm�eNncrease�� 1.15 BC 0.18 Vert�TLJ 0.01 1 Nr 120
6CLL �0.0 ' Rep5lresslncr NO WH 0.00 Hoa(TL) 0.00 4 Na Na
BCDL 100 CodeIRC2�WRP12002 (Ma�nx) WeighC121b PT=20%
LUMBER BfiACING
TOP CHORD 2 X 4 SPF SWd . TpP CHORD SWCNraI wootl sheathing directly applied or 4-0-0 oc putlins, except end verticals.
BOT CHORD 2 X 4 SPF No 2 BOT CHORD Rigitl ceiling tliredty applietl or 10-0-0 oc bracing.
wEes 2xa5PFSwa
REACTIONS (IWSize) 4=14614-�-0 (min.0-t-8),2=222/6-0-0 (min.0-i-8)
Max Ho¢p=49(LC 5)
M�Uplitt 4=-12(LC fi),2=A6(LC 4)
FORCES (I�)-Max.Comp./Max.Ten.-Allforws250(Ib)orlessexcep�whenshown.
NOTES
1)Nhntl'ASCE I-0S�,90mph�,TCDL=6 Opsf,BCDL=60pst,h=25tt:Cat II�,Erp B;enGOSetl',.MWFRS Qow-nse)gable entl zone anE GC Exlerior(2)zone;cantilever left and right exposetl;entl vetlical left antl
nght exposee',C-C for mem�ers antl to¢es 8 M WFRS for reactlons shown',Wmber pOL=1.15 plate gnp DOL=1.15
2) Tmss�esignetl fotwintl loads in Ihe plane of Ne Vuss only. Por slutls exposeJ lo wintl(nortnal ro the face),see MiTek�5tantlartl GaCle Ena Oetail"
3)Ga�le requires continuous�otlom chord beanng. ��
4)Gable sWds spacetl at 2-0-0 oc.
5)This Iru:s has Eeen tlesignetl br a�10.0 psf bo�tom chortl iive loatl rencancurrsnt with any p(her live loatls.
6)'This imss has�een designee br a live loatl of 20.Opsf on Ihe boVOm chord in all aieas wM1era a redangle 3E-0 tall by&0-0 wiee will fit belween�he bo�tom
chore ana any o0er mambers. -
])Pmvide mechanical connec[ion(by.others)ot Wss to�eanng plate capable otwithstanaing 1001b uplift atjoin�(s)4,2.
8)This tmss is designetl in accordance with the 200fi In�emational Resitlenbal CoEe sections R50p,�y�ana R802.102 an0 referenced stantlertl ANSIrtPI 1.
LONDCASE�S) S�antlartl
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Job Relerence(optionap
CARTER'�EE BIIILpING COMPONENTS,MOORESVILLE,IN Afi159 J.Y40 s Jun 18 2010 MITek InausVies,Inc. Tue Nov 09 04333C 2010 PaBe i
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4"0-0
4-0-0
LOADING (psf) SPALING 2-0-0 CSI OEFL in (loc) Vtle(I Utl PLATES GRIP
TCLL 200 Plaleslnaease 1.15 TC 0.34 Verl(LL) -0.01 2-0 >999 360 MT20 19]I144
TCDL 10D Lumber Increase 1.15 2C 0.15 Vetl�TL) -0.03 2-0 >999 240
9CLL 0.0 ' RepSkesslncr YES VJB 000 Horz�TL) 0.00 A Na nla
BCDL ID.0 Co4eIRC2006RP12002 �MaMxJ NAntl(LL) 0.00 2 "" 240 Weigh[121b FT=20%
LUMBER BRACING
TOPCHOR� 2%45PFSNo TOPCHORD SVUCWalwootlsheaNingtlirectlyapplietlorq-0.0ocputlins, exceplenaverticals.
8OT CHOR� 2 X 4 SPF Na2 BOT CHORO Rigid cailing directly apPlietl or i0-0-0 oc�racing.
WEBS 2X4SPFStuE
REACTIONS (Ib/size) 4=13810.3� (min.04-8),2=228/0-3-8 (min.0-1-9)
Max Horz 2=49(LC 5)
Max lJplitt 4=10(LC 6�,2=-51�LC 6j
FORCES (Ib)-Max.COmplMae.Ten.-AOforces250�1b)orlessexceptwhenshown.
NOTES
1)WfnB.ASCE]-�5�,90mph�,TWL-6.Opsf',BCDL=80pst,fi=25X�,Ca[If Exp B-,endosed:MVVFRS Qow-nse)ga�le entl zone antl GC EMenor�2)xone',cantilever IeX ane rigM exposad-,en0 vetliwl lefl antl
nght exposetl',C-0 tor members an�forces 8 M WFRS for reactions shown;Wmber DOL=1.15 plate gnp�OL=1.15 � �
2)This tmss has Geen Designetl for e 10.0 ps(boVOm charG live loatl ndnconcurten�with any other live loads.
3)'This Imss has been aesignea tor a live loatl o(20.Dpsi on t�e Eo¢om cF�ortl in all areas where a redangle 3-6-0 lall Ey 20-0 wide will fil beM1Veen t�e�ollom chorE anG any.ot�er members.
4)Provlae mechamcal oonnedlon @y others)oflruss to beanng plete capable otwithstan0ing.ID�Ib upliR atjotnt(s)q 2.
5)This Iruss is designetl in accordance with�he 20061nlemational Residential CoJe sections R5W.11.1 and R802.102 ane referenced stantlaM ANSIRPI 1.
LOA�CASE�S) Standartl
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� Job Reference(op)ional)
• CARTER-LEE BW�pING COMPONENTS;MOORESVILLE,IN 4fi15B Z240 s Jun 18 2o10 MiTek Intluslries,Inc. Tue Nov 09 09:33:34 2010 Page t
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TCLL 20.0 Plateslnaease 1.15 TC 0 45 VeR(LL) 0.00 1 �Nr 180 MT20 19]/144
TC�L tOD Lumber lnaease 1'.15 �BC 0.16 Vert(TL) 0.01 1 Nr 120
BCLL 0.0 ' RepStresslncr NO WB 000 Hoa(TL) �.00 4 nla n/a
BCDL 100 CotleIRC2006/TPI2002 (Matnx) WeighC121b FT=20%
LUMBER BRACING
TOP CHOR� 2%4 SPF SWtl i0P CHORD StmcW�al wootl shealhing Directly applied or 4-0-0 oc putlins, eycepl end vetlicals.
BOT CHORD 2 X 4 SPF No2 BOLCHORp Rigitl ceiling directly appliea or 10-0-0 oc�racing.
WE85 2X4SPFSIUtl
REACTIONS Qblsize) 4=146/4-0-0 (mlrt o-1A),2=22Z4-0-0 (min.0-1A)
Max Horz 2=42�LC 5)
Mex Upllfl 4=-N(LC B),2=46(LC 4)
FORGES Qb)-Max.Camp/Max.Ten.-All(orces250(I�)orlessexceptwhenshown.
NOTES
1)Wne:ASCE]-05;90mph;TC�L=6.Opsry.BWL=6.Opst;h=25fl�,Cal.II;Exp B;enGOSed,MVvFRS Qow-rise)gable end rone antl GC Extenor(2)mne�,rantilever lefl antl nght exposetl;end vetlical left antl
ngh�exposeC:FC ror members antl brces 8�M WFRS for reactions s�owq Wmber DOL=1.15 pla�e grip DOL=1.15
2) Tmss aesignetl forwintl loads in the plane of Ihe Imss only. PorsWds exposetl to wind(normal�o�be face�,see MiTek"Slantlar0 Ga�le Entl�elal"
3)Gable requires conlinuous boVOm cM1ortl beanng.
4)Ga�le stutls spacetl at 2-0-�oc. .
5)This truss has been tlesignee for a 10.0 psf botrom chora live loatl nonwncurrent wltM1 any other live loads.
6)'T�is tmss has Oeen tlesigned for a live loatl ot 20.Opst on ihe botlom chortl in all areaswM1ere a�rectangle 3-6-0 tall by 2-0-0 witle will f�between tM1e�otlom
chora anE any other mem�ers. � -
1)Provitle mechanical connection(by olhers)of tmss to beanng pla�e capa�le o(withstanaing too Ip uplifl atjoint(s)q 2.
9)This Wss is designetl in accordance wi�h�he 2�O61�temational Re5i0enlial Cotle seclions R5o2.11.1 antl R802:102 ana�e�e�encetl stantlartl ANSVTPI 1.
LOHD CASE�S) Standartl
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ID'.6kb607FWKjVyfGVbPlhtyKZN_6kb607FWKjVyfGVbPIhWqAVDqzcAg2fL8CcyKZN_ I
'1-0-0 4-0.0
' i-o-o � a-0-o .
Srale=1:10.1
3
1.5x4 P/
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350 12 �� �
i� � I I
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ol �/� ..� �\ /�
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4=0-0
a-a-a
Pla�e Oftse�s_(X,V)'._[2',04-13,0-b2]
LOADING (psQ SPACING 2-0-0 L51 DEPL M (loc) Iltlefl IJE PlATES GRIP
TCLL 20.0 Plateslnaease 1�.15 TC 0.34 Vert(LL) -001 2-0 >999 360 MTpo �9�rydy
TCDL 100 Wmtierinaease 1.15 BC 0.15 Vert(TL) -0.03 2-4 >999 240
BCLL 00 ' RapSVesslna VES WB 0.00 Harz(TL) 000 4 nla n/a
BCDL 140 Code IRC2006/rP120�2 (pAalnx) Wntl�LL) 0.00 2 "^ 240 Weighl'121b FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF Stutl TpP CHORD SWCiural wootl sM1eatning direclly applied or 4-0-0 oc putlins, except entl verticals.
BOT CHOR� 2 X 4 SPF No 2 BOT CHORD Rigid ceiling aireIXly applied or 10-0-0 oc bredng. �
WEBS 2%45PFSNa '
REACTIONS Qb/siie) C=1381�3� (min.0-1-8),2=228I03-e (min.04-8)
Max Horz 2=42(LC 5) �
Max Uplift4=-10(LC 6�,2=-52(LC 4) '
FORCES (Ib)-Max.Comp.IMax.Ten.-All torres 250(I�)or less except when shown.
NOTES
i)WinQ.ASCE]-05',90mph;TCDL=6.�psf;'6WL=6.Opsf h=25ft',Cat II',Exp 6;enGOSetl',MWFRS(law-nse)gable entl rone antl GC EAenor�2)zorie;cantilever lett and nqht exposed�,entl vertical lefi an0
ngb[exposetl�,GC for members anE forces 8 MVJFRS for readions shown',Lomber DOL=L15 plafe grip DOL=1.15
2)This imss has been tlesignetl for a 10.0 pst botlom chortl live loaa nonwnwrr=nt wi�h any other live loaas.
3)'This imss has�een Gesignea for a live loatl of 20,Opsf on Ihe Eottom chora in all areas where a reIXangle 3E-0 tall by 20-0 wide will fit between[�e botlom
cM1artl ara any olher members. � � �
4)PmviCe mechaniral mnnection @y others)of Vuss to Eeedng plafa opeble oiwphstending t001b upllfl et)olnt(s)4,2
5)This huss is tlesigned in accor0ance wlVt the 2006 Intemational Resitlen[ial Cotle sections R502.11.1 an�R902.102 antl referenretl standartl AN51/TPI 1.
LOAD CASE�S) StanGard
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LOADING (psf) SPACING 2-0-0. C51 DEFL in (loc) Iltlefl L/tl PLqTES GRIP
TCLL 20.0 Plateslnaease 1.15 TC 0.59 Vert(LL) -0.03 2-4 >999 36� MT20 i9]/144
TGDL ID.0 Lum�erinuease 1.15 BG 024 Vetl(TL) -0.�] 2-4 >]6] 240
BCLL 00 ' RepS�resslncr VES VJB 0.�0 Horz(TL) ODO 0 Na nla
BC�L 10.0 Coae IRC200fiRP12002 (WaMx) Wintl(LL) 000 2 •'° 2G0 WeighC 151� FT=20%
LUMBER BqqCING
TOP CHORD 2 X 4 SPF SWtl TOP CHORD Sfrupural wootl sheat�ing�irectly applied or 5-0-0 oc purlins, exwp�entl verticals.
BOT CHORD 2 X 4 SPF No2 60T CHORD Rigitl ceiling tlirectly applietl or 10-0-0 oc braang.
VvEBS 2 X 4 SPP Stutl
REACTIONS (Iti/size) 6=190/0-3-8 (min.0-0-8),2=265/0-3-8 (min.0-1-8)
Max Horz 2=61(LC 5)
Max Uplift4=16(LC 6),Y--53(LC 4)
FORCES Qb)-Max.Comp./Max.Ten.-Ap fome5250 Qb)or less except when Sbown.
NOTES
1)Wmd�.ASCE]-05�,90mp�;TCDL=6 Opsf,BCDL=6.Ops[h=25fl;WL II;Exp 6;entloseP,MWFftS Qow-nse)ga01e entl rone antl C-C Extenor(2)zore;cantilever lefl antl nght exposetl'end vertiral lefl and
nght exposeE',GC for memEers antl forws 8 MWFRS tor reactions shown;lum�er-0OL=1.15plate qnp DOL=1.15
2)This Wss�as been tlesigned tor a 10D psi botlom chortl live loatl nonconwrrent wilh any oroer live loatls.
3)'This imss has Eeen tleslqnetl for a live load ot 20.Opsf on tM1e boXOm chortl in all areas where a reclangla 3E-0 tall�y 2-0-0 wiee willlt between�he�otlom c�orG ana any otM1er members.
4)Pmvide merhanical wnneclion(Ey ot�ers)of tmss�o beanng plate rapable otwithstantling 1001b uplifl atjoint(s)4,2. .
5)This imss is tlesigneE in accortlance wi�h Ihe 20061ntemational Residen�ial Code setlions R502.11.1 antl R802.102 antl referencea stanaartl AN51(I'PI i.
LOAD CASE�S� Stantlar0
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5_2-1 I 10-4-0 I 15-545 20=8-0 21-e-0
� 5-2-7 5445 5-145 ' 5-2-1 �i-0-0
4x6 I I Scale=1�.5�]
� Camber=1116 in
3
.'�\\
�
\\
9.00 12 ��� �
3x6 'i / �
/� �� 3u6 ��
a � /)�� �� �
io� ����� 3 B ��T'3��
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1 ��� ��p ��� �4-8� 4] �VA
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o , ��` �a
=i
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3xfi II 6x8 — 1�x10 = 3x6 II
�_5.-2-1 10_4_0 15-5g5 20=8-0 I
5-b1 5-1-15 5-1-05 5-2-1
Plate_Ottsets_(X�V)�_[L0-0-p 0-0_10],[S;Etlge,O 0-10J -
LOADING (psQ SPACING 2-0-0 C51 DEFL In (loc) Iltleil IJd PlATES GRIP
TCLL 20.0 Plateslnaease 1A5 TC 441 Vetl(LL) -0o4 B >999 360 MT20 19]/tqq
TCDL. 10A Lumber Inaease 1.15 BC 0.16 Vert(TL) -0.13 &10 >999 240
BCLL 0� ' Rep Slress Incr NO V✓8 0]3 Norz(TL) �.02 5 nla n/a
BWL 10.0 Code IRC2�06/rP12042 (IAatnv) Wintl(LL) 002 8 >999 240 WeighC26llb FT=�O%
LOMBER 6RpdNG
TOP CHOftD 2 X 4 SPP No 2 TOP CHORD SVUCW�aI wootl shea�hing airectly 5pplied or 5-9-i t oc putlins.
60T CHORO 2 X 1�SVP 2400F 1�.BE BOT CHOftD Rigid ceiling Eiretlly applied or 10-a-�oc bracing.
WEBS 2X45PFSWtl �
REACTIONS (Ib/slze) 1-�R�1]Ip3-8 (min 41-9),Cr-3]8B/03-e (min.04-9)
Max Hoa'1=-i94�LC 3)
FORCES (I�)-Max.Comp/Max.Ten.-All fo¢es 250(Ib)or less except w�en shown.
TOP CHORD 18=-4533/0,23=-31801�,3-4=3180I0,4-5=-0529I0 �
BOTCHOftD 140=0/3431,9-1�=013431;6-9=0/3431,]-8=0/3425,5-]=0I3425
WEBS 3-8=0/3380,4-8=-1239/0,4-�=0I1@6,2-8=-024]I0,2-10=0A431
NOTES
1)2-pIy Vuss ro be connectetl togetherwi[�100(0.131"x3")nails as follows'.
Top chobs connectetl as follows 2%4-i row at 0-9-0 oc. .
Bottom chortls connedetl as tollows'.2 X 1�-2 rows a10-9-0 oc.
WeDS wnnectetl a5 tollOws:2 X 4-i mw at 0-9-0 oc�
2)All IoaES are consitleretl equally applietl�a all plies,excepl it noletl as tron[(F)or back(B)tace in the LOAD CASE(5)section.Ply to ply conneclions have been
proviaeo to tlis�nbute only loads notetl as(F)or(8),unless otherv+ise indica�ed.
3)Un�alancea mo�live loads have been consi�eretl for Nls�esign.
4)Wmtl'.ASCE]-05',90mph;TCOL=6.Ops[BC�L�.Ops[h=25ft',-0at II',Exp B:enGOSed�,MVVFRS Qow-rise)ga�le end mne;canWeve�Jett ana�igM expose0;
entl vetlical left antl nghl exposetl',Wmber DOL=1:15 plate g�ip DOL=1.15
5)This tmss has been tlesignetllora 10.0 ps/�ottom chore live load nomm�curr=n�with any otheqive IoaES.
fi)'This Iruss has�een tlesignetl for a live loatl of 20 Opst on Rie bottom chortl in all ar2as where a redangle 3-6-0fall by 2�-D wide will fi�behveen ihe boVOm �
cftoN arG any other members.
])T�is imss is tlesignetl in accordance with t�e 2006 Intemational Resitlential Cotle seclions R502.11.1 antl RB02.ID2 antl referencea standard ANSVTPI t.
e)Loatl case(s)1,2,3,4,5,6,9,8,9,10 haslliave been motlifetl.Builtling tlesigner musl review loaas to venfy that ihey are correct for Ne inlenEeG use ot iM1is
Imss.
10A0 CASE�S) Standartl
�1)Regular:W mbe�Inaease=1.15,Plate Inuease=1.15 \_w\���,i�����II(���
Uni�ortn Vetltl 13 60,3b=b0,L5=-305�F--285) ��`���vP N� Sh ����/�
2)IBC BC Live Wmber.lncrease=125,Pla�e Increase=l 25 �O C�' ,•
unimrm�oaas�pi� ��P�:�G�STE��.,9� �
R
Vert'.1-3=-20,38=20.1-5=-24�(F-208) ;�Q' Q�'•, � /�
3)MVVFRS Wnd Lefl�.Lomber Inaease=1.15,Pla�e Increase=1.15 � PE��9����8 �
Unitortn Loatls(pl� — —
Vert 1-3=15,35--9;56=3,1-5=4]3(F=101) ❑ • : [ • �C
Ho¢1-3=3,3-5=21,5E=15
4)MWFRS Wintl Right Lumber Increase=1.15,Plate Increase=1.15 � "� �• $ QF � � J
unlfarm�oeas(p�p ' � .���4 �
Vert:1�=9,35=15:6b=-o,i-�-ii3(F=-iai) �� ''NDIAN,.+' �
Ha¢1-3=-21,3-5=3,5-6=12 i/� S l ]y�\A ♦
5�MWFR51stWinOParelleLWm�erinaease=1.15,PIatelncrease=1.15 � �(Qf�l�;\``�
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'LOADCASE(S) Stantlartl
Uniform Loatls(pIQ
Vetl'13=19,3-5=9,56=5,1-5=-94(F=-82)
Hoa:13=-31,3-5=21,5-6=1I
6)MWFRS 2ntl VJintl Parsllel:LumberJncrease=l.iS,�Plate Increase=1.15
Llnitorm loeds�plfl
VerL 1-3=8;3-5=19,56=31,1-5=94(F=-82)
Horz'13=21,3-5=31,56=43
]J MWFRS 3rtl Wind ParelleL WmEer Incraesc=1.15,Pla�e Inueese=l 15
Unifom�loatls(pin �
Vert 1-3=6,3-5=2,5-6=3,L5=-119�P=-10])
Horz:13=-1 B,3-5=14,%=9
8)MWFRS 4M WnE Parallel:Lum�er Inuease=1.15,Plate Invease=1.15
Unifoim Loatls(pIQ
Vep:13=2:3-5=6.%=18,1-5=-119(F--14])
Haa'.13=44;3-5=16,56=30
9)1 st unbalancetl Regula[W mbe[Indease=1�.15,Plate Inaease=�,�5
Umform LoaES(pIQ
Vert 1�-3=50,3E=-20;1-5=305(F=285)
10)2ntl unbalancetl Regular'.Wmbe�Increase=1:15,Plate Inaease=lJ5
Uniform Loatls�plq
Vert'.t-3=-20,3frE0, 15=3�5(F=285)
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1-0-0 4-0.g qq.p t 3-9 0 ' 41 0 • 4-0� �1-0 0 I
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3x12 = 3x4 =
i 8:5-8 12¢-8 20_8=0
8_5_-8 ' 3-9-0 ' 8-5,8�
Plate Oftse�s(X,�j2�.Q5-6,Edge�,.(5'.0-0 0,0-2-Oj,_�6_OG=0,0-2_���(9_0-5-6,Edye7
LOAOING(pst) SPACING 2-0-0 GSI OEFL in Qoc) imen Lld PLqTES GRIP
TCLL 20.0 Plateslnuease 1.15 TC 029 Vert(LL) -0.11 9-11 �999 360 MT20 19]I144
TC�L 10.0 Lumberinaease' 1.15 6C 0.53 Vetl�TL) -02] �9-11� �913 240
BCLL 00 ' RepSiresslocr VES VJB 0.12 Hoa(TL) 003 9 nla n/a
BCDL 100 CotleIRC2006/TPI2002 (Malnx) Wnd(LL) 0A2 13 >999 240 WeighCiDllb FT=2�%
LUMBER BRACING
TOPCHORO 2%45PFNOYExcepC TOPCHORO Stmcluralwoodsheatl�ingtlirectlyapplieeor6-0-OOCputlins,excepl
5§'.2 X 4 SPF SNd 2-0-0 oc putlins(6-0-0 max.�;5E.
BOT CHORD 2%4 SPF No2 BOT CHORO Rigid ceiling tlireNy applietl or 10-0-0 oc b�acing.
WEBS 2%45PFSWtl
SLIDER Lefl2X65PFNa22-9-1,�Right2X65PFNO22-9-1
RFACTIONS Qblsize) 2=88]/Od-8 (min.04-8),9=88]/0-3-8 (min.0-0-8)
Max Horz 2=180(LC S�
Max Uplin2=-SB�LC 6),9=58�LC])
f-0RCES (�pj_Max.Comp./Mac.Ten.-All forces 250 Q�)or less except when shown.
TOP CHORD 2-3=-1046/9],3-4=-9001125,45=-846/133,56=-623/140,6-0=-B46/133,7-8=-899I125,8-9=-1046/W
BOTCHORD &13=-fiip46,12-13=0/623,11-02=0I623;9-11=404fi
WEBS 5-13=-02I8,6-11=-002]8
NOTES
i)Unbalancatl mof live loatls have oeen consideretl for this tlesign.
2)WinP.ASCE A05',90mpk,tCOL=6.Opsf;BWL=6.Opsf;�=25X',Cal II;Exp B;enGOSeQ MVVFRS Qow-nse)gaEle entl mne antl GC Ezterior�2)zone;
rantilever lefl antl right exposetl;entl vertical IeX and ngM exposed',GC for members anG forces 8 MWFRS�or reactions shown;Lumber DOL=1.15 plate grip�
DOL=1.15
3)Pmvitle atlequale tlrainage to prevent wafe�ponding.
A)T�is Vues has been tlesignetl for a 10 0 psf�ottom rhord live loaa nonconcurren�wi�h any other live loatls.
5)'This Wss has been tlesigneC tor a live load of2o.Opsf on ihe bottom chora in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi0 fit belween Ihe bottom
cnortl ana any omer members.
6)PmNde mecM1anlcal connecHOn(oy o�hers)of tmss to�eadng ple[e rapable of withstanaing 1001b upIIR et)oint(s)2,9.
])Thls Iru=.s is tlesignetl in awoNance with Ne 20061ntemational Resitlential Cotle udions R502.11.1 anG R8�2.102 an�referencetl stantlard ANSVTPI 1.
6)Design assumes 4r2(flat onenlation)purlins a�oc spaung intlica�eQ fastened b huss TC w1210tl nails. -
IOAD CASE�S) Stantlard
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