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Home My WebLink About14070101 Truss Plans ; �� I g �� . � '�Tek� MiTek USA, Inc. 14515 North Ouler Forty Dnve Suite 300 Chesterfield,MO 63017-5746 314 434-1200 Re: 13001 10 3000 B GREEK REVIVAL The Vuss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided'by 'I'imberland Home CenterBrazil, IN. Pages or sl�eets covered by thisseal: 120174327 thru L201 14363 My license renewal date for the state of Iodiana is July 3],2014. Lumber design values are in accordance with ANSl/TPI 1 section 63 Tfiese truss designs rely oo lumber values establisl�ed by others. '\`�1��\UE,GANG�l,��i 'f' '• G '', 'GiS7�q �, � :Q,� Fp•.. - � �NO. 19900415 '; = _ � . : STA7E OF ' 4' � %��.c ':;N��AN?''�<"k'�� .`. }� ' ' �lll !/,/��SSJ�NAtti� '��\� jf/�//711fl11{it��1�1` � February 13_2013 Liu, Xuegang The seal on these,d'rawings indicate acceptance of proSessional engineering responsibility solely for the truss components shown_ The suitability'and use of this component for any particular building is tt�e responsibility of the building designer,per ANSI/TPI 1, , JO� Tmss TmSSType Oty PIy 3DODBGREENREVIVA� 1201143�) !� 13001ID A MONO W/LEDGEft POCKEf 1 Job Reference o tional) TimGetlanO Wmber Company,In]ianapolis.IN 462t8 ]250 s Aug 25 20�i MiTek IntlusNes,Inc Tue Feb 12 08:50:50 2013 Paqe 1 ID:Iwg7ulO5GJGVm?_121g75Ly4V5X-HGRFAIU3Z9FhM9RETR6E5N9Gtg8AF]AiSQiVpzlx I -0dta 5-11A � — 041J 5-11-8 Scele=1:13 3 2x4 II 3 300 12 5 2 � ' 2x8 = 0 2x4 II 5-11-8 5-11 b � LOAOING(ps� SPACING 2-0-0 C51 �EFL in (bc) Ildefl Ud PLATES GRIP TCLL 20.0 p�ates Increase t15 �TC 0.55 Vert(LL) -0.06 2-0 >999 240 MT20 197/144 (RoofSnow=20.0) Wmbeclnaease 1.15 BC 035 Vert(TL) -0.15 2-4 >440 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) O.DO 4 Na n/a BCLL �.0 Code IRC2006/iP12�02 (MaVix) Weight i61b FT=�% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPPNO.2 TOP CHORD SWCtural wood sheathing tlirecUy applied or 5-1R8 oc purlins, except BOT CHORD 2 X 4�SPF No2 end veNCals. WEBS 2 X 4 SPF No.3 BOT CHORD Riqid ceiling direc[ly applied or 10-0-0 oc brecin9. MiTek recommentls�hat Sfabilizers andrequired cross bracing be installed tluring truss erection,in accortlance with Sta�iiizer JnstallaLpR9uide. REACTIONS (Ib/size) 2=298/0.3-8 (mia�0.1-8),4=220/0.3-8 (mia-0-1-8) Max Horz 2=32(LC 5) Max Uplift2='109(LC 5),4=-59(LC'S) Max Gfav 2=304(LC 2),4440(LC 2) FORCES (�b)-Max_CompJMax.Ten.-All forces 25�(Ib)or less ezcept when shown. NOTES (8) 1)Wind:ASCE 7-05;90mph;TCDL=6.Opst BCDL=6.Ops1;h=30k;CaL II;6cp B�,endosed;C-C EMerior(2)',ca�tilever left and righf exposed', entl vertical�left antl right exposed;Lumber DOL=t.33 plate.grip DOL=t.33 2)TCLL ASCE7-05;Pf=20.0 psf(Flabroof snow);Category IC Exp B;Fulty Exp.;Cr1.1 I� i i 3)Unbalancetl snow loads-0ave�been wnsidered For this desi9n. � 4)This Iruss�as been designetl for greater o(min roof live loatl of ffi0 psf or 2.OD times fla�roof load of 20.0 psf on ove�hangs nonconcunent with other live loads. � 5)T�is truss has been designed foca�10.0 psf bottom chortl live loatl nonconcurren�with any other live loads. 6)Pmmtle mechaniral connection(by others)of tmss to bearing plate capable of wi(hstantling 109.Ib uplift at joinl 2 and 59 Ibbplift at jolnt 4.. �)Waming�.Addiironai permanent antl stabiiity bracing For truss system(�ot part of.this component tlesign)is always required. B)Ii Southem Pine(SP or SPp)lumber is specifietl,the tlesign values are those efrective O6/O V2012 by ALSC or proposed by SPIB. LOAD CASE(5) Standartl J�i��1}�C'�ANG�/��i� .�' � '�,is�E U '� :'Q'ti ��`'��: ' . - % Ne. 194C0475 �; - = s t ' e � % �"� �� STATE OF �� ¢ S' '��.c�:�Np➢AN�;r.\�tt,u'\. i��!/,�S�ONA 4i��G\`�� February 13�,2013 �lidRMNG� Weafy d gn pmmneterx rsndRF1D NOTES ON fFfISdND INCT.UDF�AIITBKRSYBREt.28 PdGE BSY174T3 BF1'ORE USE. �. De g o4tl f ze o ly 't, Is�T k o t Th tl Ig bo tl ly o p 1 rs 5M1 tl- I a tl vitl I b Id B mpo L � Appl blty t tl 'g�p -� et nd pope porof �co po eM ponibil��oi bo Id g desg e ot W de p B ng �own - isl b� I ppotl �- dd I b bers ty.Atltlf I-ETpoarybrp p10� Vre �ODllfyd 'pgC t �On-i�he� posLUllfyolibe e t qtlai nolperrnanenlbracnqo�tb werolisimcWreutherezpensdlNoitheb�iitl gtlesqnecFnge Igoiaonc gordng MiTek' faMCa�on.qoaliry ronnot;�orage,tlenvery,erecYian ontl bmcing,consw� ANSIRPII Qua1Xy CMeria.�58-09 antl BCSI BuOmny ComponeM 1<515 N.ONer FoM,Sui�e i1300 Salelylnfomivlion va11a61efmmlmzsPlo�elnstlN�e.)81N_LeeSfreel.Suife312.Akxantlna,VA2231a. C�eslerfiel�,M0630P 1E Souihern Pine�SA ur SPFI lum5er is specdre�+,the design vsiues are trtose e/ie�ti�de OfitU12�t��by AlSC or¢roposed by.5Pi8. Oob. ' Tmss TNSSTyp2 �ly. Ply 3000EGREEKREVIVAL R0114328 �,1300N0 AG GABLE 1 1 �� Jo�keference(ootionall �Tm�etlanE Lumber Canpany.Inaianapols,M 46218 ]250 s qug 25 301 Y�MRek Intlusfnes,Inc. Tue Fe�12 08:50:55 2Dfl Page 1 ID:Iwg7u105GJdVm�121g75Ly4VSX-1T_tl05UhKTNYzJ0019tlTtl?gNY32bvgGICe6AFtszlx_k � bit-0 � 5-11b � i 411-0 S11A Scaie=1:i3.1 2xo II 4 Shee�Ron� pxq I I � Full Sheathing 3 iPIy12x4x8DUrama�e 3.W 12 ��// / SHEATHING SHOWN7S NOT � / � PART OF COMPONENT DESIGN. / //////j j j/� / � �/ � � / � , � //,��i//%��/, / , ��/� / ////// � �� , ,�'/////// //// // // ; ' , , ,., , �� k� �y � �-�� u� �,, � 6 5 2x8= �2x4 IP 2x4 II 5-11 8 � 5-11 b LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) IIdeFl Ud PLATES GRIP TCLL 20.0 p�atesJncrease t.15 TC 032 Vert(LL) -0.01 1 Nr t20 MT20 197/144 (ROOf Snow=20.D) Lumbe�Increase 1.15 BC 021 Vert(TL) 0.00 1 Nr �120 TCDL 10 0 Rep SUess Incr NO VJB 0.07 Hoa(TL) 0.00 5 n/a n/a BCLL 0.0 Code IRC20D6/iPpD02 (MaMx) Weight 17 Ib FT=0% BCDL �0.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No 2 TOP CHOft� Structural wood sheathing directly applied or S1�-8 oc purlins, except BOT CHORD 2 X 4 SPFNo2 entl verticals. WEBS 2 X 4 SPF No3 BOT CHORD Rigitl celling direclly applietl or t40-0 oc bracing. OTHERS 2 X 4 SPFNO 3 MiTek recommends[hat Stabilizers and required uoss bracing be installed�d�nng Wss erection,in acmrdance with Stabilizer ati REAC710NS (Iblsize) 2=21ZS11-8 (min.0.1-8),5=-88/5�1-8 (min.0.1-8)�,6=397/5-11-8 (min.0-1-8) Max Hoa 2=32(LC 5) Max Up1Ift2=-80(LC�,5=-88(LC 2),6=�13(LC 5) Max Grav 2=213(LC 2),5=28(LC 5),6=423(LC 2)- FORCES (Ib)-Max.Comp/Mae.Ten.-All forces 250(ib)or less�except when shown. VJEBS 3£=319/�76 NOTES (�i) i)Wmq:ASCE 7-05;9�mphj TCDL=6.Opsf,'BCDL=6 OpsF;h=30ft;CaL II;E<p B;enclosetl',GC Exterior(2);cantilever left and dgM exposed; end vertical left and ngh�exposed;Lumber DOL=t 33 plate grip-0OL=1.33 �� ' 1 2)Tmss desgned ia wind batls in the plane of Ne iruss only FoF studs exposed to wind(normal lo ihe face),see Standard Intluslry Gable ' ` Entl Details as applicable,or wnsult qualifietl,building designeras per ANSI/TPI 1. }A V t 3)TCLL ASCE 7-05;Pf=20.0 psf�(Flal roof snow);Category II Exp B;.Fully.Exp.;Ct=1.1 V 4)Unbalancetl snow loatls have been consitlered for this design. 5)This truss has been designetl for greater of min roof live loatl of 20.0 psf or 2.00 ti(n¢s flabroof loatl ot 20.0 psf on overhangs nonroonwrrent with other live loatls. 6)Gable requires conlinuous bottom choN bearing. 7)�Gable stutls spacetl at 1�-0 oc. e)This Vuss has been designed for a 10.0 psf bottom chortl live loatl nomm�current with any other live loatls. � ��uGANu�rr� 9)Provitle mechanical wnnection(by others)of truss lo beanng plate capable of withstantling BO lb uplifl at joint 2,BS Ib uplifi at joint 5 antl �� !� 1�31buplikatjoint6. \�� E �(�� ' 10)Warning:.Atltlitional permanent antl stabiliry bracing for Imss system(not part of Ihis component tlesign)is always required. 11)If$outhern Pine(SP or SPp)lumber is spedfieQ lhe design values are lhose effective O6/OV2012 by ALSC or proposetl by SPI6. ✓�(31STE/��•.., ��, - :P O - LOAD CASE(5) Stantlartl — ;� NC, 1 99�04 7 5 •? = — • • — � '� �� STATE OF %� 2' � �.9�.c' �kpiaN�.�' �'�. - � . ,//��1�SS1�NA+,E��,�\,` February 13,2013 Qwarsruac v�d��q a� ��,dRSan��ssoxnrrsnnmrNC�,unsormrsrcas�n�xcsr�ceavrsr�seeonsuss. ss De'g ttlf use ry I�M1ekc tors�inistlesg ba tl �u, pa elerssh ontl-sbra - d� Calboltllg ponenl. /+ooM1 bllry l tlefig p t and p per narrpn f� f � po a t u�e po 'bil0y f b Id 9 tl -B� �� d 9 -& c g hown ls,o lo�eolsuppon t' d"tl I bmembenonN�Addr oitempo rybro - gtobare totil'rya ' gc �cro ' u p '�almY ime MiTek' ¢i=c�or.'Atltl t onal pertnanent bracing o11M1a overall sl lure rz!he iescons NbH o)IDe tiv Itl�8 tles�gner_Fw ger eral gu tlance regarUng fobncatlon,qoa4ty<onlrol.storoge,tlelNery,ereclion anC bracing c nsult AN51/TPtl Qu6Yy CMetla:O5B-89 antl BC51 Bu11Cng ComponeM t4515 N.Omer Pony,Soke#3C,� Salefylnlo�molion vailoblekomirvssPlalelnzfiWYe.J81N:Lee9reel5ui�e312,Alexantlno.VA2231E C�esterfield,M06301'! IFSauthemPine(SPOr5PO11umcerixspeG(red;llredesignmtu=_ssretlroseeftecNre06�Oki�9P �.ALSCOtVrouosedtiy5%B, Job Tmss TNSSType �ty Ply 300D9GREEKREVIVAL 120t14329 13001t0 B MONO W/LE�GERPOCKEf 3 1 �j Job Reterence foo�ionall �. iim�etlantl Wmber Company,Intlianapolls,IN 06218 Z250 s Aug 25 20t 1 MiTek IntlusVies.Inc. Tue Peb 4 09:50:55 2013 Page 1 ID:Iwg7ulO5GJtlVm?_121g75Ly4VSX-IT_tl05UnKTNYZJOQ190Ttl?gPy3zWhNYu6AFis[la k -0 N-0 �3E I 041-0 ]3-8 Srale=1:155 2xa II 3 3.W 12 5 2 � i 2x8= 4 2x4 II 13-8 ]3 8 LOADING(ps� SPACING 2-0.0 C51 DEFL in (loc) 1/defl L/tl PLATES GRIP TCLL 20.0 plateslncrease 1.15 TC 0.87 VertLL -�.t4 2-0 >583 24� MT20 �97/144 (Roof Snow=2�.0) � � � TCDL 10.0 Wmberincrease L15 BC 0.53 Vert(TL) -0.36 2-0 >233 180 BCLL 0.0 Rep Stress�lncr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL �0.0 CotleIRC2006/iP12002 (Matrix) Weight2016 FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD Structurel wood sheathing direc[ly applied or 2-2-0 oc purlins, excepl BOT CHORD 2 X 4 SPF No2 end verticals. WEBS 2 X 4 SPF�0.3 BOT CHORD Rigitl ceiling tlirec[ly applied or 10-D-0 oc bracing. MiTek recommends tbat Stabilizers and required cross braang be �insta0ed during truss erection,in accortlance.with$labilizer Installat g -tl REAGTIONS (Ib/sze) 2=350/0-3-8 (min.0-1-8),4=27510.3-8 (mia�-1-8) Max Horz 2=35(LC 5) Max Uplift2=-114(LC5),4=67(LC 5) Max Grav 2=360(LC 2),4=305(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)orless except when shown. NOTES (e) 1)W nd:ASCE 7-05;9�mph;TCOL=6.Opsf;BCDL=6.OpsQ h=30k;CaL II;Ezp B;enclosed;GC E#erior(2)',cantilever left and righl exposed; end vetlical leftantl rightexposed;Wmber DOL=t.33 plate gnp DOL=t33 2)TCLL:ASCE 7-05;Pf=20.0 psf(Flal roof snow);Calegory II;Exp�B;Fully Exp;Cri.i �� ' I ir VV � 3)Unbalancetl snow loads have 6een consitle�ed fw this tlesign. 4)This Iruss has been designetl,for�greater of min roof live load of 2�.0 psf or 2.00 limes Flat roof loatl of 20.0 psf on overhangs �nonconcurrent with other live loads. 5)This husshas been tlesigned for a 10.0 psf bottom c�ord live loatl nonconwrrent with any other Ilve loads. 6)Provitle mechanical connection(by olhers)of truss to bearingplate capable of wilhstanding 1 t4 Ib uplift at joint 2 and 671b uplift at joint 4. 7)Waming:Atlditional permanent antl stabiliry bracing for Vuss system(no�patl of this component deslgn)is always requiretl. 8)If Southem Pine(SP or SPp)lumber is specifetl,the tlesign values are those effective O6/OV2012 by ALSC or proposed by SPIB. LOAD CASE(S) Standartl 1A11i1111iilfl)�� \,��a��+UE,GANG�f�',�'. : :��\STE,r�` i Q, Fp': � — % No. 149�0415 �; = _ . • _ = "� �� STATE OF �� 2 � %p�.c'':�ND hANP:=.��'�: i�/,�`SSJQNA"��`''\`� February 13,2013 �WdRNfNG-VrnfydcegnpmvmekersandRF6DN07ESON9HfSENDINCLUDEUh9qgl[(LgF•p�ryry�BPAGEffitt7473�SF�ORSU&8. •� ��ppp De q id�� nry Ini�n1 k � io .iF tl g ' bo do h Po Poomeie sb n and- f on d tl Ibold g po m. p� Appl ablry f tl q p �-t o nd q pe ' corp rat oi co po I po 'Try.of b Id g tl �P � ol t � tl g e B g nown a ��sr i i i ppon i d d� I ome b N- Addf It mpar rynoc gt�� est btlrya ' 9co t to am po sblfityonne MiTek' er cio nddfo aipermonen�wacng imeo ralisv f - ID espo bilry �inebuiitl gtl gnecFO g nerolgutla�c g d g fab �o q liy conlrol s�orage,tl f ry, ecf on a d b a � g ansul� qN51/iP11 po IHy fjM tla,-0SB B9 ntl 861 BoBCnp Compone�R tC515 N.OUIer.Porty,Suite p300 Safah IntormoM1On vo loble ham Rvzi Pla�e I TNIe.J81 N.Lee 9reei.Su�e 312 AkxantJna:VA Z(31d Cbes�erfielQ M063�P It Snuthem Pine�SP ot SFOf��mtreeis�s�ecitred.ttie Cesign vaiues are those eftettive 06r021ZMy p ALSC ar. repesed by SP:9. Job; Tm55 TivssType Q�y Ply 3000BGREEKREVIV4L ROti433� �300tID 61G GA6LE 1 t �\�� -� Jo�Reference fooConall TimOetlantl W mun Company,IndianapoM1S,(N 96218 )250 s hug 25 201 t MTek Intlus�nes,Ina Tue Fe�t2 OB:S�'S]20t3 PaBe t Ip:iwg]ulOSGJtlVm?_121B�SLy4VSX-irtiNpnVJys4eGDtlApBahiQfbas2MSOdOQMi6kzlx_i 11 ]-2�4 14-2-] 10-4-0 21d-1D 2&9-9 368-0 0-11 ]-2-0 ]A-3 4-i-9 2-00-1� ]b45 ]40-] 6x10 I I Scale=1]OA SHEATHING SHOWN IS NOT 6 00 �p e PART OF COMPONENT DESIGN. Sheet Front Righ�Optian-1-0-12 �2 �/ �.' 3�� iply1l2x4x8DUramate 3x4 i �� 43 3x4 � 3rb� 5 � " 8 4 / / 3 � 5to � / 9 �'�. / 4 2 � � 5� = 15 ta 13 12 11 10� 3x4 = 3a6 = 3x8 = 3xe = 3x6 — 2x8 II 9-2-01 '1 - & - -8. -@>� 9-2-tt 9-0-10 � 166-4 �-104 -0�1 Plate Offsets(X.Y): I9:Etlqe D-1-721 N 1'0-L�1 0.L01 139'.0-1-12-0-1-01 LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) IldeFl L/d PLATES GRIP TCLL 20.0 (ROOf Snovr-20.0) Plates Increase 1.15 TC 0.87 Vert(LL) -0 26 1 L13 >999 240 MT2q 197/144 TCDL 10D Lumber)naease 1.15 BC 094 Vert(TL) -074 iL�3 >592 160 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) O.tO 10 n/a n/a BCDL 10.0 CotlelRC2006RP12002 �(Matrix) Weight:2341b FT=O% .LUMBER BRAqNG TOP CHORD 2 X 4 SPF No2 TOP CHORD Struc[ural wood shealhing tlireclly applietl or 2-10.9 w putlins, excepl 80T CHORD 2 X 4 SPF No.2 entl verticals. WEBS 2 X 4 SPF No:3'Excepf 80T CHORD Rigitl ceiling directly applied or 10-0-�oc bracing. 9-10:2 X 4 SPF No2 VvE65 1 Row at inidpl 5-�3,&13 OTHERS 2 X 4 SPF No3 with 2 X 4 SPFNO 2 with 2-10tl(0.131"x3")nails and cross brace WEDGE spacing of 20.0.0 oc. Left:2 X 4 SPF No.3 MITek�recommentls ihal Stabilizers and requiretl cross bracing be installed.dunng lruss erection,in accortlance with Stabilizer Installation� uide. REACT70NS (Iblsize) 2=�521/038 (min.0.2-6),10=1454/038 (mia 0.2-4) Max Horz 2=44(LC 5) Max Uplift2=229(LC 5), 10=-184(LC 5) FORCES (Ib)-Max.Comp./Mau.Ten.-All forces 250 pb)or less excepl when shown. TOP CHORD 2-3=2616/362,3-4=-2407/376,�4-5=2289/395,5-02=-1680/329,6-02=-'151t/362, 1\�� 6-7=1323/321,7-4 3=1 3 511296,8-43=d427/285,&9=-1575/258,&10=1383/220 �v u �' l BOT CHORD 2d5=268/2225,t415=-t38l1736, 13-14=138/1736,12-13=-7V1320,ti-12=71I1320 WEBS 3-15=-328/185,515=-70/566,St3=�04/225,6-13=133/B95,8-13=-27�/93, B-11=-313I153,9-11=86/1314 NOTES (19) i)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6 Opsf,h=3INl;CatJl;6cp B;enGOSed;C-0 Extenor(2);.cantileve�left and nght exposed; entl vertical left and right exposed;Lumber DOL=133.plate gnp DOL=t33 2)Truss tlesignetl�for wind loads in the plane of lhe.truss only Fo1 studs ecposetl to wind(normal to Ihe face),see Slandard Indusiry Gable * ��GANr��r� �l� Entl Details as applicable or consul�quahfle�builtling tlesigner as per AN51/TPI 1. ��\ !� 3)TCLL ASCE 7-OS',Pf 20 0 psf.(flat roof snow)'-0ategory II Exp B;Fully Exp:;91=1.1 ,`p��E.. G(�� i�' 4)Unbalanced snow IoaCS�avebeen wnsidered for this design. � ' �ST�� 5)This truss has tieen tlesignedfor greater of min roof live load of 76.0 psF or 2.00 times flat roof loadbf 20.0 psf on overfiangs �,•�G R� ; Q ��•�: non-concurrent wdh other live loatls. � 6)All plates are 2x4 AAT20 unless otherxise intlicatetl. = � NO. 199G04 7 5 ; - 7)Gable sNds spacetl at 1-4-0 oc. — — 8)This truss has been designed for a t0.�psf bottom chord,live loatl nonconcurrent with any otherJive loatls. � • : I • C 9}Pmvitle mechanical connedion(by others)of Uuss to tieanng plate capable of withstanding 229 Ib uplift aljoint 2 antl te4 Ib uplift at joln� % -0 ': STATE OF ��C` �0. 10)Waming�.Atltlitional permanent and�s[abiliry brecing for truss system(not part of t�is wmponen�design)is always required. ��'�",�''.Na�AN�:."'+��W\J� 11) If Southem Pine(SP�or SPp)lumber is specified,[he design values are those effective O6/Ot/20t2�by ALSC or proposed by SP�B: ��i��s$)p�AL��`\ LOADCASE(5) Standard ��»�IIlllFl�t��\\ February 13,2013 Q waxrnuc u��es..�,P�a�.tte� a�na2ns ax rrrrs e�m i�cvnsn rerratcx�&RSUCarece svt za�a saxoaP uss. �— Cs g oAd fa �e ly ih M7 k co cfors iF tlesg b tl �N Po P 1 sh a C- f .a tl tl I b lQ B W anl. APPICOdIN � ' slg pa t...-anapope �pora� � �c � po � po fvflybfb IC 9d� 9 � If y -9 B 9 �wn � isl Ioer I �ppotlof tl tl alwebrtre bers Iy.Add�o al�e pa ryb - glo�nrvreslabiryd�- gc � <lo �ihe ep 'dll�yoHba MiTek' emct ntltll�onalperma e ibraang fin o must cnf "in� esoonstri�yotm tiuYd gtles�g^e�.Po.genero gutlanc regordn9 fcbn � q OfI�VGO � L 10 Pe tl I ry. ¢diOna tlb � g� nsoll qNSI/TPI1�uafRyCMmo DSBB9tintlBC51lNC gCemponem 1<515N.ONe�FO�y,Suile8300 Salelylnioemalion:� 'aiabletromirussPlafelnsfWle )81RL e5freet5ut 312.Akxanana,vq2231a Cbeste�fiela;MOS30t] tt Sou2hern Pine t�P9r SPpj Nmueris specifred,the des�gn aaluesare tt:ase effec[ive 0&+OU201T uy ALSC or praposet!by SWB. JOb Tmss TNSSType Oly Ply 3000BGREEKREVIVAL t300110 BG GABLE t � 12D114331 JbRtr ( ( I) '� Tm�e�and Lumber Company,Indianapolis,IN 462t8 ]250 s Nug 25 201 T MiTek Intluslnes,Inc. Tue FeU 12 08:5¢59 3D13 Page� ID:Iwgiu105GJtlVm?_121g]SLy4VSX-eEEBETXCOhu_SwKBG?hPorq6C9RHNavskBSAtlzlx_g �-11< 2L2-1� 358-0� 0=t1-0 2L240 � 155-6 � 5ay= Scale=1']1.S SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN. 6.00 12 1] 19 19 SheetROm 3x6 J Full SM1eatping �g �/�' � 20 iP1y12x6x8DWamete 6p5 � �� 14 i 22 3� � 13 i i � / / / � 23 61 1112� i / �� .. � 26 10 9 / � � � �� 2] e i / / � � � � " . 28 29. e � i � � � � � � 30 5 �/ � ,�' � �� 3� 4 / � / / a i � / 1� �,� i i � i � /. � /� � �' �s � s.e u 59 58 5] 56 55 54 53 52 51 50 49 48 4� 46 45 4443 42 41 4p 39 38 3l 36 35 34 3332 3� = Sz6 = 36E-0 3F8-� � Plate Offsets(X.Yt �2iO3-e Edael I2t0-2-i0 Etlael f430-30 0-3-01 LOADING(ps� �SPACING 2-0-0 CSI DEFL in Qoc) I/deFl Lld PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plates lncrease i.t5 TC 0.15 Vert(LL) -0.00 1 Nr 120 MT20 �W/144� TCDL �p,0 Lumber Increase t15 BC 4�9 Vert(TL) -0.00 1 Nr 120 BCLL 0.0 �Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 32 n/a n/a BCDL �OA �Code�IRC2006/iP12002 (Matrix) Weight278Ib FT=�% LUMBER BRACING TOP CHORD 2 X 4�SPF No2 TOP CHORD Structurel wootl sheathing direcily applied or SO-0 oc purlins; except BOT CHORD 2 X 4 SPF No2 end verticals. VJEBS 2 X 4 SPF No.3 BOT CHORO Rigid celling tlireciN applied or 160-0 w bracing. OTHERS 2 X 4 SPF No.3 WEBS 1 Row at midpt �8-94,77-45,16-06,15-47,14-08,19-03, WEDGE 20.42,22-01,23-00 Left:2 X 4 SPF No.3 with 2 X 4 SPF No 2 with 2-10d(0.131"x3")�nails antl crossbrace spacing of 20.0.0 oc. MiTek recommentls that Slabilizers and required cross tiracing�be installed dunng truss ereclioq in�accortlance with Slabiiizer @j Il�qyj4 REACTIONS All bearings 36-&0. �Qb)- Max Hoa 2=44(LC 5) Max UpliR All upllk 100 I6 0�less at joinf(s}2,48,47,48,49,51,52,53,59,55, SQ 57.58,59,42,41�,40,39,38,37,36,35,34,33. Max Grav All reactions 250�Ib or less atjoint(s)32,2,44,45,46,47,48,49,St, `�� 52,.53,54,55,56,5�,58,59,43,42,41,40,39,38,37,36,35,34,33 � FORCES (Ib)-Max.Lomp./Mae.Tea-All forces 250 Qb)or less except when shown. TOP CHORD 15-16=28262,16-17-30/292,17-18-30l296,t&19-34/296,19-20=32/292, 20.2t=0262,21-22=31/256 NOTES (t2) 1)W nd:ASCE 7-05;90mph;TCDL=6Apsf;BC�L=6.Opsf;h=30ft CaL II;6cp B;enclosed;C-C E#erior(2);cantilever left antl right exposed; end vertical left and nght exposed;-LUmDer DOL=L33'plate grip DOL=1.33 ��f I I i i l f t(� Z)�En Det Isastlapplcableoticonsultqlualfetl$uidngdesgne�astperA�l/TPl�w�nd�.(normallolheface),seeStandardinduslryGable ,�`J��ANGL`,'.., 3)TCLL:ASCE 7-OS-,%-20Dpsf(Flat roof snow);�Category II;Exp B',Fully Exp;Ct=t� ; '� ,•`STE. � � 4)Unbalanced snow loatls have been consitlered for this tlesign. �''�Ca - R�:•. 5)This wss�as been tlesignetl for greater of minroof live load ot 16.0 psf or 2.00 times 9at roof load of 20 0 psf on overhangs : P ��'• non-concurrent wdh ottierlive loatls. - ; No. 7 99CiJd 7 5 ; - 6)All plates are�2x4 MT20 unless otherwfse indicated. _ - 7)Gable requires continuous botlom chortl bearing. _ � � ' � = 8)Gable stutls spacetl at 1�-0 oc. � 'a �- STATE OF � � ' 9)This�tmss has been tlesigned for a 10b psf bottom chord live load nonconcurrent with any other live loatls.. % 'S� ' ' � � 10)Provide mechanical connection(by others)of Imss to bearing plate capatile of withsta�ifg 100 Ib uplift at joint(s)2,A6,A7,4B,49,St, ��`�,'�NflMP-NP•"��',� 52,53,��54r55,Sfi,57„58,59,42,41,40,39,38,37,�36;35,34,33. �i $ �� \� ��)Waming:Atltlitional permaneot and�stability bracing tor t 9 s system(not part of this wmponent des gn)is alw Ps�sued by SPIB. (/r`r��s�lO7 NAl l��`\\\\ 12)If Sou[hem Pine(SP or SPp)lumber is specified;the desi n values are those effective D6/Ot20t2 b ALSC or ro �ono cpse s Standam February 13,2013 �W6RMNG VmJi1�.9,Pmvm.das and RF6D N07ES ON SAISdMIINCLUDFD Id77&�RfiFFl2ENC&PdGEB4l]G73 BEf6Rfi USS. . � De g� Idi ry �NU7 k o ¢ to iM1' tl g bo d IY Po P t h tl' b�a d tl alb Id B P� L �R Appl adNty �tl ig po e�n antl pf Per corpw 1 i c po � e po b I'h �b IQ g tl g e n t� tla�g B ng sM1Own isl I t I ppotl � d C I bme b N- Atltl� It pparyM 5� - ore � bltytl n gc 1 c(o�� esoo tillityo��M1e MiTek' erclorAtlailionalpertnaneMbocngoitneovemOShcwresiberesoonzblryofinetimltlngdesgre�-FOgenemlgotlanc �oQng IaMCOLOn,qmfty conhol.s�orage,tlelivery,erection-antl bracing,consury qNA/IPII QualHy QXeria.D56�89 antl BCSI BuilWng CompeneM 16515 N.ONerFOny,Suiie Y300 So�elylniormvlion vpllpb�ehomivxsPlO�elns�l�u�e.]81'N.LeeSl[aet,Su1te312AlemMnp,Vq2231q, C�este?�ele,M06301) tt Sovfhem Pine�S!'or SPp)IJm�r:s.s�ecitied.ihe des�qn veiues are ti�ose etFettire U6ri�fRM2 ALSC or p�nposed��.tr�SP38, JoC' Truss TrussType Ory Py 3ooaBGeEEKREVrvn� 120t14332 1300t10� C COMMON 10 1 -4�� .lon Relerenre(ootionall Timbetlantl Lumber Company,Intlianapolis,IN 66218 L250 s Aug 25 20H�MiTek Intluslnes,Inc Tue FeC 12 0&51'.00 2013 Paqe 1 IDJwg7ulO5GJaVm?_121B�SLy4VSX-6QOVvROYq9?Ur44vOqiCeK2Nei4cXanv350t0i3zlx_f �ii-a a-za � iaza � zi�z-io I � zass I as-e-o i D-11-0� �d-0 �-0-3 ]-0-3 �815 ]-10-] 5�= Scaie=t945 6W 12 6 3xE� 3x4% �� 18 3x4� 3r6% 5 8 4 3x4% 5n5 � 3 9 �' 2 I4 � � � 6s6= 16 �5 14 19 �� N 10 2x4. II 3ifi 3x4 = 3x8= 3X'o° 2xe II 3a5= 12-4 1 -2]� 21-2-00 2&9-9 3GE-� � ]-2-0 � �-03 � 7A-3 ]E45 �40-1 Plate Offsets(X V1- f7Edae 0-3-21 f9'Edqe 0-1-121 LOADMG(psn SPACING 2-0-0 C51 DEFL in Qoc) I/deFl Utl PLATES GRIP TCLL 20.� (RoofSna.�20.0) P�ateslncrease t15 TC 0:75 Vert(LL) -O.t2 �14 >999 240 MT20 197l144 TCDL �0.0 Lumberincrease t15 .BC 0.80 Vert(TL) -0.32 14-t6 >999 180 BCLL p,p RepStressincr YES WB �75 Horz(TL) �O.tt 10 n!a Na BCDL 10A Code IRC2006/TPI2002 (Matnx) Weight 1661b FT=O% LUMBER BRqCiNG TOP CHORD 2 X 4 SPFNO2 TOP CHORD Struc[ural wootlsheathing directly applied or 2-11-0 oc putlins, except 80T CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No:3'ExcepY BOT CHORD Rigitl ceiling directly applied or 10.0.0 oc bracing. 9-t0:2�X 4 SPF No2 VJEBS 1 Row at midpl 5-13,8-�3 WED�E with 2 X 4 SPF No.2 with�2-10d(0.13j"x3")nails and cross brace Left'.2 X 4 SPF No.3 spacing of 20.0-0 oc. MiTek recommentls lhat Stabilizers and required cross bracing be inslalled tluring�truss erection,in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 2=1521/0-3-6 (min.0.&6),{0=1454/Mechanical Max Horz 2=44(LC 5) Max Uplik2=229(LC 5),�0=184(LC 5) FORCES (Ib)-Max.Comp./Max.Tea-All forces 250(Ib)or less except whenshown. TOP CHORD 2-3=2653/346,3-4=2054/305,45=193�/339,5d7=1459l296,6-17=-1289/330, � 6-7=1367/328,7-18=-1396f303,&78=i47V292,e-9=7566/263,&10=-1372/225 � BOT CHORD 2-16=-254/2254,iS�6=254/2254,�4-15=254l2254,t3-14=-126/1750,12-13=76/1311, 11-12=76/t3t1 WEBS 3-16=0/305,314=-573/145,5-14=0/479,5-13=815/182,C+13=117f783,8-t 1=346I136, 9-�1=-96/1296 NOTES (9) 'I)W nc.,ASCE 7-05;90mph;TCDL=6 OpsP,BCDL=6 0p3f;�h=30ft,.Cat.II;�p B;enclosed;GC E#edor(2);cantileverJeft antl right exposed', end vertical left and nght exposed;�Lumber DOL=1 33 plaie gnp DOL=t.33 �lU��t)� 4)TNS Ir s hasnbeen tl s gnedsfor�grea er of m nf�oofel�ive load o�16�.0 psf or 2.00 fimes Flal roof.loatl of 20.0 psf on overhangs ��.>>'�.�JEGAN�LrG�,''' non<onwrrentwithotherlrveloads- � ' :�('j15TE/.�� G 5)This huss�has been designed for a 10.0 psf bottom chortl live load nonconcurrent with any oIDer live loatls � ; P O�'•. � 6)Refer to girder(s)for truss ro IrJss connec[ions. = Ne. 199C041 S ? � 7)Provitle mechanical connection(by olliers)of iruss to beanng plate capable of withstanding 100 Ib uplift at joint(s)�excepl Qrlb)2=229, _ _ 10=184. � • : ' • _ e)Waming:Additional pertnanent antl stabiliry Dredng for tmss system(not part of this component tlesign)'.is always required. ' "d '» STATE OF � ¢' ;' 9)If So�ihemPine(SP or SPp)Ivmber is speufieq the design values are those effective O6/012012 by ALSC or proposed by SPIB. � 9D�'•, � •'�4/` :y .s •.!1�D}qNP:r` � . LOAD CASE(S) Sfandard ��j ��' � ��'\ �� r,, S��NAL� �� February 13,2013 �WBRMNfi V�dagnpmvmeE andRSADNOT%SONTAISANLIINCLfllt&!JffiYSKREPF.R&NC&PdGE@II17473AP.f6R&US&. . � De g altlio�� o N �hM'� k � 1 iti d sg - bosetlo lyupo p � rszn tl- foro d 'tl olb 'Itll g ponent. � nppl qiry id ip p 1 anCp pe <o�pomf � pone f po -til�y fb Id gde'gn it ssd ig 8 gshown I5� I�I I uppotl t tl tl OI eb ¢ bES ly_Atltlf I�empomryba � g10�nsm0 IOLVItyd Bc � (opis�berepo bllllyOl�Fe �py��'I• ereno ntlditionaipermonemtirodngofiheoveralls� aureisiheresponsdfryoftnebuld gtlesgner.FOrge emlgoitlanceregardng IYIiI �� YotinCa�ion,quafity con�ml.x�orage,-delivery,erx�ion pntl bacing,mnsul� AN51/IPII pua0�y Cttlena:P58-B9 anE BC{I eullGrng ComponeM tE515 N.Ouler FaM�Suile p300 Satetylnldmalion ovoiloblehomirvnPld�elns�iN�e,J81NflEe9reel,5oi1e312.Alexonana,VA22314. ' Gesle�(eIqM06301] tt Soullrern Piae(SP ur SPp)tumber is�sp�eciGed;Uae�design values are Ihosc eftective Pb+�i�Z072 by ALSC:ar propased by SNB: � Job TN55 TNSSType �ty Ply 3000BGREEKREVIVAL � 120114333 1300110 CG GABLE � � Job Reterence(oofonall Tim�e�ane Wm�er Company,Incianapolis,IN 46210� ]250 sAUg 252D11 MiTek InduAnes.lnc Tue Feb 40851:��20M13 PaBe 1 ID:Iwg"lu1D5GJdVm?_i 21g]SLy4VSX-atlMUZBZSwJBihEfaNOkuGvLIUxNJI VCJ2dZFWzlz�e 41 6-2-11 123E 1],8-0 1&4 2411p 3055 3&B-0 S�-� 41 6-2-11 6-0-10 5-2-t0 0-10- 6L-10 6-0- � 10 6-2-11 0-11 Scele_3M6'�i' Sab= 6� 1z 6 ffieetFmnt SHEATHING SHOWN IS NOT Riqnt Option 0.]a PART OF COMPONENT DESIGN. t Pry i2 x 4 x 9 Duramate 3x4 �39 4p 3x4 � 3ab i 5 � 3ab� 4 8 3 9 �� 2 1011 Io 16 15 �q 13 �2 fiafi = 6�fi — 3x4 = 3!a= 3x8 ° 3� = 3x4 = 9-3-1 1B-0A -0- 5 36-p-0 9d4 � 9-0-05 9-0-15 B]13 0] Plate Offsets IX Y): f7Etloe 0-3-21�f1 PEtloe 0.3-21 LOADING(ps� SPACING 2-0-0 CSI �EFL in poc) I/tleFl Ud PLATES GRIP TCLL 20:0 (Roof Snow=20.�) Pla�es Increase 1.15 TC 0.60 Vert(LL) -0.17 2-16 >999 240 MT20 197/144 TCDL 10.0 Wmberincrease 1.�5 BC 0.89 Vert(TL) -0.52 2-i6 >847 180 BCLL -0.0 RepStresslncr NO VJB 047 Hoa(TL) O.tS 10 n/a nla BCDL 10:0 Code IRC2006RPI2002 (Matris) Welghtr�1841b FT=O% LUMBER BRACING TOP CHORD 2 X'4 SPF No2 TOP CHORD S[ruciural wood sheathing tlirectly applied or 32-0 ce pudins. BOT CHORD 2 X 45PFNo2 BOT CHORD Rigid ceiling directly applied�or 16-0-0 oc bracing. VJEBS 2 X 4 SPF No.3 WEBS i Row at midpt 744,5-74 OTHERS 2 X 4 SPP No.3 with 2 X 4 SPF No 2 wifh2-10tl(0.�3t"x3")nails and cross brace WEDGE spacing of 20.0.0 oc. Lek'2 X 4 SPF No.3,Right:2 X 4 SPF No.3 MiTek recommentls lhaTStabilizers and requiretl crossbracing be installed dunng tmss erection,in acmrdance with.Stabilizer Installation uitla � REACTIONS (Ib/slze) 2=1520/0-3-8 (min.0.2E)�,10=1520/�38 (min.0.2-6) Max UpliR2=229(LC 5), 1(�-229(LC 5) FORCES (Ib)-Max.Comp/Mau.Ten.-All fomes 250�Qb)or less except when shown. TOP CHORD 23=-2611/369,5-4=2380/342,45=2284/358,5-39=-1689/305,6-39=1543/334, 8A0=4593/334,7-40=1689/305�,7-6=2284/358,8-9=2381/342,510=-2611/369 BOTCHORD 2-16=23H/2240,1Si6=126/1864,'14-15=126/1864,'13-14=t26/te64,12-t3=126/7864, I�t ' 10.12=238/2241 ( a WEBS 6-'14=-15t/1067.7-14=-702/179.7-12=-5/492,9-12=D2Ii6q 5-'14=702/179, 1 A ri%� 5-16=-5/492,3-16=272/160 VV�' NOTES (17) i)Wnd:ASCE 7-05;90mph;�TCDL=6.Opsf',BCDL=6.Opsf,h=30ft;Cat_II',Eap B;endosed;GC EMerior(2);cantilever left antl right exposed', end vertiral lefl and nght exposed;W mber DOL=1.33 plate grip DO1=133 2)Truss designed tor wind loatls�in the plane of the truss only. Por studs exposetl�.to wind(normal fo ihe face),see Standartl Industry Gable End-0etailsasapplicable,br.consultqualifiedbuildingtlesignerasperAN51lTPlt. ��Il��N!(t ' 4)Unbalancetl srrow�loads ha estbeen co sideredfor�l��d s119nxP H:FuIIY Exp.:CY-1.1 ```,***��AN�C Ji//'/ 5)This trusshas been tlesignetl for greater of min roof live load oE 16.0 psf or 2.00 times Flat roofJoatl of 20.D psf on.overhangs �' • �/ non-conwrrent with other live loads. - .•��j�STE�i'•. 6)All plates are�2x4 MT20 uoless otherwise intliwtetl. : Q' ��'• -' 7)Gable stutls spacedal 14-�oc. — ' No. 14'�COd 15 �; — 8)This Uuss�ha5 been tlesigned for a t0.0 psf bbttom chord live loaa nonwncurrenl with any other live loatls. _ .. _ 9)Pmvitle mechanical connection(by others)of Vuss to beanng pfate capable of wilhstantling 1 DO 16 uplift at joint(s)ezcept Qt=1b)2=229, _ .♦ t � t .♦� � io=zzs- ' '9�i STATEOF ? ¢ � 10)Warning:Addilional permanent and stability braqng for tmss system(not pah of this componenl tlesign)is always required. % D ' • �U � 1 t)If Southem Pine(SP or SPp)lumber is specifietl,Ihe design values are those eRective 06/OV20�2 by ALSC on proposetl by SPIB. �i��^ �:�QIANA�'+��'�� C� �` LOA�CASE(5)Slantlartl lf��f�i�ss�Ot�Ip`li��i��\ February 13,20'13 Qw�warrc v��s n�,a,�t a..anaafl�rnsoxmisemra�cr.rmEO,iursx�rsesRS�+cereceavTarassroaE�sa. - - �- ��B g Idf Eo ly ��MT kCq � Th' tl g W C �yop p T � ih p tl- � a tl tl �b IQnBC jw 1. � Nppl dltyo�d�ig p o � � ndpopE tp atq olc po ets p� bltyolb Id Bo'e�gner itV tl gn &oc 9 hown Iz 1 laterol ppod of � tl I eb me bers ry..ndtl� I��mporory b g lo ure �ablty tl ' g cons� [� s tlie r p b'll'fy o�Poe MiTek° e�ect Add�onalp oetbracne ��he mlltlrcNe� in resppsbfty ineboltl gde'g�acFOre eaigidoncee9 dng IaMC t qualiry c t �'� aqe,tlel ry. ction ond br ' q consutl ANSIRPII�puality C k "o,OSB-B9 antl BC51 pu03ng CemponeM 14515 N.OWer.FOtly,Sulfe#30D Satety l l olion I bP�om iriisz Plot �I 1'�o�e J8Y N.l S� - �.Suf 312 Alexondna.VA 22314 CheSteNeIE,M06301] lt SaufAern Pine(SP ar�SPp)iumhrr is speaireC,ihe tlesign+elues are ihnse eflectire OG±P4R0]R by AlSC or raposed hy�4P1H. � Jo�� TN55 Trussiype �ty Ply 30008GREEKREVIVAL 1201 M33G t300tt0 p COMMON 6 1 N �� lo�Referenceloofonall Tim�etlantl Lum�er Company.Intlianapolis,IN 46218 Z250 sAUp 252011 MiTek Intlus�nes,Inc Tue FeD II OB:SP022013 Page t I D:Iwg7 u 105GJdVm?_12ig75Ly4VS%-2pwGslla4gcGZJ02mx7F6PTSX10t21kM ViMlnyzlx_tl .Y11f 6-2-11 12-3-6 18A-0 2aqq0 30.5-5 368-0 3�-] -11-0 6-241 60-1D � 6-040 6-0-10 � 6-040 6-2-11 0-11 Srale�.3I16"=i' 5nb= 6.P1 �Z 6 3x4 %�� B 3x4 � 3aE % 5 � 3a5� 4 8 �4 \� 2x4 // 3 9 2 1 (q' 11�0 <g 6� = 16 15 �q l3 12 6� _ . 3x4 = 3!0= 3xe= 3ab = 3x4 = 9J4 18-0-� ��-A-15 36-e-0 i 93-1 9A-15 9-045 934 Plate OHSets IX�YI: I2'Etlqe 0-&21 ftQEdoe�0.3-21 LOADING(ps� SPACING 2-0-0 C51 DEFL �in (loc) I/defl L1d PLATES GRIP TCLL 20.0 (ROOf Snow=p0.0) Plates Increase t.15 'TC 0.52 Vert(LL) -0.17 2-16 >999 240 MT20 197/144 TCDL �p.p Lumberincrease Y.15 BC 0.81 Vert(TL) -0.52 2-t6 >847 180 BCLL 0.0 RepStresslncr YES WB 0.47 Horz(TL) 0.15. 10 n/a nla BCDL 10.0 CotleIRC20�6/TPI2�02 (Matrix) WeighT1481b FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD Structurel wooy sheathing tlirectly applied or 32-0 oc pudins. BOT CHORD 2 X 4 SPF No2 BOT CHORD Rlgitl ceiling tlirectly applied or 10.0-0 oc bracing. WEBS 2 X 4 SPF No.3 WEBS i Row at midpt � 7-14,S14 VJEDGE with 2 X 4 SPF Na2 with 2-10d(0.131"x3")nails and cross brace left'.2 X 4 SPF No 3,RighC 2 X 4 SPF No.3 spacing of 20-d0 oc. MiTek recommends lhat Stabilizers and Pequired cross brecing be installed during Imss erection,.in accordance with Stabilizer Installation uitle. REACTIONS (Ib/size) 2=1520/03-8 (min.0.2-6),.10=1520/0-38 (min.42-6) Max Uplift2=-229(LC 5j,10=229(LC 5) FORCES (Ib)-Max.Comp./Ma<.Ten.-All forces 250(16)or less except when shown. TOP-0HORD 2-3=26t1/369,3-4=-2380/342,4-5=-2284/358,5-07=4689/3�5,6-�7=-1 5 4 313 34, 648=-1543/334,7-i8=-1689/305,7$=2264/358,8-9=-2381/342,9-10=-2611l369 BOT CHORD 2-�6=-238/224Q�616=t26/1864', 1 4-7 5=1 2 611 864,13-14=-126/1864,1&�3=126118fi4, �� ' ' 10.12=238/2241 7 _'� WEBS 514=151/1067.7-14=702/179,7-t2=-5/492,9-'12=272/160,5-14=702/179, 11� .! 5-16=5/492.3-16=27?J�60 �lV{/� NOTES (8) 1)Wma',ASCE�7-05;�9�mpfi',TCDL=6.Dpsf;BCDL=6.�psf;h=3INt;Ca4Jl;Fxp e;enclosed;C-0 E�Rerioq2)',canlilever lefl and nght exposetl; end'vertical left and nght exposed;Wmber DOL=133 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=240 psi(Flat roof snow);�Calegory II;IExp B;Fuly Exp.;Cr1.1 3)Unbalanced snow loatls have beem m�sitleretl for[his tlesign. *w ��t�,ANG�� !i 4)This truss has been designetl for 9reater of min roof live load of 16.0 psf or 2 00 times Flal roof loatl of 20.0 psf on overhangs ��» h�� nornconcurrent wi[h olher Irde loatls ,�� JE (� /�� 5)This truss�has been desgnetl.for a 10 0 psf bottom chortl live load nonconcunent with any oMer live loads. .�� '�' •' G �i 6)Pmvide mechanical connection(by others)of truss.to bearing plate capable of withstantling 100,Ib uplifi at joint(s)except Qt=1b)2=229; � :'�C��STEA�='• l � ;P O":_ , io=zzs. - - T)Waming:Atltldionai permarient and stabiliry bracing for tmss system(nol part of Ihis componenl design)is always requiretl. = ' N0. 149GOd 15 ? � 8)If Swthern Pine(SP orSPp)lumber is specifieQ the tlesign values are lhose effec[ive O6/01Y2012 by ALSC or proposed Gy SPIB. _ _ • • - LOAO CqSE�S) Standard � 'o �- STATE OF ;' ¢' ' %9�.c�':!+VD I AM�'r'�\�.4'�`� . . � `� ✓��i��'S,S�ONAi,EC�\`�� February 13,2013 �WdI:AQNG VertJydex�gn{+m�or� dRL•dAAR}7PSON7AJSdND�INCL[JDSDA4fSKR6'ERENCEPdGEbfl77473�BSFORSUSP. � Deg Itlf . oty IM1Mlkm c� iM1�tlesg bod lyupop 1 �sh . tl- i a � d 'dalb 'Idg po . � Applc bifry l d ig p � tl q- pe rpor tor ol compone f po 'bllty o�b Id B d� gn n �1 rJ 'g B 9 s�own Is I I � I ppotl �� d C I b b ry. Atld�onal�emprorary br - g 1 ' m 1 bti�y tl ' g c t Y " fp e p �bill'ty o��he e2Cbr qtltli�ianalpertnanen�Ma[nBO4heoverpAZfmCWres�M1e�esponibf�yof��ebultl gtleigner.FOrgen¢mlgutlance�egardng MiTek' faofmllon,.qooli�yconiml,storoge,tlefivery:ere[�lonbntlbrocing.consult ANSI/�PI1QmIINGkena.02B-99ond6C5�BOPtlinpComponeM t4515N.OmerFOrly,�SuHe#300 Saklylnlormvlion. �hilablehomimisPh�elnifilufe.]BI�RLee9reef.Suite312.A1=xandna,�VN2231< ' CM1eslerfielQM063D1] ltSOU£hemPiree{SPOrSPU)I�moeriss�e�ifiedine�tresmnvsivessrefhoseeftcc[rce0&lCf2Di2 AlSCorpropoaedbySPf& Job Tmss TrussType Qty Ply 3000BGREEKREVivAL p0114335 t30�f10 DG GABLE 1 1 Jo�Reference footionall Tim�e�ane W m0er Company,Inaanapolis,IN�462t 8 ]250 s Aug 25 2011 MRek VWUSVies Inc.Tue Fe�12 0651:03 2013 Page 1 I D:Iwg]ui05GJtlVm?_121g�SLy4V5%-�^RTf3qbjRwOQxYCyV qmLyh?pjHqvnHxVnM6gJOzlx_c -0-11 1]�6-0 350-0 3511 -11 1'lb-D � 1�40 0-11 Qtry- S�le='1:66.9 6.00 12 ib 1] SheetFmrit �5 Fuu Sneatning �q � . ie SHFATHING SHOWN IS NOT 1 Piy t2xaxa�uramate 3X4' �3 � � �s 3x4� P?RTOF COMPONENT DESIGN. 10�� .� 20��22 � 8 � � � � � � � � / . 23 24 � / �' - 25 6 / � � ,� � Pb. � 5 / 2] 4 / ,� � - -� / 28 3 / � / �� 29 � 3� �� / . . . . . , , , i , . ,. . i , , . , . 3� . o . .. _„ _ . .. .. .. . . .. .. .. . . .. .. . .. � . .� _ .' : ",: .'�.: .: � . 3x4 = . • . 3x4'- 3x8 II� 5] 56 55 54 53 52 51 50 49 48 4�46 45 44 43 42 4140 39 38 3] 36� 35 34 33. 32 3x8 II 3x4= 3x4 = 350-0 35-0-0 � Plat Off t (XY1' fT0.0-TO-0-121 f242-7Edq 1 f30'0.0-10.0-121 f30'0-2-7Etlqe1 LOADING(ps� SPACING 2-0-0 CSI �EFL in (IOCJ I/tleFl. Ud PLATES GRIP TCLL 20.0 (Roof Snovr-20.0) P�ates Increa5e t 15 TC 0.12 Vert(LL) -0.OD 3� Nr t20 MT20 1 W/144 TCDL 10.0 Wmberinaease t15 BC 0.05 Vert(TL) -D.00 31 Nr� 120 BCLL 0.0 Rep Stress�lncr NO WB 0:15 Hoa(TL) o.oi 30 nla n/a BCDL 10.0 CodeIRC2006/TPI2002. (Matnx) Weight2191b FT=O% LUMBER g(LALING TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wootl sheathing directly applietl�or 6�-0 oc purlins. BOT CHORD 2 X 4 SPF No2. gOT CHORD Rigid ceiling tlirectly applied or�10.D-D oc bracing. OTHERS 2 X 4 SPF No.3 WEBS 1 Row at midpl 76-45,t5-46, 17�4 � VJEDGE with 2 X 4'SPF No2 with 2-10d(0.13t"x3")nails and cross brace Lek:2 X 4 SPF No.3,Right 2 X 4 SPF No.3 spacing of 20.0-0 oc. MiTek recommentls that 5[abilizers antl required crosstiracing be installetl dunng Iruss erection,id�accordance with Stabilizer Installation� uitle. - REACTIONS All bearings 35-0-0. (Ib)- Max Uptift All�uplift 1�O ib or less atjoinQs)2,47,4S,5q 5�,52,53,54,55,56, 57,56,43,4'1,40,39,38,37,36,35,34,33,32,30 Max G�av All readions 250 Ib or less at join[(s)2,45,46,47,49,5�,51,52,53, 54,55,56,.5],58,44,43,41,40,39,38,37,36,35,34,33,32,30 FORCES Qb)-Max.Comp./Max.Ten.-All forces 250{Ib)or less excepl when shown. NOTES �jz� V.� �� ,�.,� `, 'I)W nd:ASCE 7-05;9�mph',TCDL=6.Opsg BCDL=6.Opsf;h=30k;CaL II;�p 8;enclosed;GC Exterior(2);canlilever left antl right exposed; j�� V«��l entl vertical leR antl right ezposed;Lumber DOL=133 piate gnp DOL=t33 j 2}Truss tlesig�d for wifW'batls in the plane oF the[russ only. For studs exposetl to wind(normal ro the face),see Standartl Intlustry Gable Entl Details as applicable,or consult qualifetl building tlesigner as per ANSI/TPI 1. 3)TC�L ASCE 7-05;Pf=20.0 psf(flat robf snow);�Calegbry.11�,ExO�B:Fully Exp.;Ct=1.1 4)Unbalancetl Snow loatls have been considered for Ihis tlesign. 5)This tmss has been desioned for greater of min roof live load of t6:0 psf or 200 times flat roof load of.20.0 psf on overhangs „1�� 6)All plales a�re 2e41MT20 onless otherwise intlirated. ��*�`J�GANCj L/J��O 7)Gable.requires continuous bottom chortl bearing. �� "}- .• - (/ �i� e�caeie studs spaced at ia-o oc. � :��GISTEq'-. � 9)This Vuss has been designetl for a 1�.0 psf botlom chord live loatl nonconwrrenl with any other live loads. � : Q �+: � 70)Provide mechanical connection(by others)of Vuss to bearing plate capaGle of�w@hstantling 1001b uplift at jofnt(s)2,47,49,50,51,52, � NO. 199C0415 ; _ 53,54,55,56,57�,58,43,41,40,39,38,37,36,35,34,33,32,30. - - - - 11)Waming'.Atlditional permanent and stability bracing tOr Iruss system(not part of this componenl tlesign)is always required. ❑ • : : • C 12)If Southem Pine(SP or SPp)�lumber is�specified,the tlesignbalues are those eHective O6/0 V20�2 by ALSC or pmposetl by SPIB. � 4 : STATE OF ;� a�� LOADCASE(5� Stantlartl %�`'�''.c':�NDNqNP;:� ��'�: F 1��i�SSI�NAi 4E��`��`: February 13,2013 �WBRttSNG Y�dea g pwmncters d RF�D N07ES ONYHtSAND INCLVD&�%f7P1[Rffi�`E2SNCEPdG&ffi7.74T3 B&F'0%USE. �ppp RF De g oftl fa ry lM1 M7 k o ect .ih' d ig ' ba tl y upo pa ie ssM1O C t o tl tl I b Icl g po nt � Appl til�yO�tl i8 pp�f�Q�y�S ntlp F2 CIX�JOa�� O�COfl�pOne 1 ¢� bllry,otb Id Qtl q 9 O�1 d g P 8 C B (lown Isfo 1 � I uppotlot tl d I eb P b ry. Atldi If poroyb g� _ns re t biry ' nngc 1 to siFer p trllfyo��be M1Te� ered Atl�honolp aenibaangolibeoveralls�mc� f-s�h respoSbl�yotlheb�IWngtlefgner_FIX9 eralgmdonc g ding fab � .qoali�ycotol.sbro�je.tlefveryereclona�dbaugmnsWf AN51/fPI1.QuaMyCrMeri¢-050-89ontlBC51BU0dnyCOmponeM 1a515N.OWerFOM.SUilef1300 Salelyll � olion o �I blehomiNSSPla�elnsitule JBIN Le Sleet.5a�e312 Alexandna,VA113I4. CM1eslerfiela,M06301] � ITSOU2trernPine(SAOr5PO11urnberisspen(redihe�deaignvaWesarettaoseeftecWe0ti041ZM10yAL5COt mposedbySPt& Job� Truss TrussType Qty Ply 3000B�ReeKRevivn� 12ot14336 130D1ID E COMMON 5 1 lob Referenre/oofona�l TimeetlanE Wmber Company,Intlianapdis,IN 462iB ]250 s Nug 25 2011 MTeh Intlustnes,lnc Tue FeG 12 OB'.St09 2013 Page 1 JDJwg7ulO5GJEVm?_121g75Ly4V5%-?C11 HAb�CEWHYhC93VHaUuXu?h?IVNbf?OrDryzlx_b 11 511-0 11E-1T 1]6-0 233-5 23410 360-0 3 11 -11 5-11L � 5-95 SA-5 5-9-5 5-&5 5-11-6 41 Swle=1:61 4 4m' _ 6.00 12 6 3x4 % t] 18 3x4 � 3x4 4 5 � 3x4 O q 8 2x4 O 2x4 O 3 9 � z 1011�0 5�= 16 15 �q 13 12 5� _ 3x4 = 3aU= 3a6 ° 3x4= 3x8= 8-10-1 1]-6-0 2G1-15 � 350-0 i 8-10-1 � 8-]-15. 8-]-15 8-10-1 LOADING(psn SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 plateslncrease L15 'TC 047 Vert(LL) -0.15 10.12 >999 240 MT20 197/144 (ROofSnow=p0.0) Lomberincrease i.t5 BC D74 Vert(TL) -0.44 t0-12 >35P 180 TCDL 10:0 Rep Stress Incr YES VJB 045 Horz(TL) 0.14- 10 n/a n/a BCLL 40 Code IRC2006l�P�2002 (Matrix) Weight 14� I� FT=O% BCDL 10.0 LUMBER BRACMG TOP CHORO 2 X 4 SPF No2 TOP CHOR� SVUCtural wood sheathing tlirectly applied or 34-0 oc pudins. BOT CHORD 2 X 4 SPF No2 BO7 CHORD Rigid ceiling tlirectty applietl or t0.0-0 oc bracing. WEBS 2 X 4 SPF No.3 VJEBS 1 Row at mitlpt 7-14,St4 WEDGE with 2 X 4 SPF No2 with 2-10d(0.131"x3")nails antl cross brace Left:2 X 4 SPF No.3,Right:2 X 4 SPF No.3 spacing of 20.0.0 ec. MiTek recommentls that Stabilizers and required crossbracing be installedAuring Wss erectioq in accortlance wiN Stabilizer Installation� uide. REACTIONS (Ib/sizeJ 2=1453/0-38 (min.62�-0),10=1453/0.38 (min.0.2-4) MaXUpfift2=221(LCS), 10=-227(LGS) FORCES (Ib)-Max.Comp./Mae.Ten.-All forces 250(Ib)or less excepl when shown. TOP CHORD 23=-2461/351,3-4=22fi3/325,45=2159l341,5-17=-t609l29t,6-17=1469/319, 6-18=-�469(319,7-18=1609/291,7-8=2159/341.8-9=2263/325,9-10=-2481/351 BOTCHORD 2d6=-225/2127.iS�6=118/1774,1415=-118/t774,.13-14=118/1774, i&�3=1t8/1774. 10.12=-225/2t27 �� WEBS 644=-t44/10t6.7-14=668/170,7-12=-4/466,9-12=-254/151,5-14=-668/170, � 5-16=fi/466,3�6=254/151 NOTES (8) i)Wmc:�ASCE 7-05{90mph;TCDL=6.Opsf.BCDL=6Apsf;h=30k;,Cat.II',Exp B;enclosed;GC E#erior(2);cantilever left antl right exposed; end.vertiral leR and:ngfit exposeQ�W mber DOL=1.33�plate grip DOL=1.33 2)TCLL ASCE 7-0SPf=20.0 psf.(flat roof snow);�Calegory'il;Exp B;Fulry Exp.;CY-L1 3)Unbaldncetl snow loatls�ha4e been cbnsitleretl for lhis tlesign. 4)TFis Vuss fias been tlesignetl for grealer of min root live load of 16.0 psf or 2.00 times Flat roof loatl o(20 Opsi on overhangs� `«t��id�� 5)Th s t uss as been des gnetl for as'I O 0 psf bottom chortl live load nomm�cunent with any oU1er Irve loads. *��t*,``�EC'f''N G(�f��i� 6)Provide mechanlwl connechon(by others)of Uuss to beanng plate capable of withstanding t00�1b uplift atjoint(s)except Qt=1b)2=221�, i `E' •' �/ �i� io=2zi. � . .�GISTFR�., 7)Waming:Addilional permanent and stability breGngtor iruss system(not part of this component design)is always requiretl. ; Q O''•; 8)If Southem Pine(SP or SPp)lumber is specifieE,.the design values are Ihose effective O6/0�/p012 by ALSC or proposed by SPIB. = ? No. 194u04 7 J �, _ LOAD CASE�S) Standartl - • : : • C s 'a '• STATE OF ;' � � %��.c:,.�ND I ANP.;' �•�� • � i�`r`/s`�,ONAi`��G'``\ February 13,2013 mp W3RXSNG-YenPJ d�.4 P � at midRE601�TPS OA9NISENll fNC/.UDE[7 MfYT3fP,ERFr5NC6'PAG£DIIf 9478 EBFOR&USB, �w Deig Idlo e N ��Ml k 1 iF tle g baetl N�po p � s� d- � ra - d'tl Ib Id� g po I. p Applcablty ol tl sig pa 1� ntl p p r ntapomLOn of c po e � po tillty oi b Id g Oe�gn � tl io 8 c g shown � d Izfo lat 1 �pp�tl t d d al bme berso ly Atldt I� � pworyb c 9� - ure � bl'rytl tl gc t �' - t�arep t511ryo[�fie (w�Tek` c�oc AtldionalpermanenlbracingoitFeovemOShucNre-siheresponsbiltyoithebuld gtl sgneofo ge Ig idanceregardng �ab afion.qudlityc tol.slorag_,d I ery ereciionandb�acing,conzult ANSIRPIIOoaIXyCMena.p5B�89andBC519vI1tlingCampona� i4515N.ONerPoM�Suite#300 Sakly IMwmaliom pmilpble from im5 Plate InsiBO�e,)81 Nr LeP$Vee�;$uite 3I2:Akxandn0,VP T2314 G�esler�eltll M06301] iE Southem Pine(SPOC SPO)WmRens speri(red,-.the des�n sratues are,those efiecHve ObW42012 byALSCOr pmqoaed hy SPi&�. JOb TN55 TNSSType Q�y Ply 30006GREEKREVIVAL 120tt433; 1300H0 EG GABLE � � Job Reference(oofonall t iimbetlan�Wm�er Company,Incianapolis,IN 462te ]25D sAUg 252011 MiTek IntluAnes,Inc. Tue Fe�12OB:SLOG 2013 Page 1 I�'Iwg7u105GJtlVmP_121g7SLy4VSX-xa9nis��krmPO?MXAzJ2aJtlJDVqO_enxTKKKwjz�x_Z p-11-0 9A-0 i9-4-0 0.3-0. -11< 9b-0 9b-0 ��-11< 4>5 = Scale:il4"=1' 9 Sheet Prom SHEATHING SHOVJN IS NOT Fuu Sneathing e �� PART OF COMPONENT DESIGN. i Ply 12 x 4+B Dvreinete � 8 00 12 ] / � 11 6 / 12 5. � � � �� ,� 13 p � 14 ,aa/ � ' ' 3 p � �� ' � � � � �� 15 i6 � / � � / / / � � // / 1]�4 � i i i / � i i i i / � i i i x4 32 31 30 29 28 2� 26 25 24 23 22 21 20 19 18 19-0-0 19A-0 � LOADING(ps� SPACING 2-0-0 CSI DEFL in poc) I/defl Ud PLATES GRIP TCLL 20.0 plateslncrease 1.15 TC' 0.77 Vert(LL) -�A� 17 Nr 120 MT20 197/144 (Roof Snovr-20.0) Lumber lncrease 1.15 BC 0.09 Vert(TL) -0.01 17 nlr 120 TCDL 10.0 Rep Siress Incr NO WB 0:15 Horz TL D.00 18 n/a n/a BCDL �0.� Code IRC2006/TPI2002 (Mahix) ( ' Weight 1t81b FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wootl sheathing tlirectly applietl or 6-0-0 oc pudins, excepl BOT CHORD 2 X 4 SPF No2 entl vertirals. VJEBS 2 X 4 SPF No.3 BOT CHORD Rigid ceiling dlrectly applied or 6-�-Q oc bracing. OTHERS 2 X 4 SPF No.3 JOINTS 1 Brace at J�(s):�33,34,35' MiTek.recommentls that Stabilizers an0 required cross bracing be installed dunng truss erection,in accordance with Slabilizer Installafon ou tle REACTIONS All bearings 19-4-0. (Ib)- Max Upldt All uplift 1�0'Ib or less at joint(s)32,18,26,D,29,30,31,23,22,21,20, 19 Max GraJ All readions 250 Ib or less at joint(s)32, 78,25,26,27,29,30�,31,24,23,22,21,20,19 FORCES (Ib)-Mau.Comp/Maz.Tea-All forces 250(Ib)�or less except when shown. NOTES (13) 1)Wntl:ASCE 7-05;90mph;TCDL=6.�psf;BCDL=6Dpsf;h=30k;Cat II;Eep B;enclosetlj CL Ea�erior(2);cantilever lek and right exposetl; end vertical left antl right exposeQ Wmbe�DOL=1 33 plate gnp DOL=t33 2)Truss designetl for wmtl loads in lhe plane of ihe vuss only. For studs exposetl to wintl(nortnal b Ihe face),see Stantlartl Industry Gable �� End Qetalls as apphcable w consuli qualified buil0ing designer as per ANSI/TPI 1. � 3)TCLL:ASCE 7-05;PP20 0 psf(flat roof snow);Category II;6cp B;Fully Exp.;.Cr1.1 � 4)Unbalanced snow loatls have been considered for this design. 5)This truss has been tlesigned for,greater of min roof IiveJOatl of 19.0 psf or 200 times.Flat roof load of 20 0 psf on overhangs nonconcurrent with other Ive loatls. 6)All plates are2x4 MT20 unless otherxise intlicated. 7)Gable requires continuous bottom chord beanng. 6)Truss ro be fully sheathed from one face or securely braced against lateral movement(i.e.tliagonal web). 9)Ga�le studs spaced at L4-�oa "`��i��' tJ to)Provitlesmechani�al con ectioo b o�IhersSfofoVU55 to b aFine lola�te ca able of wilhstandin o 00 Ib u Ilifl a��'oint s 32;18,26,27,29,3q ��*��'1 �AN� r/��/i ) ( Y ) 9 P P 9 P 1 O �� v� , �l /i 3t,23.22,21.20,.�9. ��` � � \STF• G �� 2)Waming:Atltlitional permanent antl stabiliry bracing for tNss system(not part of.this component design)is always required. �'F,C1 R�:•. 13)If Southern Pine(SP or SPp)lumber is specifieq the design values are those effec[ive O6/012012 by ALSC or proposed by SPIe, : P Q�'� � LOADCASE(S) Standartl C ? NO. 799�0475 ? ; — • ' � • ' % '� '� STATEOF %� 2 � � �p.c�'':�NO�qNP.•`��,�: �, • i(/i`r�SJ�NAi,��G```\`. February 13,2013 �WARNt7G V jyd� pmm�ret ondREADH07ESONTHISdNDINCLV£)FDAIIYB�CREFFItBNCEPdG8Bff774T3BSAOR&USB. � �� De g afd� eo N ihMi km Y rs i� tl ig ' ba tl ry po p � ry d � n d tl Ib Id g ponent. Appf d4ry o�d g pa ome� � nd pope orpo al �comPO t e po b I'ty ot b kl g tl g e 1 d g e & g shown i:�o io� i Pwno� a b oi� b oe M_naai u coavice qi re i brNa � 9� o i � n�u�me.eao bnirvonne� MIT@�C• eeea nd6� lperm tlir c g �ifi o Ilsh I e- Po �espo bl�y If� bultl gCesgner_FO.g Igetlance gpQ g lab t .q Ity� t o t g def ery f �ond b ' g,c nsutl ANSIpPII Qe Ity C Xeda DSB 99 antl BC51 BuOSny ComponeM ta5t5 N.ONer Fotly,Suile Y30D Sallylnformafion olabHfmmir�iis b�el��(Wa,]BIM1LeSUeeL-SU�e312:'Alexantldp;Vq2231d Ciie9<�fiel0,M06301] H Sevihem o�e��S?or SPp)lumtiee is specitieC,fie des;gr:vaves are those Htective ON4426l2 by ACSC or proposed by SPt& JO� Tm55 TmssTypE Q�y Ply 300�BGREEKREVIVAL 120114338 130�1ID F GFBLE 1 1 Job ReferenwlooEOnall ❑mbetlantl Wmber Company,Indlana0a�s,IN 06218 ]250 s hug 2520t1.MiTek InCuslnes,Inc. Tue Feb R 08:51'W 2013 Page 1 ip:Iwg�uIpSGJdVm?_121g75LydV5X-Pnj9vCeDV9urP9zkkgq H6X9Uku B9j7y5i_du 59zix_Y -p�11A I 0-]-8 a�ia ��a ' Scale=L 184 9 8 300 12 � 6 5 3x4% ^ 4 I ' 3 u 2 1 y�� i �Xx y -�� ° v7 i'� �3h � X:C 15 14 13 12 N 10 3x10 II B-]A 8-�� Plate OHsets fX Y)' f2'0.�-4 03-151 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 (RoofSnow=p0.0) Plateslncrease 1.�5 TC 012 Vert(LL) -0.00 t Nr 120 MT20 t971144 TCDL 10.0 Lumberincrease 1.t5 BC 0.03 Vert(TL) -0.00 1 Nr 120 BCLL p.p Rep S�ress Incr YES VJB 0.03 Ho2(TL) 0 00 t0 n/a n/a BCDL 10.0 CodeIRC2D06/rP12002 (Matrix) Weight381b FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wootl sheaNing tlirectly applied or 6-0-0pc purlins, except BOT CHORD 2 X 4 SPF No2 entl verticals. WEBS 2 X 4 SPF No.3 BOT CHORD Rigid ceiling directly applietl or 10-0-0 oc bracing. OTHERS 2 X 4 SPFNo.3 MiTek�rewmmentls Ihat Stabilizers antl required cross bradng be SLIDER Lek 2 X 8SYP No2 1-7-11 instailetl tluring truss erecfion,in accordance witl�Stabilizer Insta�la6on uitle. REACTIONS All beanngs&7-e. - QbJ- Max�.HOrz 2=8(LC 5) ' Max Uplik AII��uplift�t001b o�less atjoint(s)2,ti,12,13,�4,15 Max Grev All reactions 2501b or less atjoint(s)1 q2,11,12;13,14,15 FORCES (�6)-Max.Comp/Max_Ten.-All.forces 250 Qb)or less except when shown. NOTES (t2) 1)WinB.ASCE 7-05;90mph;TCDL=6.�psf;�BCDL=6.Opsf;h=3�ft�,�Cat II;6cp B;enclosetl',C-C 6Renor(2);wnlilever left antl right exposed; end vertiCal left antl nght exposetl;Wmber DOL=1 33 plate gr1p,DOL=1.33 � 2)Truss tlesigned.for wind loads in t�e plane of[he.truss only. Fastutls exposetl to wind(normal to the face),see Stantlartl Industry Gable �( °" End Details as apphwble,or consult qualified building designec as per.ANSI/TPI 1. .! _ „ 3)TCLLASCE 7-05;Pf=20.�p3f(Hat roof snow);Category II,Exp B;Fully Exp.;CY-1.1 ��, 4)Unbalancetl snow loatls'have been conside�e0 for this tleSign. 5)This Vuss has been designed�for grealet of min roof live load of 20.0 ps(or 2.00 times flat roof loatl of 20.0 psf on overhangs non-concument with�other live loads. �6)All plates are 2x4'MT20 unless o[herwise�indicated. 7)Gable requires continuous bottom cfioN bearing. 8)Gable slutls spaced at i-4 0 oc. ` "��AN�I�� , 9)This Nuss has been designed for a 10 0 psf bottom choN live load nomm�current with any other live loads `�p f/�r! . 10)Prwitle mechanical connection(by others)of wss lo bearing plate capable of withsfanding t001b uplift aljoint(s)2, 71, 72,�13,74,15. `�� JE �(�� t�)Waming:Atlditional pertnanent and stabihry braung for tmss system(not part of lhis component tles�gn)isalways 2quired. J� �' •' ' �% 12)If Sou[hem Pine(SP or SPp)'lumber is specifietl,[he tlesign vaiues are those eReclive O6/��/2012 Ey ALSC or proposed by SPIB. ` .�P�G�STEA�O., LOAD CASE(5) Standartl = � No, 199u04 7 5 �; ' • ' ' e — % '� �% STATE OF ' 2 � %p�•c�':�fVD I�ANp:�' ��4'�� i�/`�SS/�NA l��,G'\`��. February 13,2013 �SFdRA7NG YmJydes9 Pa+'Q�+��3 dAlsADNO?ESON7NISEMIINCLUilE[7M/TE7CRf3'HRF.P1GEPdGEb4[77473BEFOREUSE. �� D g Id� ly ihMiekco I ih'stlesg M tl hup p 1 rssh n d' i a d tl olb M gco po e I. � nppl b I ry�f d ig po amete nd p pe orpwat on of co po�e t po ti fty ol b-IJ� g gn i 1� d g e a 8 hown Is� I � rpl ppo� � tl d -I �b bc+s N_Atltlt I t polwy bm ' g lo'nmr t bTty�l ' g c � � � iM1e p blll�y of�be �� rec�o�-Atld'�'onal permanen�tiracing oNhe o emll sl � e's ihe respo sdlry ot�M1e bu Itl B tlesgnec Fo 9eneml guitlance regor�ng ImtlCalion:qoality canibl,sbroqe,tlellvery.eiecROn and brocing.Lonxul� ANSIRMII QuaWy GHe�la.�SB-B9 and BCSI Bolltlinp ComponeM 14515 N.Omer FoM:Smle Y300 Safely InlormoM1On,avaibble hom lmsx Pla�e Insfi�We:]BI�N.Lee Sireet.>uite 312.Alexandna.VA 22314. C�es�eKieltl.MO 6301t iE iouthem Pine i5P ur�.SPq)ium5er!s spedfizd;the t4esign vaNes are Nose eftec[ive 06+451ZOt2 M NISC or ptDposetl by 3PiH. Job Tmss TmsSType Q�y Ply 3000BGREEKREVIVFL 1201'14339 t3001ID FG GABLE 1 1 1 h R f ( f 0 Timbetlantl WmGer ComOany,Intlianapols,IN 46218 ]25a s Aug 252011 MiTek Induslries.lnc. Tue Feb 4 OB3L0]20t3 Pd9e t ID'Iwg7 u105GJtlV m?_121g]SLy4V5X-Pnj9vCeDV9urP9xkkgq H6X9R]uAl5m5i_4uS9ziz_V -`-"v�l i 6L-0 � 12�8-0 Ii3-1t4� �13-4 � 6L-0 6d-0 13a q� - Srale=1:53.t ] Snee[Ront Full SM1ea�hing � 1PIy1f"1x4xBDUamete8 � / 8 i2.00 i2 / , SHEATHING SHOWN IS NOT 5 '/ g PARTOF COMPONENT DESIGN. a � � � to �- ii 2 3 /� � . �.� ' � 12 � � � � � 13 1 / 4 . / / n � i i i 2E 23 22 21 20 1 18 1] 16 15 14 � izA°o i 12-6-0 Plate Offsets(X Y1: fi t:0-o-0 0-0-01 LOADING(ps� SPACING 2-0-0 CSI DEFL in (lac) I/deFl Utl PLATE$ GRIP TCLL 20.0 (ROOfSnow=20.0) Plateslncrease 1.15 TC 029 Ven(LL) -0.02 �3 Nr 120 MT20 197/144 TCDL �0.� Lumberincrease t.15 BC 0.13 Vert(TL) -0.03 12-t3 n/r 120 BCLL 0:0 Rep Stress Incr NO VJB 0.17 Horz(TL) o.00 14 nla n/a BCDL 1�.0 CotleIRC2006/TPI2002 (Matriz) Weigfiti1061b FT=O% LUMBER. BRACING TOP-0HORD 2 X 4�SPF Na2 �TOP CHORD Stmc[ural wootl sheathing tlirectly applied or 60-0 oc pudins, except BOT CHORD 2 X 4 SPF No2 end verticals. WEBS 2 X 4 SPF No.3 BOT CHORD Rigid ceiling tlirectly applietl or 6-PO oc bracing�. OTHERS 2 X 4 SPF No.3 WEBS 1 Row at midpt� 7-19 wi[h 2 X 4 SPF No2 wilh 2-10tl(D.�3Lx3")nail5antl cross brace spacing.of 20.0.0 oc. MiTek recommentls that Stabilizers and requiretl cross braung be installed during truss erectioq in accordance with Stabilizer Instailation uide. REqCT70NS All bea�ings�2-&0. - (I�)- Max Uplifl All upliR 100 Ib or less aljoint(s)21,22,23,P,�Q.15 excepl 24=120(LC 5),14=-120(LC 5) Max Grav All reactions 250 Ib or less at joint(s)24, 14,20,21,22,23,18,17,t6, 15 ezcept 19=372(LC 5) FORCES (Ib)-MaY.Comp./Mac.Ten.-All forces 250 Qb)or less excepl when shown. ��i j } TOP CHORD 5{=18/307,67=32/313,7-8=32/3t3,&9=18/307 � � WEBS 7-19=356/D . V�� NOTES (t3) 1)Wintl:ASCE 7-�5',90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=36ft,Cat.II;Eep 8;enclosed;GC EMerior(2)',cantilever lefl and right exposed; end vertical left antl nghl exposeQ Wmber DOL=1.33 plategdp DOL=1.33 2)Truss designed for wind loads�in the plane of Ihe tmss only. Por sNds exposed to wind(nortnal to lhe face),see Standard Intlustry Gable Entl Details as applicable oi consult qualifietl builtling tlesignecas per ANSIRPf 1. "��, 3)7CLL:ASCE 7-05;Pf 20 O.psf(Flat roof snow);Category II;E�p B;Fully Exp:;Ct=1�.1 ��\��. A 4y�' 4)Unbalanced snow loatls have been consitleretl tor[his design. `��G Nc,��G�, 5)This truss tias been designetl.for greater of min roof live loatl of 12.0 psf or 2.00 times flat roof loatl of 20.0 psf on overhangs �� . ;�G�ST�R'•. �� non-wncurtent with other live loatls. ,c� 6)All�plates are 2x4'MT20 unless ot�envise indicatetl�. : P `C7�-, 7)Gablerequires continuoos Gottom chord beanng. — j NO. 7 49�D-0 P5 '; � B)Truss to be fuly sheathed from one face or.securely braced against lateral movement(i.e.diagonal web). _ _ 9)Gable stutls spaced at 1�-0 oc. � = � =, ;� � ? '10)This truss hasbeen designed for a 10.0 psf.botlom c�ord live load nonconcurtent wilh any other tive IoaCS. �� 'a '+ STATE OF � Q + �11)Pmvide mechanical connedion(by others)of iruss lo bea�ing plate capable of withstantling 1001b uplift at)olnt(s)21,22,23,17,16,15 % � ' ' W � 'C� �•. / p..? � excep[(�=�b)za=izo.ia=i2o. % .c •.?dDI.AN � : 13)I�Southem P oe(SPPor SPp)lumber is s�lpecfied,the tles gn v lo s aie ffiose effective O6/0120t2 b yALSC Ior pmposeC by SPIB. ',',/��SSJ�N��l�'��`\`t\ LOAD CASE�S)Siandard February 13,2073 Q werswmc� ve,.fs a�9 P�„Et �a3esen xoras ort rrnseAm txcLrmsa r�ttai:�n�sxcsreceaat�zara aeeans us�. . �p De g oftlt . se N �hMl k cl iH��tl sg � b� d ly p pa t ho tl � ra tl d Ib Irt gc po nL G Appl bity Ideiig p le ��ndp per c rpomt f� mpo 1 po IGftyofb Id gtl gne li tl g �8oc gshown � B rsfo ht I pnonof d d I "" e b N-Atldt It mpo ryG gt ore t blNd gc t ibr 3mer p ialltyonne N1iTek` ecbr Atldfonalpnmanenihoango�in werolisimclure'sineresponsbpryorihebuildngtlesgner.FOge �guidan< egrding toonca�iori,qoality mn�mLStorage,tlellvery,erectlon antl bracing.consulf qNSIRPI1�Qubfty CMenv.DSB-B9�and BC9 Buildng Gomponerp 1G515 N.OUIer FoM,Sune#300 SoFeh Iniwmoiien voilobe tmm Imss Pla�e Insfi�ote.)Bl N.Lee Sveel Sei�e 312,Akxanana:Vq 22314 C�esteNalq M06301] tt Southem Pine CSP ot�SW�lumheris specified,the besinn values are those effettive pfi.+Gqt2012 by ALSC ar proposed by SP;& Jo� TN55 Tm55TypE Oty Ply 30006GREEKREVIVAL 1301�4340 13001ID G MONOTRUSS 5 1 lob RafrrPnrelnnfnnall •iim�etlanE WmOerCOmpany,Intlianapolis,IN 46218� i 250 sAUg 252011 MiTek IrMUSVies,ir¢'. Tue Feb 1208:51:081013 Page t ID:Iwg7u105GJGVm?_i 21g;SLy4VSX-hHV6VerGS0i1 JVJwIOM Wlkia01T2SVGEwtlpR_¢Ix_X k11a 53-12 - 14�E 041-0 53�12 � 5342 3x4 = Srale=L12.9 4a5= 5 3.00 12 3xe % 4 5>6 % 3 9 2 � I � � 6 4x12 �I 2x4 II 3x8 = 53-12 10-]� 53-12 � 5342 � Plate Offse�s(X Y)' f2'0.8-0 Etlqe� LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/tleil L/tl PLATES GRIP TCLL 20.0 p�ates Increase 1.15 TC OAO Vert(LL) -0:02 7 >999 240 MT2� i971144 (ROOfSnrn+=200) Lumberincrease 1.t5 BC 0.31 Vert(TL) -0.05 2-7 >999 180 TCDL ��0 Rep Stress Incr YES VJ8 0.34 Horz(TL) OA2 9 n/a� n/a BCLL 0.0 CotleIRC20D6/iP12002 (MaUix) Weigfit471b FT=O% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No 2 TOP CHORD Simc[ural wootl sheathing directly applied or 6-0-0 oc pudins, excepl BOT CHOR� 2 X 4 SPF No2 end vertiwls, VJEBS 2�X 4 SPF No.3 BOT CHORD Rigid ceiling.directty applied or 10.0-0 oc bracin9. 07HER5 2 X 4 SPF No3 � Mi7ek�recommends that Sta6i1¢ers antl required�cross bracing be SLIDER Left 2 X 8 SYP No.2 2-9-2 ins[alled during iruss erection,in accordance with Stabiliier Infll�f g 'd� REACTIONS (Ib/size) 2=478/0.38 (min.0-1-B),9=394/0.38 (min.0-1-8) Max Hoa 2=69(LC 5) Max Uplik2=�04(LCSj,9=-91(LC 5) Max Grav2=498(LC 2);9=451(LC 2) FORCES pb)-Max.Comp./M�.Ten.-All forces 250(Ib)or less excepl when shown. TOP CHOR� 23=-730/82,3-4=-645/92,6-8=-29283,58=29/283 BOT CHORD 2-7=122/641,6-7=t22/641 VJEBS 4-6=-583I141,5-9=-060/94 NOTES (g) 1}r�`r^�/ �(Y � �� 1)W ntl'ASCE 7-05;90mph TCDL=6 Dpsf;BCDL=6 Opsf,h=30ft;�Cat.II;F�cp B{enclosed;GC Ea�erior(2J;ranlilever left and right exposed', entl vertical lefl antl nght exposed;.Wmber DOL=133 plate gnp DOL=t33 2)TCLL'.ASCE 7-OS',PF20 0 psf(Flal roof snow);;Category II;Ezp B;Fuiry Exp.;CY-1.1 � 3)Unbalanced snowloatls have heen consideretl fonthis tlesign. 4)This tmw has�been designed fw greater ot min roof live loatl of 20.0 psf or 2.00 times Flat roof loatl of 20.0 psf on overhangs nom:nncurrent wilh other Iive loatls. 5)Thisiruss has been designedfor a 10 0 psf botlom chord liveioatlnonconwrrent with any other live loatls. 6)Beanngatjoint(s)9consitlersparallelto,grainvalueusingANSbTPftangletograin�fortnula. Builtlingtlesignershouldvenrycapacityof ��y��j` 7 Provide mec a ical connection b others of Iruss to bearin late ca able of withstantlin 100�Ib u lifl at'oin[s 9 ecce t rib 2=�oa. .�#��\EG�NG ��/i� ) ( v ) ea a e P i ( > a0- ) �. v C�� . 8)Waming:Atlditional permanent and stability breang for truss syslem(nol part of this component design)is always required. � �` •• ' i 9)If Scuthem Pine(SP or SPp)lumben is specifieq the tlesign values are those effective 06/01/2012 by ALSC or proposetl by SPIB. ` +�P�6�$7ERF•• % Q�'- LOAD CASE�S) Stantlard — ; NO. 1 99COA 7 5 �} = ' • . S e ' ; � �• sraTE oF � e ; ":p�.��'':'NO i ANP.`��.�� •• t, �• /'',F'�SSi��A�w t��,`'`` February 13,20.13 �WdRNING-�V�dw:gnpom�nd dRF2(iN01FSONYNISEMI/NC4UDEDMITSIfREF'Et2&NCBPAGEB3I7�473HEfORS[1Sfi. � p g al'tlf N ��Ml kco ect .i '�tlesg - ba tlonryop p 1 rssM1O a tl� �ora d tl Ib Id- gco pan �. � Appf adlty �tl ig paanel�antlp pe ' �ryor �o 'o compo e �' po'tilfy �b Id� gtl Sgn �W tle'9 B g hown 's I f I uppoh f d tl Iweb bers N�Adrlf I� mporaryb � gt - ur 1 blryd � gc t cf ' �h ponstil�ryo(1M1e �� erect �_Atlditionalpe n�,MOCing ilFeoverallzl ture-s�heresponstul'tyo�t�ebaltl gtles'gner_FOrgeneralgudoncere9o�tling fadr 1 � ,auafiry frot sforoge:d I ry�erection a d M � g:consuB ANSIRPI1.OuoIHy CrMeviu,OSB-89 antl BC51 Bulltlinp Componertl t4515 N.Omer Porty,SuNe#300 SWety l l -afien 'Iabk homirvss Pbte lnitiNte)BI N:l Siree�.5oite 312 Akxantlna,VA 2231< C�esleRielq M0630P If Sauttiem�me f�ar SPn}lumbetea sae^dird�:he des, c va7ves aze fhoxe efFecWe Ofi19i+2012 by ALSC or praposed�by�5Pi9. JDb Tlu55 TN55 TyP2 Qry P�y 3000 B GREEK REVIV4L 1201/4361 t300110 GG GABLE � � I b R f F Il TimOe�ane LumberCOmpany,Intlianapolis,IN 06218 ]250 sAUg 252011 MiTek Intluslnes,Inc. Tue Pe0 408:51:09 2013 Page t ID:Iwg]u105GJtlVm?_121g75Ly4VSX-L9rv+KttTim8ZiT56r5�IByFqei�061Q09HZ_X2zix W -011�4 6d-0 12-8-0 � 13---0 - Oq t-0 6-0-0 � 6A-0 p-11-0 Scale=Y.23.6 4afi-- s SHEATHING SHOWN IS NOT Sneei From PART OF COMPONENT DESIGN. FuIlSheeNinq / � � t Pty 1/1 x 4 x 8 Duremata 5 � �� ] 6.00� � � � � / / �� / /� 20 q �� / �/ 8 � � � � � � � �� / ; � / � � � � � ' � ��' � � � i �' � z /r r, / � / �„ � , � � / /' i ,o �� / //// '�// , //� , /� , /// /, / /// � // � // // � � " ]o x �x 'x � : xxx� x � xxrxx .,,r.x x;< � � �x i� � ��:xn x 3x4 = 18 1] i6 15 14 13 12 3x4= 12 8-0 12 8-0 —� LOADING(ps� SPACWG 2-0-0 C51 DEFL in (IOG) I/tlefl Utl PLATES GRIP TCLL 2�.0 plates Increase 1.�5 TC 0.12 Vert LL -D.00 11 Nr 120 MT20 197/t44 (Roof Snow=20.0) ( � . TCDL 10:0 Wmberincrease 7.15 BC 0.05 Vert(TL) -D.�O 11 n/r 120 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TLj 0.00 10 n/a n/a BCDL 10.0 Cotle1RC2006/iP12002 (Matrix) Weight481b FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHOR� Stmclural wood sheathing directly applied or SO-0 oc putlins. BOT CHORD 2 X 4 SPFNo2 BOT CHORD Rigid�ceiling tlirecty applietl or 10.0-0 oc bracing. OTHERS 2 X 4 SPF No.3 - MiTek recommends that Stabilizers antl requiretl voss bracing be installetl during truss erection,in�accordance wifh Stabilizer Installation �uide. REACTIONS All bearings�2-B-0. Qb)- Maz Upfift All uplih 1001b or less atjoin[(s)2,�0,iQ.t7,18,14, 13,12 Max Grav All reactions 250 Ib or less at joinl(s)2,10, 15,i 6,17,18,14,t3,12 FORCES Qb)-Max.Comp./Max.Ten.-Ail forces 250(Ib)or less except when shown. NOTES (�2) t)W nd:ASCE 7-05;90mph',TCDL=6.Opsf;BWL=6.OpsF,h=30(t;Cal.II',Exp B;enUOSed;C-C E�enor(2)',cantilever left antl right exposed; end vertical leR antl nght exposetl',lumtier DOL=1.33 plate gnp DOL=1.33 2)Tmss tlesigned Por wintl loatls in[he plane of the truss only. For stutls exposetl to wind(normal to the face),see Stantlard Intluslry Gable Entl Details as applicable,or consult qualifetl tiuiltling Eesigner as per ANSI/TPI i. 3)TCLL ASCE 7-05;Pf=20.0 ps!(flat mofsnow);Category II;Exp B;Fully Exp.;Ct=t1 � 4}Unbalanced snow loads have been consitlered for this tlesign. � 5)This truss has been tlesignetl for greafer of min rao(live load of 15.0 psf or 2.00 times flaf roof load of 20 0 psf on overhangs � nonconcurrent wRh other five loads. 6)All plates are 2x4 MT20 unless otherwise�indicatetl. 7)Gable requires confinuous bottom chord beanng. 8)Gable sWtls spacetl at i-4-0 oc. 9)Tliis truss has been tlesigned�for.a A 0.0 psf bottom chortl live load nonconcurrent with any otherAiveJoatls. 10)Pmvide meUanical'wnneclion(by others)of truss.to beanng pla�e capable of withstantling 1001b uplift at joint(s)2,1�,i6,17,t8,14, 13,12. \l\Ui1111t1tt �1)Warning'Addilional pertnanent and stabilily bradng for tmss system(not part of this component design)is always required. ��p tl�� 12)If Southern Pine(SP orSPp)lumber is specifed,the design values are lhose effective O6/0 V2012 byALSC or proposed by SPIB. ``\�>>�JtiG�NG t�G�i�/ LOADCASE(5) Stantlartl � :�('j1STER�, o Q� O: � = % No. 199C0415 ; • ' ' . _ � "° '- STATEOF ' 2' � �:9a.c �.�'I;D�AWP:`\�4'�: �' . ii�i,JSisl'�NA,t��,Cj`��`� February 13,2013 �SF6RHING Y�d g pmm.cet vnd RF6D I.Y�TPS ON 4AISAMi lACLUD&�h9T8X RfiFPRENC$PdGE B97f 7473 BBPORE USE. .. �. . �e .� fafo, y �hMl kco cl iM1itl sig bc tlo lyop pa (- sM1 d' fo d tl Ib Id g o po nl. �• qppf oblry f 25ignp ete andp pE !p olp ! � pp e t po til'�y�ofb Itl gtl B �1 tl g B q hown 61 b� oliuppw� � tl tl I �b m bcvi ly,qtltll' I IBTpo�ary b� C g� 5 e 5� dlty dV� g o � Ct � 1�B E p �bilf�y ol�pe erec�antlditionoipermanenlbacingofineovemistmc�we'smeresponsblryoltbebuildngtlesgner_Porgneralg�itlancee9qrdinP MiTek' .tab ton,qmfrya t I'� gs,del ry eclionadb c qconsutl ANSIRPp�puallYyG'�1ana.OSB-89antl661BUiltlingCOmponeM 14515N.OUlerFOM,�+ileV3D0 SaMylMwmalfon 'I bkh mimsSPb� I �ItutB�IBI N L Ste¢1 SuI�e311.Alexantln'a,Vq2231d {�Sou2hern Pine(SPor So7)Irmter�s speatred,iMe des gn ra�ues are those ef{e_^tive 0&!95i2G12 ALSC pr proposes!try ST.B. cnes�emem.Mo 63oi� IJob Tm55 TnissType Qly Ply 30008GREEKREVIVAL � ROt14392 `130D110 H MONOHIP t t Jo�R=ference(oofonall Timbetlantl�um�er Company,IntlianapoM1S,IN 96219 >250 s Aug 25 2011 MTek IntlusVies,Inc Tue Fe�4 0@5V.09 2pi3 Page 1 ID:Iwg]u1056Jtl Vm?_121g]SLy4VSX-L9rviKttTi m82R56r5t(ByFiRiqJ67 y09HZ_X2ilx_W -0.11-0 � a40-0 , 541-8 � 0-11-0 � 4-10-0 � 1-1b Scale=1�3�.1 4�.6= 6aU �I 3 4 8�0 12 3a6 i 2 3x4= � ' � � fi 5 � 4a5-2z4 I� 2x4 �� 4-0�-0 5-11-8' � 410-0 r11-8 I Plate Ofisets IX 1�' f3'03-12 0.2-0� LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) I/defl .Ud PIATES GRIP TCLL 20.0 (ROOfSnovr20:0) Plaleslncrease 1.t5 TC 0.62 Vert(LL) -0.03 6-7 >999 240 MT20 197/144 TCDL �0.� LumbeUnaease Lt5 BC 024 Vert(TL) -0.09 6-7 >740 180 BCLL p,p Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 9� n/a n/a BCDL 10.0 Code�IRC2006/iP12002 (Matrix) Weight351b FT=O% LUMBER BRACING TOP CHORD 2 X d SPF No2 TOP CHORD StruIXUrel wootl sheathing directly applied or Si 1-e oc pudins, except BOT CHORD 2 X 4 SPF No2 end verticals,and 2-0-0 oc putlins:3�. WEBS 2 X 4 SPF No.3 BOT CHORD Rigid ceiling direc[ly applietl or 10.0-0 oc bracing. OTHERS 2 X 4 SPF No:3 JOINTS 1 Brace at Jt(s�:4 MiTek recommends that Stabitirers and required cross braang be installetl'tluring truss erection,in accortlance with Stabilizer InsWllation uitle. REACTIONS Qb/size} 7=297/43-8 (mia0.�-8),.9=198/0.&8 (mm.0-7�) Max.HOa 7=142(LC 5) M�Upiift7=16(LC 5),9=86(LC 5) Max Grav7=493(LC�B),9=273(LC e) FORCES (Ib)-Max.Comp/Ma�c.Ten.-All forces 250(Ib)or less excepl when shown. TOP CHORD 2-7=435/38 WEBS 4-9=-276/B6� NOTES (1q) ��• ' V ° ' � �)Wntl:ASCE 7-05;9Dmph;TCDL=6 Opsf,BCDL=6 Dpsf;h=30k;Cat.II;.Exp B;enclosed;GC E#erior(2);cantilever leR and.nght ezposetl; entl vertical lefl antl nghl exposeQ Wmber DOL=1 33.plate grip�OL=t33 2)TC�C ASCE 7-OS,Pf 20.0 psf(fia(roof snow);:Cateqory II;�6cp B-Fuity Exp.;Ct-1.1,Lu=50-0.0 3)Unbalanced snow loatls have been consitle�edlor lhis design. 4)This Wss�has been designed for greater of min roof live load of 20.0 psf or 2.00 limes 9a1 roof load of 20.0 psf on overhangs. nontoncurrent with other liveloads. 5)Pmvitle atlequale tlrainage to prevent water pontling. 6)This tmss has been desrgnetl fo�a 10 0 psf bottom cho�d live loatl nomm�wnent wi[h any oMer live loatls. `�\�t�119f1f�!!i� ''beanng suRaces)9 considers parallel to grain value using ANSIiTPI 1�angle to grain formula. Builtling tlesigner should verify capady of \`,�,��JE�ANG��>,�� e)Promtle mechanical wnnection @y others)of Vuss to beanng�plate capable of withsfanding 100 1b uplift at joint(s)7,9. : �' � i 9)Graphical purlin representation tloes not depic[tfie slze or ihe onentation of the pudin�along Ihe top and/or bottom chord. . :�(j1STf/a'••• 10)Waming'.Atlditional permanen�and stabiliry breung�for tmss system(not part of lhis component design)is atways.required. � + P ��: � 11)If Southern Pine(SP or SPp)lumber is�specified�,[he tle3ign values are Ihose eftective O6/OV2D12 by ALSC or proposed by SPIB. = ' NO�. 7 99'J6A 7 5 } � LOAD CASE�S) Stantlard � • : ' e C � '� �� STATE OF � � � %pt�.c�. rND�.,AN�'.- �``.�".� /J��SS+�NA 44E-��.�'�`,` February 13,2013 Qwerrrraic-�v hi�m�a�.,�e �,arssaD�NO�saxrafsermrucumEnaursrcru�easscareceffir-7ara�eseazrtus�. — n -p.s�g 6tl) ore y ih M2 kco i T�u tle g m tl �ry op a t h tl' f a tl tl I b ��g po nL �� Aopl b'f�y fdesig pa � � ntlpope corp r � � � po enf' epo �6fry fb'IC gtle 9 �1 d�'�9 &ab gsbown - bte I ppotl t tl -d I b a N:A-dt It mpaayb �ngta-nsor t Tyd ' gc ft f �¢ihe� sPO bll�ya�Ne e�^C r_Atld'fonalperrna enldatingoi�heo era0sf � e Rierespo '6fryoltM1ebuld atleslgner.io ge ealg idanc regarQnB MiTek' fabnm�ion,amfity wAmL slorage,tle4very,erectlon antl wacing,co�solt qNSIRPII Quality Crilede,�SB�89 nnd BC51 BoA�n9�omponeM i<515 N.Ouler FoM.Suite 11300 Salaty Inlwmalien.Ovailable fmm iNSZ Pble InSflNfe;JBP N:IPe$tr¢el$ui�e 312.A�xOntlria.VA 22314 GbesterfielJ,MO 6301] 1f�SuuthemPine�SPOrSPp}Itimheriss9e='�f�d:ihFdasi nvaNexarethoserirecttve05I1�1�17tiyAL5CorproAOSe�tiy5P�8. Job Tmss TN55Type Q�y Ply 3000BGREEKREVIVAL 120114343 1300110 HGR MONOTRUSS t ^ � L nM1 Rafn�nnro lnn�n TimbedanEWm�erCOmOany,inaianapol¢.IN462i8 )p50sAUg25ID11MiTeklntlu=vies,lnc TueFeb40d51:iD2013.Page1 IDJag]u105GJOVm? 121g]SLy4VSX-pLOIXDg6o46QGcfJPpO_k9nqp61pwMy%OxIY3UZlx_V -0.11< 53-1" 10.]-8 0-i t A 5-342 5342 Scale�=122.9 nx12 = 5 3x4= 3 W 12 3a6 = d 4>5 % 3 2 'j 9 rJ �� o 07 1 10 11 12 � 13 14 6 6x10 II 2x8 II BaE _ 5.M1-12 � 10.7-fl � 5-3-12 5�12 Plate Offsets(X Yl: f2:0.7-12 0.2-91 fS:Edoe 0.1-81 TCADING(ps2o 0 SPACING 2-0-0 CSI DEFL In Qoc) I/tlefl Ud PLATES GRIP (Roof Snow=20.0) Plates Increase 1.15 TC �.83 Vert(LL) -0.OS 6-7 >999 240 �MT20 197/144 TCDL 10A Wmberincrease 1.15 BC OBO Vert(TL) -0.12 6-7 >999 t80 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.01 9 n/a n/a BWL 10A CodeIRC200B/TPI2002 (Matrix) Wei9ht:1011b FT=O% LUMBER gRACING TOP CHORD 2 X�4 SPF No2 TOP CHORO Stmctural wootl sheathing directly applietl or S9-t5 oc putlins, excepl BOT CHORD 2 X 6 SPF No2 entl verticals. WEBS 2 X 4 SPF No.3'ExcepY gpT CHORD Rigid ceiling tlirectly applietl or�0.�-0 oc brecing. 5-6:2 X 4 SPF No2 OTHERS 2 X 4 SPF No.3 SLIDER Left2X6SPFNO22-&10 REACTIONS (Ib/size) �2=2507/D-}8 (min.0.2-0),.9=2063/0-3-8 (min.0-1-B) Max Horz 2=81(LC 5) Mau UpliR2=272(LC 5),9=230(LC 5) Max Grav 2=2526(LC 2),9=2122(LC 2) FORCES (Ib)-Max.Comp./Mar.Ten.-All fomes 250(Ib)or less except when shown. TOP CHORD R3=36901320,3-4=3659838,45=452/3fi,6-6=t69/t97'I,58=169/197� BOT CHORD 2-10=-368/3498,7411=368/3498,1�-'12=368/3498,7-12=368/3498,7-13=368l3498, 1314=366/3498,614=-368/3498 WEBS 4-7=-89/1956,4-6=3313/363,&9=-2t40/232,8-9=342ffi ,� • 1 V " ' ' NOTES (12) �)2-ply truss to be connected together with 10d(0.131"x3")nails as follaxs:� . Top chords connected as tollows 2 X 4-i mw al 0-9-0 oc. Botlom cfiords connectetl as follows'2 X 6-2 rows a�0.9-0 oc. Webs connecletl as follows:2 X A-1 row at 0.9-0 oc. 2)All loatls are cbnsitlered equally applied to all plies,ezcept if�no�ed as front(F)or back(8)face in the�OAD CASE(S)section.Ply to ply wnnections have been provitletl to tlistribule only loatls noted as(F)or(B),unless otherwise indicated. 4)C�LL ASCEI 7R-OS PF=20 psf(Flatroofbsoow)LCategoPry tll��,E p BOFolly EPp.��p� �tl;GG Fxterior(2)',canlilever left and right exposetl; ``,``;��ti��'ANG��G��i� 5)Unbalanced snow loads have been consitleretl for this tlesign. ,�� . :��-j�STER�'. .;,� 6)Thistruss has been designed for greater of min roof live load of 20.0 psf or 2 00 times flat roof load of 20 0 psf on overfiangs � Q Q'•. � nonconwrrent wit�olher live loads. — � NO. 199C04 7 5 ; = 7)This Vuss has been designetl for a�0.0 psi�ottom chord live load nonconcurrenl with any other live loads. — — e)Bearing at joinqs)9 mnsitlers parallel to grain value using ANSIRPI 1 angte to grain SortnNa. Boiltling designer shoultl veriry capaclly of _ � ; t R - beanng surface. � � �� STATE OF � C � 9)Provitle mechanical conneciion(by others)of truss to beanng plate capable of withstantling�1001b uplift at Joint(s)excepl QHb)2=212, � y � : tp � s=2ao. �. �.c�'::�DIA41?;.•' �� . 10)Hanger(5)or other connection tlevice(s)shall be provitletl suffiCient to support concen[rated load(5)7401b down and 61 Ib up al 0-&12, 'i F ' ' � ��` 6��Ib up at&Stl 2 onbbotlom chord. The'd sgn/e�lec[ion of such connection�device(s�nthe�r spons bil ry of olhersntl 7401b tlown and ��i��SSjONAi'E��`�� 11)Waming Atltlitional permanen�antl stabiliry breung for truss syslem(not part of this component design)is always required. FebfUBfY�1$,2��3 Ge�t��e�EY1�AR �4(SP or SPp)IumDer is specifeq ihe design values are lhose'effecbveb6/OV2012 tiy ALSC or p�oposetl by SPIB. A�YA2NING Ycrzjy da gn p.mmeeders� d Rf60 MI7PS ON TN75d7�Z lNCLVOBD hIIYffifRFFP.RSNL&P6GEAIIt 74T3 BSFOR&US&. . . � . . . IsY lateal potl I nd tl I ebTe be .T�ly�Adtli �le poa� c 9 ei se � dI1Ytl Iw�a tl tl� Ib �Idingc ponenL �° �2g Itlf EOIy hhLT2Y Apolmbfty �d ig p lersantlp pe� c rpw fo o� po 1 s epo strltyofb Itl gtlesigne tl d gn g gfiown r pon dllfyonne MiTek` er t nodionolp a ibr 'naofineweml�st I �h esW b�lryo�ih b ildngtlesgner.FOr9eneralgutlanc gordmg fa MCa� . q at tyc f I. to 9 de lvep.erecfona tlb ' 8- nsul� qN51/IPI1�pua111yGtlerla.D38�89antlBCSIBUpRi gCOmpeneM f<515N:OinerFOtly,SuiteY3W Saletylnlormalion ovolabefromimssPlotelnsf�o�e)BIN.Ie 9ree�,S�� 312.Akxantlna;VA22314. Cheslerfield,M06301J tt So�ihern�ine!SP or SPoI iumceri�s�etiCre¢,ihe Gesigr.vaives ere those efFecvre{t�tp112072 by ALSC or OraO�sed by SPP& Job Tmss TmssType p�y Ply 30ooBGREEKREVIVAL 1201t4343 13001ID HGR MONO TRUSS t n � �oe a f � r � n TimEetland WmEer Company,Intlianapdis,IN C62ie ]250 s Aug 25 2011 MiTek Intlus�nes,Inc.Tue Feb t4 OB'S110 2013 PaBe 2 ID'Jwg7u105GJtlVm?_121g75Ly4V5X-pIOIXDg6o4GQGcfJPpO_k9nqq61 pwMyXOxIV3UZlx_V LOAO CASE(5) Slandard 1)�Snow:Lumber Increau=1.75.Ptate Increase=7 J& Unifarm Loatls(pl� Vert:1-5=-60,&6=20 Concentrated Loatls(1�) -verc.io=�ao�F�i�=�ao�F7�iz=�ao(F)is=aao(�ia=�ao�F) �Accar�ar�c.�Jyag�ynP�m,�e �,anEam�xssoNniisarmurcarmsorms�crzeeenEUCSrer,sasr7arasr�roeerisa — De gn oftli e ly ��M'iekm xl ID d sg b� tl ry po {w 1 s� tl sio o tl tl Ib Id' gc po I. � qppN<otNity idesig pa le a ap per orpw t -o�c po t pa 'tifry Ib ia gd 'gn 1t tl 'g e 8 c g fiown �,� b� � P�� d b � e � h_Add� �� ry�. 9� _�, � a�ryd 9� � , ,�ne P e��of,ne MiTek' t r. nddro�ai pe en�aoan9 0�rne we�a�i:t tlure x itie,esxns brry otine bu Id B ae:'9nec Po aenerol9�danc re9arQna Yobncqfon,quafity mnlrol sforaBe,tl Nery erecfion onC brocing;mmWl ANSI/fPl1 Quafity CeXMa,�SB�B9 antl 9C51 Builtling CompeneM tO5t5 N.ONer PoM,Suite#300 Sabfy InformaMon��omilable hom imss Pb�e Ins\itu�e:J81'N.Lee 9ree1,iuile 312.Alexantlno.VA 22314. C�estaifielE.MO 63D1] tf 5outhern Pine{SP or SPn�lumbe�is�sDeci6ed,the design va(ues are those efFe�tive 96�1�2 by dISC ar proposes�try SPP$. Job Tmss TmssType 0[y Ply 3000BGREEKREVIVAL 120t14344 13001t0 I COMMON 5 t Job Reference fwlonal Tmbetlan0 Wm�e�Company,Incianapolis;IN 06216 - ]25D s Hug 252011 MRek InEUnnes,Ina Tue FeE 1208:5Lit 4013 Page t ID:Iwg7ulO5GJtlVmP_121g75Ly4VSX-HYyglZhkZNOHumEVZWVDHNKy94WOtqchcb25b�¢�U 4-11-12 9A-0 i4-0-4 i9a-0 b� 4-1142 4A-0 484 4-11-12 -11-0 4y6= SWIe:1l4"=T 3 8.00� 12 ii 4�fi�i 4r.6 � z 4 .q 2x8 II 2x8 II � 5 � 6 �4 9 10 8 ] 4�c9= 3!0 = 3x8° 4'9 9bC I 19-0-0 i 9A-0 9b-0 LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) IIdeFl Vtl PLATES GRIP TCLL 20.0 Plateslncrease 1.15 7C 0.99 Vert(LL) 11:i2 8-10 >999 240 MT2� 197/144 (Roof Snow40.0) Lumber Increase 1.t5 BC 0.59 Vert(TL) -0.30 7-e >751 180 TCDL 10.0 Rep Stress Incr YES We 0.49 Horz(TL) 0.�2 7 Na. n/a BCLL 00 Cotle1RC2006/TPI2002 (MaVix) Wei hC�881b FT=O% BCDL 10 0 9 LUMBER BRACING TOP CHORD 2 X 4 SPF Nn2 TOP CHOR� Struaural wood shealhing tllrectly applietl�or 6-0-0 oc purlins, except BOT CHORD 2 X 4 SPF No2 entl verticals. WEBS 2 X 4 SPF No:3 BOT CHORD Rigid ceiling direc[ty applied oct0-0-0 oc bracing. MiTekrecommentls that StabilizeFs and�required�cross bradng be installetl dudng tmss erection,in accortlance with Stabilizer allafon qu tle� REACTIONS pb/size) t�760/Mechanical,7=829/0-38 (min.41-6) Max Ho21�32(LC 5) Max Upliftl(A-49(LC 5),�7=84(LC 5) FORCES (Ib)-M�.Comp�/Max.Ten.-All forces 250 Qb)or less except when shown. TOPCHORD 1-2=358/50,&11=699/94,311=622/123,3-'12=62Zt22,4-t2=-699/iD6,-4-5=349/61, 1-10=-293I56,57=34M1/99 BOT CHORD 9-10=�I632,&9=0/632,7-8=0l627 WEBS 3-8=3�/443,2-10=553f11,44=579/59 NOTES (9) i��r� 1)Wntl_ASCE 7-05;90mph;TCDL=6 Opsf;BCDL=6.Dpsf;h=30ft;CaL II;�EZp B',encloseQ GC E�erior(2);wntilever left antl�ight exposetl; � ' � entl vertical left antl righl=xposed;LumDer DOC=1.33 plate grip DOL=t.33 i ;'� A 2)TCLL ASCE 7-05;Pf=20.0 psf(Flat roof snow);�Category II;Exp&Fulty Ezp.;Cr1.1 !�.� 4'V� 3)Unbalanced snow loads have been consideretl for.this design. � 4)This wss has been designed for greater of min roof live load of 16.0 psf or 2.00 times Flat roof loatl o(20.0 psf on overhangs nonconcurtenl wi[h other live loatls. 5)This truss has been designed for a 10.0 psf bottom chortl live load nonconcurrent with any other Iive loatls. 6)Refer to girtler(s)for truss lo truss wnnxtions. 7}Provide mechanical wnnection(by,Mhers)of fruss to bearing pla�e capable of withstantling t001b uplift at joint(s)10,7. "��„ 9)l�SOUthern P ne(SPPor SPp)lumber ss�lpecfieq the des Bn values are�hose effedive 6P012012 by ALSCIor proposuetl by�SPIB. \```�1�`�JEG�N�,��, / LOADCASE�S) Stantlard � :�,'�\STEq,c'^•� ;Q� `Cj•. = :� No. 7 99G04 T5 �; _ _ .• • % '�� STATEAF �� ¢ � %��.c�''.�NDi.ANP•:��4'�: '� � . � .. '/��i�iSS10fJAi t��` February�13,2013 �[AdRMNG P .{yda9�P - etasm�dRE9DFA77PSONTAIStNPtNCLUD£�b9IZ4KRBFERtiNCPPdGEffitIA4T3BEFOREV&8. � . . De g I tl 1 N �h M1 k t ih' d Ig bo tl N�PO p ��les xh tl i ,o tl d I b -Id n9 po �. Appl olry �tle 9 P � - antlp pe rp ral � o pone � po bfNa�� b Pd 9�e 1l aesg c & gs�own � Isf I t I p od I tl tl I O e b N- Atltl� II pnoryd g�o' ore � bltyd � Bc t 1 tr ep bll�yollM1e �q re � Adtlt ho�p en�bacingolM1eo IlstrcWe Ib po idlfyo�ibehoiltl gdeegnecFapeneralgutlanc rego�dn9 �y��1Q� tob f qaftycot C1 oge,tlef ry ecYO�otlboc g,cnsuB ANSI/IPI1QuoIflyCMetla-DSB-B9antl9C51BUI1dnBCOmpeneM 1C5�SN.ONarFOny(SUi�ef300 SaklylnlormaM1On avabb'ehomims PI �elnsitute.]BIN L eSlree�.Sei�e3l2 Alexo�Mna.VA2231A-� C�ezleefieltl,-M06301] tt SouShern Yine ISP or.SPp)tum5�eris sxn@ed,ihe de:;grt valuas are tROSe ettecFire D&milTP1T by AISC ot r000sed'dy S�& JOb TN55 TN55 Type �ty Ply 3000 B GREEK REVNAL ROt14345 1300110 J COMMON 1 1 lob Referencelon(nnab TmEetlantl WmOerCOmpany,Indianapolis,IN66218 ]250 s Aug 252011 MTek Indusvies,Inc. Tue Fe�4 08:51'.11 2013 Page t ID'Iwg]uIOSGJtlVm?_121B�SLy4V5X-HYygIZhkZNOHUmEVzNNDHNK2n WRSlsMhc6256zz1x_U 3-11b ]-1-8� 12.3-12 iZ3b 8-2-� � 3-0tA 38-0 484 � 441-12 -11-4 4�= St'ale:1/4"=1' 3 8 DO 12 14 3x4 �i 13 4a5� 4 4a5- 1 2,� II s � � x4- 11 12 6 � l4 io 9 e � 4�= 3x4 = 3x8= 4a9= ?-7b 1]3-8 � �-]-e I 9b-0 � LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl� Ud PLATES GRIP TCLL 20.0 plates��lncrease t15 TC 063 Vert(LL) -0.14 7-6 >999� 240 MT20 197/144 (RoofSnovr-20.0) Wmberincfease 1.15 BC 052 Vert(TL) -0.35 7-8 >582 �80 TCDL 10.0 RepSUesslncr YES V4B 038 Horz(TL) 0.02 7 n/a n/a BQL 0.0 CodeIRC2�DG/TPI2002 (MaVix) Weight861b Fi=O% BCD 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No 2 TOP CHORD Struclural wootl sheathing tlireclly applied or 60-0 oc putlins, except BOT CHORD 2 X 4 SPF No 2 end verticals. `NEBS 2 X 4 SPfi:No.3'ExcepC BOT CHORD Rigid ceiling tlirectly applied or 10.0-0 oc bracing. 5-T.2X 4 SPF No.2 MiTekYecommends that Stabilizers anBrequiretl cross bracing be OTHERS 2 X 4 SPF No3 inslalied iluring Wss erection,in accordance with Stabilizer I tal(ti � REACTIONS Qb/size) 7=747/0-3-8 (min.0-1-8),12=655/D-38 (min.0.1-B) Max Hoa 12=78(LC 5) � Max Upfift7 78(LC 5},12=-03(LC 5) FORCES p�)-Max.Comp./Ma<.Ten.-All Forces 250(Ib)or less ezcept when shown. TOPCHORD 2-13=-544/10Q313=-437It22,3-�4=47Zt'18,4-t4=570/102,45=-372/51,'IPt'1=01477, 1-11=0/477,5-7=346/93 BOT CHORD 9-10=01397,e-9=0/397,7-6=0/537 VJEBS 3-8�32l337,2-'10=-099I2,44=-448/65,L12=-670/44 NOTES (9) ( i)W nd ASCE 7-05;90mph;TCDC=6.Opsf;BCDL=6.Opsf,h=30ft;Cal II;6cp B;enclosed;GC E>2enor(2);cantilever lek and nght exposed; `�� 1 I V vv entl vertical leR antl righl exposed;Lumber DOL=733 plate grip DOL=1.33 � 2)TCLL ASCE 7-OS;P1=20.0 psf(Fla(roof snow);Category II;Exp B;Fulq�Fxp.;CY-1.1 3)Unbalancetl snow loads have tieen considered�.for this design. 4)This huss has been designed focgrealer of min roof live loatl of 1fi.0 psf or 2.00 times Flat roof loatl of 20.0 psf�on overhangs non-:nncurrent with other live�loatls. 5)ThiS Vuss has tieen tlesigned�for a�10.0 psf bottom chord live load nonconcurtent with any other live loads. 6)Beafingat jofnt(s)12 wnsiders pamllel[o grain value using AN51/TPI 1 angle.lo grain formula�BuiltliBg designer should veny rapaciy of b2ann9 surtace. �ti41l1111/117t 8'Wamm Addtooalcermanenlabtlstabili' bacinlfortmsssPstemnolblartoffhistcomnonenOtdes�lln �is�alwa(SSr ,uiretl.. +��\\`��qN� 1j��i ) 9� P p) pedfied,Ihe tlesi n values are Ihbse effective O6/Ot/2012 6 9A'LSC or Yro�setl b SPIB. ��;\ 'f'� �•" ' C��/ ��i 9 Jf SauMern Pine(SP or SP lumber is s g y p po y � . P�G\ST�q"co f: . LOAD CASE�S) Standard � � % ' ; No. 749C64.15 ? = _ . . - s 'o �= STATE OF ;� 2' � � 9�.c��':�ND4ANP.•'\�tc.�'`: . i/��i�^�`S/ONA `��`� February 13,2013 �WdRMNG-YmfydesgnParmrec#e-+andRE9DNQ72SQNTHISdNDfNCLUAA��R4YEXREFPItfiNCEPdGSBIIl74TJ8EFOR&USE. � Deg 6tlf. e N �bMlkc� 1 �ilis8e59 � tl ly p ppo - sb tl� l a tl tl Ibldgco pOenL � APPI dl ry f tl i9 P� �..- tl p pe c ryorai -' � po n�- �po bRry (b hl 9 tl '9n f f tl 'g et& g Mwn i � i: aaonoi a d i p ce o a. naci i� w �vw e� �, � erHe e� � r '.�ne a air+vor+ne MiTek' raclw natllt�onalp m en�Gaang Ifheweralist �ure2lM1erespnsbl�yo��hebuldngtleignerPogeamlgotlanc gartling fobn.afion.qualifV con�ml.ns�omge;tlellvery:eredion and brating,mr:soH AN51/fPl1 Quality CMeria,OS8�E9 ontl BC51 BWdinfl ComponeM W515 N.OWer.FOry,Suite i1300 SeklylMOrtnalion OvOIIpblEbomiNisPlo�elnS�BN¢.IB1N.Lee9rt¢�.Soi�P312.AlexantlnO,Vq2231d C�esleiL¢IqM063019 ttSauihemPine.�SPOtSPp)Pom'aeris��spedfre6,fiedesi va3uesarethoseefte<weUF✓OU'Z012tryALSCarproposetl��dp�5Pf8. JOE Tmss TNSSTyp2 Q�y ply 3000BGREEKREVIVAL 130D110 K GABLE q 1201143C6 5 Tm�eOantl Lumber Company,InEanapdis.IN<6218 ]250 SAUg 2520H MiTek Induslnes,Inc Tue Pe�12 OB:ST.12 7013 Pd9e i ID:Iwp7ulO5GJtlVm? 121g]SLy4VSX-mkVJ2yvIMKhXBW.vphXD�SpatBlvobOD6qrFneBNZlx_T -13d 4-1-� � 6d-0 I]-118I 12-0d I 16-24 I 2o-3-8 y18-1i �13�� 4-1-� 2d-9 1-]E 4-0-02 3-9-15 4-1-1 T3-0 4>6 = 4a9= Scale-1:G6.3 4 33 34 5 / i S�eatROrA �;� � i Righ�Optia ab14 1 Fly 12 x x 9 Duramate t20o�3x4� � SHEATHING.SHOVJN IS NOT 3x4 �� PARTOFCOMPONENTDESIGN. � � � � � o / � 2 � �� ] i �� 8 � � ,.xx ,n�x � . 1� 1] 16 15 3x4 = 3aE _ 3x8= 3x4° 3x8= �4 13 12 11 10 9 _ ziis � i>a-z E ��io � zaa� �415 44-02 3-0� 4E 14 PlateOffselslXYT f4'0.4-00-7-t21 IS'0.7-40.7-t21 TOADING(psZO o SPACING 2-0-0 C51 DEFL in (loc) I/deFl Ud PLATES GRIP (ROOfSnovr-20.0) Plateslncrease 1.15 TC 07t Vert(LL) -0.087517 >999 24� MT20 �g7/�qq TCDL iob �umberinuease 1.t5 BC 0.40 Vert(TL) -D21 iS17 >674 �80 BCLL 0.0 Rep Stress incr VES VJB 0.73 Horz(TL) O.Ot 9 Na n/a BCDL 10.0 CodeIRC2�06/TPI2002 (Matrix) Weight1971b FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD SUuclurel wootl sfieathing directly applietl or 6-0-0 oc pudins, except BOT CNORD 2 X 4 SPF No2 end verticals,and 2-0-0 oc puAins(6-0-0 max:):4-5. WEBS 2 X 4 SPF No.3 BOT CHORD Rigid ceiling directy apDlietl or��-0-0 oc brecing. OTHERS 2 X 4 SPF No.3 VvEBS 1 Row at midpt 4-15,5-14 with 2 X 4 SPF Nn2 with 2-10tl(0.131;'x3")nails antl cross brace spacing of 20.0.0 oc. MiTek recommentls that Slabilizers antl iequired cross bradng be installetl during truss erection,in accortlance with Stabilizer Installation uitle. REACTIONS All bearings 7-1Y0 except Qt=length)�7=0-38. (Ib)- Max Upfrfl Ail�uplift 1001�or less�aljoint(s)14,17, 10 excep�9=-100(�C 5) Max Grav All reactions 250 Ib or less atjolnl(s)13, i2,1 t,10 except 14=797(LC��12), 17=t056(LC 12),9=628(LC 12) FORCES (Ib)-Maz.Comp/Max.Ten-All forces 250 Qb)or less excepl when shown. ) TOP CHORD 3�=526/199,5-6=-338/20Q 2-17=457/208,7-9=-016222 }l�� s BOT CHORD 1617=0846,iS16=0/346 \ � ,( r A WEBS 545=0/377,Si4=-529/0,3-17=5W/0,59=447/0 � t1�,Vt NOTES (13J � i)VJintl:ASCE 7-05;90mph;TCDL=6.Opsf BCDL=6.Opsf;h=30ft;Cat II;Exp e',enclosed',GC E�ctena(2)',cantilevei left antl right exposetl; entl vertical leR and right exposeQ Wmber DOL=133 plate gnp�OL=1'.33 , 2)Truss Oesigned for wintl loads in the plane of the[mss only. For studs exposed to wind(normal to[he face),.see Standard Intlustry Gable End Details as applicable,or consull qualifetl building tlesigner as per ANSI/TPI t „ }i��i��„ t 3)TCLL:ASCE 7-05;Pb20.0 psf(flat root snow)�,Category il;Exp E;Fully Ezp.;CY-1.1,Lu=50.0.0 ��1 t�� 4)Unbalancedsnow loads have been consitleretl.for Ihis tlesign. � ��, ��NCp O� 5)This tmss has�been tlesignetl for greater of min roo(live loatl of 12.0 psf or 2.00 6mes Flat roof loatl of 20.0 psf on overtiangs Q�� +• • C��/ �� nonconwrrent with other live loatls. J ' ✓�`j1STER•••. 6)Provide atlequate drainage toprevent waler ponding. � ; Q' �0�: 7)All plales are 2x4 MT20 unless otherv+ise indicatetl. = � NU. 199COG 7 5 �} — B)Gable stutls spaced at 140 oc. ' — 9)This truss has been desig�etl for a t��psf bodom chord live foatl nonconcunent with any o�Fier live loads. _ � ; �� _ �0)Pmvide meUanical connection(by others)o(truss to beanng plate capable of wit�standing�1001bvplift at joint(s)74,1 i, 10 except � -d '. STATE OF � Q' � Qt=1b)9=100. 11)Graphical purlin representalion tloes not tlepict the size or Ne onentation of ihe pudin along Ne top and/or.bottom chortl. %pflT�'��!vOtAN?�.•�'+��'�.�� 12)Waming:Atlditional permanent and stabiliry bracing for tmss system(not part oF this component design)is always requiretl. �'i� �S ��"' �\ O� 13)If Southem Pine(SP or SPp)lumber is specified,Ihe tlesign vaWes aie those efrective O6/01/2012 by ALSC or pmposed by SPIB. ��ii��S��NAi r�� LOAD CASE�S) Stantlartl February 13;2013 �IBERARNG V .j'Y des 9 PmvnreE ar+d RP1D IATES ON..THIS dM!fNCLUDFl1 A4fT8KREPPl2SNCSPdGEDIIf 7473 BBfOR&USB: � , :�w Des 9 fC t 5 N ��Ml k con � .ih¢tleig c po tl N�p Po � rs � d 1 n tl d b Id g po I. ■, APPICablly �d g P �¢� tl[fOp2 f[:OIO� IC � ¢n1 ' Islo bt I ppw'oi d tl i-� b b ry. Atldto It poo d c�t brvre bb tYdtl' 9 � �o � nitierePO till'ryolme tl e �w Adtl'� Ip Ibr ngolih vnollsWCNresinerezponsdl�yo�lhebuild gtlesgnecFOrgenemlgmtloncerega�dn9 MiTek' labncaion.qually confmi sbraqe;tlelvery,eredlon ontl bmang,wnmll AN51/iPll pualHy CrMMO.OSB-89 and BCSI 9vptling ComponeM �¢515 N.OWer PoM�Suile H300 SaMy InbtmoFon v labie hom lmss Pla�e InS�i�u�e.)Bl N.lee$V¢B�.SVI�e312,Akxantlna,VA 22314 GOesleNelO.M06301] If Sou.hern Vine{SP or SPp)Itiinber is spetlfirc,the tlesian vmtues are those eflective O6J�7�2012 byALSC or praponetl by SPI& Job Truss TivssType Qty Ply 3000BGaEEKREVNnL 12011034] 13�110 L MONO HIG t 1 Job Reference loptiona� Tim�e0an0 WmOer Company,Intlianapolis,IN 46218 ]250 s Aug 2520�i MiTek Intlusines,Inc. Tue Feb 4 OB:51:132013 Page 1 ID:Iwg]ulOSGJdVm?_t 21g'SLy4 V5X-Ew4RAFi_5'?�?740t4uhMOPSKJOP]qEz4vXCgpzli_S I -0.11-0 I 240-� I 541-8 i 0-11-0 2-10-0 3-i-e q�y._ Scale=L20] 3 iQ d 800 12 3a6 i 4 � 2 3x4 = 9 1 0 6 �� 5 � 3x4= <u6 = 2x4 II 2-0OA 5-11� 2-0�-0 3-0-8 Plate Offsets fX Yl' f3�0.6-t2 0.2-01 LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tlefl Ld PLATES GRIP TCLL Z�.O Plates lncrease 1.t5 TC 0.37 Vert(LL) 0.01 6 >999 240 MT20 197/144 (ROOfSnow=2D.o) Wmberincrease 1.i5 BC o.io Vert(TL) -o.o� SE >999 180 TCDL 10.0 Rep Stress Incr NO VJB 0.10 Horz(TL) �.0� 9 Na Na BCLL 0.0 CodeIRC2006/TPp002 (MatnxJ Weight:351b FT=O% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD 5[ructural vrood sheathing directly applietl or S�1-8 oc pudins, excep� BOT CHORD 2 X 6 SPF No2 enC verticals,.and 2-0-0 x putlins:34. VJE65 2 X 4 SPF No.3 80T CHORD Rigid ceilinq�directly�applietl or t0.�-0 x bracing. OTHERS 2 X 4 SPF No.3 JOINTS 1 Brace aUt(sjiR MiTek recommends.IhaTStabilizers antl required cross bracing be installed during Iruss erection,in accordance with Stabilizer Insfallation� uide. REACTIONS Qblsize) 7=391/03-8 (min.0.1-8),9=395/03-e (min.0-1-e) Max Horz 7=t06(LC 5) Max Uplift7=141(LC 5),3=-189(LC 5) Max Grav 7=532(LC e),8=477(LC 7) FORCES (Ib)-Max.Comp./Mau.Ten.-Afl forces 250(Ib)or less except when shown. TOP CHORD 23=-34t/130,5-8=-134/321,4-8=134/321;24=505/152 WEBS 4-9=-083/'192 NOTE$ (13) `I��/\/� /r /'1 V v v � 7)WnC'.ASCE 7-05;90mph;TCDL=6 Opsf;BCDL=6 Opsf h=30ft CaL II;6cp B;enclosed',C-C Eaierior(2);wntilever lek antl right exposed; entl vertical left antl right exposeQ Lumtier DOL=1 33 plate grip DOL=L33 I� l/ t/ � 2)7CLL'.ASCE 7-05;Pf=2�.0 psf(flat r0of snow);�Category II;.E<p 8'�PUlly Exp.;Ct=1.1�,Lu=50-0.0 3)�Unbalanced snow loatlshave'been consitlered.for Ihis design. 4)This truss has tieen designed.for greatecof min roof live load of 20.0 psf or 20�times Flal rooF load M 20.0 psf on overhangs nonconcuRent with othei live loads. 5}Provide atlequate tlrainage topreven�water pontling. 6)This truss has been tlesigned for a t0 0 psf botlbm chord live load nonconcurrent wilh any other live loatls�. ��ti��i>�,��1�qF 7)beanng surtaces}�9 consitlers pa211e1 to grain vaWe usirg ANSbTPI 1 angle[o grain fortnula. Builtling designer shoultl verify capacity of `�p�J�GAN��i� 6)Prowde mechanical ronneclion(by olhers)of Wss to beanng plate wpable of wiNstantling�OO lb upliR at joint(s)except Qt=ib)7=�4t, w�* 'f' ' G ��i s=ies. J . 'G�STEq'• . :�Q�`O FO'-. 9)Graphical pudin representation does noldepicfthe size or the onentation of[he pudin along the top andbr botlom chortl. � — �0)Hanger�s)or other connection tlevice(s)shall be pmvitled sufficient to support wncentraled loatl(s)1321b tlown and t52 Ib up at 2-10.0, = NO. 199G04 7 5 �; and 70Ib tlown and 31 Ib up at 3-11-4,antl 90Ib down antl 191b up al 59-12 on botlom chord. The tlesigNSelectlon of such - _ con0ection tlevice(s)is the responsibility of others. _. • ' t ♦ _ �i)WaminqAdditional pertnanent antl stability,braqng for truss system(nol part of[his mmponent design)is always required � 'o '• STATE OF � 4' " t2)In t�e LOAD�CASE(5)seclioq loatls applied to the face of ihe.tmss are noted as front(F)or back(Bj. � ��'•, � � ��`�� p.: 13)1f Southern Pine(SP or SPp)lumber is specifietl,fhe tlesign values are lhose effective O6/0 V20t2�y ALSC or proposed by SPIB. � TF'••�'+�F/+N,, �P �� LOADCASE(5) Standard /��/4�j�jS10HA"E�� February 13,2013 Continuetl on a e 2 �WdRXfNG Vmf�jdsg pm+xnretosandRE9bN07PSON771fSdNDINCLUJEQA777EKRF�`Fl2&'M'BPAG£ffi77473B5POR&U58 ��. D g Gai se N ��M� K t i' tl sg ba� tl ly p pP I h tl� f a �C Ib Idi g po Appl tilry f desip 1 � and p pe ryo`o� 1 o po I' po bl'ty t b Id 9 de gn �1 �tl 8 e 8 g �own � I510 I � 1 ppotl0f d -ci I b b Fy_Addl II W ryb - g�o'nsur 1 bl�yd nngc � f � �h p nShcl�yo��M1e MiTek` C2C�O.Atld'�'onalpPlmanen�b'OG1n901heov2lallstuclure�i111efe5pJSbll��yot�llebuld BdesignPf.FOgen¢lalgutlanc 2QOrtling taoncafion.qu6liry control,slordQe,tlellvery:erec�ior�ond brocinq�consul� ANSI/fPll poaBly CtXeria.�5B-89 ontl BCSI BoIkPn9GemponeM 145i5 N.OWer FoM.SUi�e 11300 Saletylnformalionovalo�lelromimssPla�elns(IUleI81N.Lee9reel.5ui1e312:Akxantlna.VA22314. C�esteNeltl,M06301> - 1f Southerr.Pine�S�ur SPO)PomSer is spedtietl,the tles*an values are those efiectrve 05+Ci12W2 b AlSC ar pro sed try SP4& Jo� Tmss Tmss Typ¢ Q�y p�y 30D0 B GREEK REVIVAL 12011634] 13W11� L MONOHIP � � Job Refere�ce(ooFonall Timcetlan0 Lumber Company,Intlianapolis,IN<6218 )250 s Aug 25 2a11 MiTek Intluslnes,Inc. Tue Fe0 t2 OB�.51.13 2013 Page 2 ID'Iwq�u IOSGJaVm?_19g7SLy4 VSX-Ew4RAFi_5?fP�40�drahMOPSKJDP7qEz4vXCgpzlx_5 LOAD CASE(5) Stantlard 1)Snow:Lumber Increase=tl5,Plate Inc�ease=1.15 Uniform Loatls(pl� Vert:L2=-60,23=£0,3d=60,5-7=20 Conceniretetl Loads(Ib) Vert 5=90(F)6=132(F)11=7�(F) �[7dRNING Versjydcg y °t andREdDM17ESON7Ffl5dNDIIJCLUJE�MITEKRbY'ERPNC&PdGEffit�4T3BEF'�R&US&. ' ��ppp De q ftl i e o ly M MT 4 c 1 in s tle ig bo tl N�p pp I sho d Y on tl tl I b Id ng ponent � Ap I bilivoftl �g pao t tlpo � wo�alro t po e f po tillryolb Itl gtl g e ott d� gne B� gzM1Own '¢f bl I ppotlot tl d I �b b ry Adtl� Ile p� ryb c gl ' Vre � blrytlV' gW � lo � ih epo ftini9 oitne MiTek' are t ndo'ionolpef �dac'ngoliheoveralistroaure'sihaiespo dlryo�YM1 bulb' gtleg�ecFOrg rol9�tlance godn taon � q oliry c f I. 1 ge,delvery erec(on antl brac ng consult AHSIRPII QoaGly CMma D5B-89 antl BC51 BuOSng CompaneM M515 N.OmerFO�ty,Suite#3�0 SoMtyllormalion oloblfrmlmSSPlatelns�luleJ8lN.Lee9ree� SU� 312.Akxanono,VA�22314 'C�es�e�field,M06301] If So�Ehern Pine(SA or Saa)lom6eris soeci(ied the tlesigr�va(ues aie Mase efFective ONL42912 by AlSC�or rnpased dy 5�9. Job Tm55 TrussType Qty Ply 30009GREEKREVNAL q 20it4340 13Wt10 LGR HIP � J JobRefe�encelooConah TmEerWM LumeerCOmOany,indlanapoliz,IN 46218 ]250 sAug 25 201t MiTek Intluslnez,Inc Tue Feb 12 08:51:�4 2013 Page 1 ID:Iwg�ulOSGJtlVmP_i 21g]SLy4VSX-i7epNbjcsl nsl@4eeTwu?yVNjTtls]G�JZGICPZI._R r13A� 0-1-] I 141E � 12Ad iF2-T I 203-8 i �1-3-0 d-t-� 3-9-15 6A-12 ,3-9-15 4-1-] 4x9= 4� = Scale�.3116"=1' 4 15 t6 5 12.00�'l 3i6 O 3afi O 3 6 4r6 \� 4ro �/ � 2 � ' �M 14 1] .3 12 �� 18 10 19 g 20 8 2x8 I I Bx8 = 4x9 fiC'o = exe = 6a6= �xe I I � a-i-� ai�� iz<-2 I is-z-i I zo-aa � 4-1-] 3-9-15 4<42 3-9-15 4-1-i Plate Offsets(X Y)' 14'67-4 0-0-121 fi0-4-0 0.1-121'f 13'0-38 O-a-OI LOADING(ps� SPAqNG 2-0-0 CSI DEFL in (loc) I/de8 Utl PLATES GRIP TCLL 20D (RoofSnow=20.0) Plateslncreese t_15 TC 077 Vert(LL) -00511-03 >999 240 MT20 189/123 TCDL 10.0 Lumberinuease 1.15 BC 049 Vert(TL) -0.11 ti-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0 69 Ho2(TL) 0.02 8 n/a n/a BCDL 10 0 Code IRC2006/TPI2002 (Matnx) Weight:459 Ib FT=0% LUMBER BRACING TOP CHOR� 2 X 4-SPF No2 TOP CHORD Shudu2l wood sheathing direclly applied or 6-0-0 w pudins, eicept eOT CHORD 2 X 6 SPF No.TExcepY end verticals,antl 2-0-0 oc pudins(6-0-0 max.):4-5. 8-�2:2X 6 SPFS 2t00F 1 BE BOT-0HOR� Rigid ceiling direc[ly applied or 10.0-0�oc bracing. VJEBS 2 X 4'SPF No.3 REACTIONS (Ib/Size) t4=738t/0-3-8 (req.0-4-2),8=10125/03-8 (req.0-4-4) Max Hoa 14=63(LC 5) Max Uplifti4=-WS(LC 5),8=-1322(LC�S) nnax Gre��a=�as�(�C i2),a=iosai�LC iz) FORCES (Itij-Mas.Comp./M�.Ten.-All fomes 250 Qb)or less except when shown. TOP CHORD 23=5685l810,3-4=5494/83Q 4-15=383�/647,1S1fi=3630/642,5-'16=-383�/642, 5-6=5527/839,6-7=5900(793,2-14=-7158/9'I6.�7$=6980/877 BOT CHORD 1&'13=-025/4023,'11-'12=-025/4023,11-18=338/3799.10.18=336/3799, 10-19=4'17/4039, 9-19=-017/4039 WEBS 3-13=-75/448,3-17=534/186,4t 1=503l3414,5-10=508/3485,6-10=505/166, t 6-9=4�/41'I,2-13=477/4706.7-9=-514/4687 � (//�� / "''J ( Y NOTES (i4) � 1)3-ply Guss to De connectetl together with 1 Dtl(0.131"x3")nails as follows: d� � Top chortls connectetl as follows:2 X 4-1 mw al 0.&0 oc. Bottom chortls connecled as�follows2 X�6-3 rows at 0.5-0 oc Webs rqnnecletl as follows:�2�X 4-1 7ow at 0.9-0 oc. 2)All loatls are consitleretl equally applied to allplies,;except if noted as fmnt(F)or back(B)face in the LOAD CASE(5)section.Ply to ply conn=ctions have been prowtletl to distnbute only.loads noted as(F)or(B),unless otherwise.intlicated. 3,endvertScalEeft ntl�ghl e�sed',6 OmbeBDOL=6 335plate gnp DOLII;'Enp 8;enclosed;.GC EMenor(2);.cantilever left antl nght exposetl; '`;��t��N��tq�if`'/ ' 4)TCLC ASCE 7-�S;.Pf-20 0 psf(Flal roof snow),�Calegory II;�Exp B Fulq Exp.;Cri 1,W=50-0-0 �� }-v ..• . ��L �� 5)Unbalancedsnow loatls have been consrdered for Ihis design. � (91STEfl�`' 6j�This truss has been tlesigned fo�greater of mimroof live load of 12.0 psf oC2.001ime5 Flat roof loatl of 2�.�psf on overhan9s �'Q� `FO'., � non-cOncurrentwithotherliveloatls. — � N0. 199�Od75 �q 7)Provitle adequate dreinage to prevent waler ponding. _ _ e)This Wss has�been tlesignetl for a t0.0psf bottom chord live load nonconcurrent wil�any other live loads. - � � ' � = 9)WARNING:Required beanng�siie.at�omt(s)14,8 greaierthan input bearing size. � 'a '+ STATE OF � Q' " t0)Provide mechaniral connection(by others)of iruss to beanng plate capable of wilhstanding t00�1b uplift at joint(s)except Qt=1b)74=975, ;. �$f '- % Gl j e=iaz2 � :�'�.c�':!NOIAN?;�� `' �` 11)G2phical purlin representation does not tlepict the slze�or ihe orientalion of the pudin along tt�e top antl/or bottom chord. ��i FSS � �f�� \��` �iy1j!/'�ONA;,£t\��`� February 13,2013 Continued on e 2 �W6RNING-Vmzfy dcs jr.P�+n� d RF1D IA?ES ONYTfISAND INCLU1lED MfYEKRFI'E(2ENC&PdGEXfI TCT3 BEFbR£USk � Desg I'tlf N ��ekco ecl .fistlesg ba d ly po pa� � h tl' 1-o tl tl Ib Id gc po t . � Appl bl�y �tlESig pp O E� C p F`e otpIXO�q Of C f» 1 p 'b'I� ol b Id g tl 9ne I� d (j & g �own ;� ere�clo�_AtlG�on�alpertnonen��tra��9o�flieoverallsime�veas�M1eepons�b'I'tyoHhebuilC�gtlefgnerPwgenemlgotlanceega�Cing �� MilPi� fab �afion,quaBfy,mnhol,slorage.tl 1 ry ereclion ontl bracing.convull� ANSI/IPII QuaNy CrMMa.OSB�89 nntl BC51lufl3np CompaneM 14515 N.OWer fotly,Suite#300 .SaktylMO�moXen ovailaolehomlmssPlo�elns�l�u�e,�]B1N.LeeStree�.5ai�e312Akxantlna.VA223M. C�eslerfielQM06301� It3outhernPine SPU��5Po11um4errssPautre4�lhedes:9nvaluesarettsoseefiernre06cU2M[by.ALSCarnroposed�bYSPiH. Job TNSS TmssTyp¢ aty Ply 300DBGREEKREVIVAL 120114349 13001W LGR HIP � � J b Rei f � 17 Tim�ertand Lumber Gompany,Inoianapol¢,IN 46b8 ]2W s Aug 25 20t 1 MiTek Intlugnes.Inc. Tue Feb 12 08:51:14 2013 Page Y ID:Iwg]u105GJdVm? 121g75Ly4VSX-i]epN�jcslnsl@4eeTwuPyVNjTtls7G7JZGICFZIx_ft NOTES (�4) 12)Hanger(s)or other connection device(s)shall be pmvidetl suffcient to support concentratetl loatl(s)1434 Ib down antl�96 Ib up a� 2-0.12, 1434 Ib down antl 196 Ib up a� 4-0-�2, 14341b tlown and 1961b up al f>0-12, 1434 Iti down and 1961b up at.e-0.12,�434 Ib down antl 196 Ib up at 10.0-12,14341b tlown and 1961b up at 12-412,1434 Ib'tlown and 1961b up at 14-0-t2;14341b down�and 1961b up at�16-0.12.antl 1434 Ib down antl 19616 up at 18-0.12,antl 2888 Ib down and 3801b up al 20.1-12 on botlom chortl. The design/selec[ian of such connecliaddevice(s)is Ne responsibility of others. ' 13)Waming:Addilional permanent and stabilily b2cing for tmss system(nbt patl of this component design)is always require0. 14)If Southem Pine(SP or SPp)lumber is specified,the tlesign values are lhose eRective O6/O V2012 by ALSC or proposetl by SPIB. LOAD CASE�S) Standard 1)Snow Wmbe�Increase=�.15,Plale'Increase=LtS Unifortn Loads(pl� Vert'1-2=60,2-0=-60,45=60,5-7=-60,&14=20 Concentrated Loads(Ib) Vert'.�4=-26 t2=5434(6)t3=�434(B)11=1434(B)10=1434(B)9=1434(B)8=2868(B)17=-1434(B)18=1434(B)19=9434(B)20=4434(B) �WbP.HING-��V�dssg pmamet dRSADMITESONTNISdNDINCLUD&O1RtSffiCR&PFRI1CSPdGaffiI7473�BEFOREUSP. . ..�. De on altlf eo bvniM1MT kco ecto ih' tleig - ba tl ryupo p verssho dsioro d tl Ib 'Id g poneni �• hpplwbliry f'd Ig paa I �andprope; �poraio oico po 1u epo bili�yoib Id gtlesiqne �f deCgn .B �s�own �erec�m�Atltl�ooalpermanenl�boangotbeo e�rallshv�WrexiM1erespon blryol��hebulC�gtleslgne Porge emloutlonce qg d�oflhe .�� fobnwtion.qualiry mnhol.s�omge,tlefrvery;erection antl bracing,conzult ANSIpPII pvofM GXena,OSB-09 ontl BC51 BuOmng Component 14515 N.ONer Fo�ty,Suile b300 SakNhrtormation vailoblehomimszPbfelns�ilute,>81N.LeeSiree�,5ui1e312.Akxantlna.VA22314 C�esterfield,M06301] It 3ou.hem Fine ISP o�SPp�iumberis s�eGtre�;ihe design ra�ues are Mose effec[ne 06.b12012 by ALSC or proposeG by�5Pt9. JO� TN55 TmssType Qty Ply 30009GREEKREVIVAL 120114349 1300t10 M MONOTRl155 2 1 Job Reference o tion I TimbetlaM LumberCOmpany,lndianapolis,IM6fi216 ]250 s Aug 252011 MiTeh Inaus�nes,Inc Tue Feb 12 OB'S1:1520fl Page 1 ID:Iwg7ulO5GJtlVm?_121g]SLy4VSX-A1CBaxkEticvjNO YGCM_9ftDVpc7scbkQGXDOJkizlx_Q -0-11-0 I 5-11-8 'o-n< s-iia ' fixg� Scale=1325 3 8.00 12 8 3a5 i 2 3xa = � I i 4 Im 4 5 2X4 II �"S 5-11-8 5-01� Plale OHsets(X Y): f3:0.2-9 Etlqet LOA�ING(ps� SPAGING 2-0-0 CSI DEFL in (bc) I/defl Vtl PLATES GRIP TCLL, 20.0 (ROOfSnow=20.0) Pla�eslncrease i.t5 TC 0.32 Vert(LL) -0.OS 4-5 >999 240 MT20 �97/�44 TCDL ao.o Wmberincrease 1.75 BC 031 Vert(TL) -0.73 4-5 >536 18� BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 7 n/a n/a BCDL 1�.0 Code IRC20�6/iP12002 (Matrix) Weight:321b FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF Na2 TOP CHORD Structurel wood sheathing directly applied or 5-t 1-e oc purlins, excepl BOT CHORD 2 X 4 SPF No2 end verticals. ' VJEBS 2 X 4 SPF No.3 BOT CHORD Rigitl ceiliog diredly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SPF No.3 MiTek recommentls Ihat Stabilizers antl requiretl cross bracing be installetl tluring truss erection,in acco�dance with Stabilizer Installatio u REACTIONS Qblsize) 5=297/0.3-8 (min.0-1-8),7=t98/0.3-8 (min.0-7-6) MaxHoa 5=t57(LC 5) Mas Uplift5=3(LC 5),��=-B9(LC 5) Ma<cra�s=soz��c z�,�=zn��c z� FORCES (Ib)-Max.Comp./Maz.Tea-All forces 250(Ib)or less except when.shown. NOTES (9) �)Wind'.ASCE 7-05;90mph;TCDL=6.Opsf;BWL=6.Opsf;�=30k;Cat II;Eup B;enclosed;GC Extenor(2);canlilever lefl and righl exposed; entl vertical lefi and nghl exposed;Lumber DOL t.33 plate grip DOL=1.33 .�� 2)TCLL ASCE 7-05;Pf=20.0 psf(flat rooFSnow);Category IP,�Exp.B;Fulty F�cp.;Cl=t.i � 3)Unbalanced snow loatls have been considered for this tlesign. ' ' �� 4)This Nuss has been designed for greater of min roof live load of.i6Apsf or 2 00limes flal roof load of 20.0 psf on overhangs �( V non-concurrent wdh other live loatls. � � 5)This Uuss has been designetl.for a 10.0 psf boriom chord live load nonconcurrent withany other live loads. 6)Beanng at joint(s)7 mnsiders parallefto grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of beynng surtace. . 7)Provide mechanical wnnection(by o[hers).of.truss.to beanng plate capable of withstantling t0016 upliR at joint(s)5,7. 8)Waming'.Atltlitional permanent antl.sta�iliry breang for truss system(not part of Nis component design)is always requiretl. \�`��lt LOA�CASE(S)nStantlardSPp)lumber is spedfied,[he Gesign values are Ihose effective 06/O V2012 by ALSC or pmposetl by SPIB. ``*,`p��GAN��, r:P�GtSTER�� ' j No. 149�p475 �j = c • • c � 'D �= STA7E OF � 2 � � p�.t��'.�Np4ANq'r'��`�:� E" ��i��i/!S`�lONAI`��G\``�� February 13,2013 �WdR%ING�VenfeJ d 9^Pv�seeters ond RE6D fi0TE5 QH 7XIS dND fNCLftJEO tdtT&KR&FEftFdKE P6GE6fft�7d73 EF1'OR&US&. � De Gtlt eo ly IhN�T R o � ibistlesg bo ' ry po pa ete h tl- f a � d C alb Id' g po 1. � APPI b'I ty �tleng pa a �ers ��tl q pe cwpom� I � po 1 po enYfY 16 1�9 dengne I f d gn &ac 9�own Is� la� I ppwt � d tl I �6 b o Iy.Addt ��I� pamryp gt�' xure � bltytl � gc 1 f "s�M1er P stillry Ilhe MiTek' ecbcAtld(onalpermanen�Nadngot�heovemifst Nre'rs��erespasbil�yotIDeboiltlnqtles'gner_Fwgene�algultlanceragardng tabnca�ion.qoaliry coniml:s�oroae,defrvery,eredion antl bro[ing,-conzup AN51/LPII puelly Criteno.OSB-89 and BC510u0?ng ComponeM M515 N.Ou1er Fotly,Sui�e#30a Sole�ylnformahen vailabiehomiNSPG�eInsllN�e�J81'N.LeaShee�;Suite312Ale+ontlna.VA2231A C�esterfieltl.M06301� N$IIll$�}E(SIPRIE�$QDl.�.�'�)�iltItLNISS9°G{12d.ih2�G4![JFlV8�U298lC(i�QSYCfICCWE�!��092 AlSCnrpr'aposeCbySPiB. Jo� 1'mss Tiu55Typ2 Q�y Ply 30006GREEKREVIVAL ROft4354 t300t10 N JAGK 2 1 J b R f I f Il LmbeAanO Wmber Company,Inaianapo6s,IN 4fi21B �250 s Aug 752011 MiTek IntlusNes,Inc Tue Feb 1208'S1:�5 2013 Page 1' ID:Iwg1u105GJtlVm? 121g75Ly4V5X-AJCBaxkEtlwjNOVGCM_9ROVqK]vobkJGXDOJkizlu_Q �0.11-0 I 14D45 � 0-11d 1-0045 � Scal¢=1:16.6 3 B.CO 12 2ze II 2 i 5 2x4 II 4 I r-ro-is � i-io-is LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) IltleFl Utl PLpTES GRIP TCLL 2�.0 plaleslncrease 1.15 TC 021 Vert(LL) O.DO 5 >999 240 MT20 �97/144 (Roof Snovr-20.0) . TCDL 10.0 Wmberincrease 1.t5 BC 0.11 Vert(TL) -0.00 45 >999 180 BCLL D.0 Rep SUessJncr YES WB 0.00 Hoa(TL) -0.01 3 Na n/a BCDL 10.0 CodeIRC2006/TP12002. (Matnx) Weigh[:�Ib FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 "fOP CHORD S[ructural wootl sheathing tlirectly applied or�-�0.15 oc purlins, excepl BOT CHORD 2 X 4 SPF No2 end verticals. WEBS 2 X 4 SPF No.3 BOT CHOR� Rigitl ceiling directy applied or 1 d0A oc bracing. MiTek reGOmmentls Ihat Stabilirers and.requiretl cross$racing be installePduring[russ ereclion,in accortlance with�5labilizer REACTIONS (Ib/size) 5=t55/0.&8 (min.0-1-e),4=14/Mechanical,3=35/Mechanical Max Hoa 5=1 t2(LC 5) Max UpliftA=2�(LC 5),3=-44(LC 5) Max Grav 5=177(LC 6),4=32(LC 4),3=35(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except whemshow�. NOTES (9) �)W ntl:ASCE�-O5;90mph;TC�L=6.Opsf;BCD�=6.Opsf;h=3INk CaL II;Exp 8;enclosed;GC E>ienor(2);rantilever left arW right exposed; end vertiwl letl�and ngh�exposed;Lumber�OL=t33 plate gnp DOL=1.33 2)TCLL ASCE 7-05;Pf 20.0 psf(Flal roof snav);,Category II;Exp B;Fully Exp.;Crt.t `�� 3)Unbalancetl snow loads�ave been consitleretl tor.this tlesign. 4)This wsshas Ceen designetl for grea�er of min roof live load of 16.0 ps(or 2.00 times Flat roof loatl of 20.0 psf on overhangs non-concurrenl with o[her tive loatls 5)This tmss has been desianetl for a 10 Opsf bottom chord live IoaC nonconwrrent with any oNer live loatls. 6)Refer�o girtle�(s)fortmss to.truss connxtions. 7)Provide mechanical conneccion(by otliers)of truss to bearing plate capable of wdhstanCing 1 W Ib uplifl at joint(s)4,3. e)Waming�Additional pertnanent and stability bracing for tmss system�{not part of this component tlesign)is always required. 9)If Sou[hem Pine(SP or SPp)lumber is speafeq Ihe design values are tfiose e8ec[ive O6/OV2012 by ALSC or pmposetl by SPIB. �onocnse�s� sta�da�d `,,*�`��tiG�ANGbf�'' / �. ,},� , .. , C�G''. : .•�G\STEq' : r�Q- c°p-.. " ' %� No. 199^vJ-015 �� — _ • . _ � ��. STATEOF :'�� : �.c�':!�U06ANP:r.�4'``` i�('/'js`StON A 4l��,\\\�� February 13,2013 �W6R177NG VenJ'ydaegnpmwrzdersm�dRE9DM17HSONlFItSdNDtNCl(1DSDM7TStfP�FS'S'SRfiNCEP6GEADf74T3EBFb2&U6& .. �� De iq !d f use o N ��µ�ek c 1on.hi d �i8 � � d ry op p et M1 tl io d tl I b 'Id ponen� Appic Ulty oesig p �� ontlp pe ' cory-af ol o po I po �alryo b kl Btle'g e II tl gn B gshown ii�01 � OISVppM f d tl I�wEbl�lE b N. Add� I� pp�qryb! g� ' sulP �Obl tl ! � -GII'�yot�tte ere m n dtonaiperrn tpocinpolmeovemlixfr �� - ib rezpo sdfryol�nebuild gde aner.Fwgeneroipudonc reg-tl' a MiTek' �ab � ,quallty c �ol �- ge,tlelvery erecl on a tl N ' g; onsult . AN9pP11 p� fM� �a.�SB-99 antl BCSI Bolltling ComponeM �p5i5 N.ONer PoM.Sui�e k3W Sel ty I i --oHOn � lobk h� imss Pla�e Inxttute)8I n L 5l t,So� 312,qkxandnn VR 22314 Y.SaulheroPine(SPOrSPa�lumberisspe�itiedthedesiqn�,v?uessrethoseettecUreOfilQM1fGp12 ALSCOrRroP�sed6ySPt8, cnarert�em,MO6aoi� Job Truss TmssType pty Ply 3000BGREEKREVIVAL 12011E351 t3D�11D NGft MOND WILED3ER POCKEf 1 1 Job Referencelo f I1 • Timbe�actlLumbe�Company,InOianapolis,IN4621B � ]250squg2520t1MTeklnEUSines,IncTUeFe��20B�.5t162013Page1 ID:Iwg]ulOSGJtlVmP_1219�SLy4V5X-eVmZOHISNw1 a_X]Sm3V0_Q t_qXGIKB4pmllsHBzix_P 43-15 I 13-01 I 310.9 1-345 13-11 2b45 Scale=1:19.3 4 ]x4 �� 566 12 1a 9 3x4% 3 3x4% 2 1 4 8 6 5 3x4 ° ] 4�_ 2x4 �� 1J-11 � 3-10-9 i � 1-3-11 2£45 LOA�ING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/defl IJd PLATES GRIP TCLL 20.0 plates Increase L15 TC 030 Vert(LL) -0.00 6 >999 24� MT20 197/144 (ROOf Snow=2o.o) � TCDL 10.0 Lumberincrease �.15 BC 0.03 Vert(TL) -000 6 >999 180 BCLL 0.0 Rep Stress Incr NO WB �0.�3 Horz(TL) -0.00 5 Na n/a BCDL 10 0 Code IRC20D8/TPI2002 (Matrix) �VJeight 24 Ib FT=D% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHOR� SUUCtural vrood shealhing directly applied or 310-9 oc pudins, except BOT CHORD 2 XB SPFNO2 entl verticals. VJEBS 2 X 4 SPF No.3'ExcepV BOT CHORD Rigid ceiiing tlirec[ly applied or 6-0.0 oc bracing. 4-5:2 X 6 SPF No2 MiTek recommentls lhat Stabilizers and requiretl cross bradng be installed dunng tuss eredion,.in a¢orda�ce with Slabilizer i REACTONS (Ib/size) 7=233/43-B (mirt 0-�-e),5=77/0-38 (min.0.1-8) Max Horz 7=62(CC 5) Max Uplift7=t�4(LC 5),5=-7�9(LC�5) Max Giav 7=239(LC 6j,5=79(LC 3) " FORCES (Ib)-Max.�Comp./Mau..Ten,-All forces 250(Ib)or less except whenshown. NOTES (10) �)Wnc.ASCE 7-05;90mph;TCDL=6.�psf;BCDL=6.Opsf;h=30k;Cat.11',Eep B;encloud;C-C Fxterior(2);�canlilever left and nghl exposed-, end vertical left and�righ�exposetl;Cumber DOL=1.33�.pla�e gnp DOL=133� 2)TCLL ASCE 7-05;Pf 20.�psf(Flat roof snow)j Category il(Exp&Ful�y Exp.;CY-1.1 3)Unbalanced sraw Ipads have beem m�sidered for lhis desgn � �'V V � 4)This truss has been tlesigned for greater of min roof Irve load of 16.0 psf or 2.00 times Flal roof bad of 20.0 ps!on oveMangs nonconcuvent with other live loads 5)This Iruss has Deen tlesignetl for a t 0 0 psf bottom chord Irve loatl nomm�wrrent wlth any other live loads. 6)Pmvide mechanicalmnnection(by others)oftruss[o beanng plate rapable of withstanding 1001b uplift at joint(s)except Qt=1b)7=114, 5=109: 7)Hanger(s)'or other connec6on.device(s)shall be provided�s�cient lo suppon concentraletl load(s)31b tlownantl 33 Ib up at 2-9-B,and 3 Ib tlown and 33 Ib up at 2-9-6�on top chortl„and 3216 up at�2-9-8,antl 321b up at.2-9-8 on botlom chord. The tleslgn/selection of such connechon device(s)isthe��responsibibry ofot�ers »�tfillliq/�� ' 9)��he�OAD CASE(5)sectiontloatls appll edblo the facelof the iruss a e�not tl afs fmnt(F)or back�(g�n)is always requiretl. \`,*,�>>�Q.��NG(/G !'' 1�)If Southem Pine(SP or SPp)lumber is specified;�he tlesign.values are lhose eRec[ive O6/0120�2 by ALSC or proposed by SPIB. i � •' ' i � '.Q'ti6tSTEq�O.. LOAD CASE�S) Slandard � -� �)Snow_Wmber Increase=l.t5;Plate Increase=1.15 — NO, 199CU415 } — Uniform Loads(pl� _ _ Vert 5-7=2Q 1-2=-60,2-0=60 ❑ • : � • C Concentrated Loatls pb) � � � STATE OF j Q � vert�.e=s(F=S,a=s�io=so(F=2s,e=zs) � ��,c�`':�ND�.aN?'••'' ``�� i'l � '' • � �\�`` f�/'r,SfOMA' iE�```\\\� February 13,2013 �R6RILRdG�Venf5 da�.9 P � -ten and RA.BD FR1T£S QtfTtllS dND INCLUDPD A9I78KRB'PIFBNCS PdGfi&RI 7473 BEFORE USS. �[� . G g Itllo I} ihMi k � iFi tlesg b�etl Nup p 1 sM1O . tl � ra - d d Ib ld 9c po I. � Appl obflyotd Ig p f � nCpr per <orpora� f po e �- po bilty Ib Id gtl pn It d g 6 cngsM1Own ¢I I 1 I r t a tl I'sbm bers N Aad� �� It � poraryG ' gto nxur t Grtytivnngco I i' xine p b11iYOItM1e �� erc�or AtlafonalpermonenihvcnBO<<heovemNrfru.:Wreulhe�es.wnvNtiVyotl�eboltlngtlesAner.FOrgeneralguiaanceregartling �aon f on,qual'py conl�ol.s�orage,d fvery ereciion antl bmcing,corsult AN51/iPli Quo01y GXeria.�SB�89 an0 BC51 Bvildng Compone�R 14515 N.ONer PoM�SuiM#300 Sal y Inlo�malion.availobk homlmss Plote In.ctitote IBbN lee 9ree�.5uite 312,Pkxontlno,vA 22314 C�esteRiele,M06301] If S¢�thefn Qinr{5P or.SPR'i iumfre�is saeci7isd.the deslan�values are those effectire OGtL�/.2P54 try ALSC or�mgnsed W SRB: Job Tm55 TNSSTypE Q�y Ply 30DOBGREEKREVNAL izonaasz i300i10 O MONOWILE�GERPOCKEf 3 1 Job Reference tional Tmbetlan�WmberCOmqany,Intlanapolis,IN45258 ]250 s Aug 252011 MiTek In�us�nes,Inc Tue Feb 408:SLi]2013 Page t I D'Iwg7u105GJd VmP_121g�SLy4 V SX-6i IG?cN8O9RChifJnOtlVJeaBnw�t3e0Z?XV Ppazlx_O -0.11d 240-0 � � 0-11�4 ' 2-10-0 2x4 I I S�ale=1:19] 3 B00 �2 6 3z5 �� z 1 1 5 0 2x4 II 3x4 = z-io-0 ' zno-0 10ADING(ps� .SPACMG 2-0-0 CSI DEFL in (bc) I/deFl L/tl PLqTES GRIP TCLL 20.0 plateslncrease 1.15 TC D.iS Vert(LL) -0.00 4-5 >999 240 MT20 197/144 (Roof Sna.r20.0) � TCDL �p.0 �Wmberinaease 1.15 BC 0.07 Ved(TL) -0.01 4-5 >999 18� BCLL 00 RepStress,lncr YES VJB 0.03 Horz(TL) -0.00 4 n/a n/a BC�L t0A Code.IRC2006/rP120�2 (Matrix) Weight:i5lb FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP;CHORD Structural wood sheathing tlirecfly applied or 2-�0.0 oc pudins, except BOT CHORD 2 X 4 SPF No2 end verticals. VJEBS 2 X 4 SPF No.3 BOT CHORD Rlgid ceiling directly applietl or t0.0-0 oc bracing. MiTek recommends thal Stabilizers and�requiietl'cross bracing be installed tluring wss erection,in accortlance with Stabllizer I tall fon qu de REACTIONS (ib/size) 5=181/0.3-8 (min.0-1-8),4=88/0-38 (min.0.b8) Max�HO2 5=40(LC 5) Max UpliftS=-07(LC 5),4=-19(LC 5) Max Grav 5=te2(LC 6),4=90(LC 2) FORCES (Ib)-Ma�c.Comp/Mar.Ten.-All forces 250 Qb)or less except when shown. NOTES (8) 'p Wintl:ASGE 7-05;.9�mph;TCDL=6.Opsf,BC�L=6.Opsf h=30k;Cat II;Exp B;enclosed;GC EMerior(2);rantilever lefl and righ[exposetl; end vertical left antl ng�t exposed;Lumber DOL=1.33 plate 9rip DOC=t.33 2)TCLL:ASCE 7-05;Pf=20.0 psf(Flal roof snow);Category II;Exp B�,Fu�iy Exp.;Ct=t1 l h I ' Y �/" 3)Unbalanced snow IoaCS have been consitlered for Ihis tlesign. 4)This Wss�has beedtlesigned for grealecof min.roof live loatl of 16.0 psf or 2A0 times Flat roof loatl ot 20A psf on overhangs � non-concurrentwithbther,liveloads. P 5)This Wss has been designetl for a 10.0 psf bottom chordlive loatl nonconcurrent with any otl�er Iive loatls. � 6)Provitle mechanical wnnection(by others)o(Vuss to beanng plale�capable of withstantling 1001b uplift at joiN(s)5,4. 7)Waining:Additional permanent and slability bracing for truss system(not part of this component tlesign)is always requiretl. 8)If Soothem Pine(SP or SPp)lumber is specified;.the design values are those effective 06/01/20�2 by ALSC or proposetlbySP�B. LOAD CASE(5) Stentlartl ��GAN�'��j� 'r,�STE a :`Q,`� qt"p'• — • No. 144u0-015 � — _ • . _ % '� �= STATE OF �� ¢ � %��.c��':�hfD4ANQ;:'� ��'�. F '%,i SS.••... ..�� \``�. ��i�J�jyfONAi`�'`\`�� February 13,2013 Awewrrlc v�.�d�9 P�„�t � azsaD�rao�soxnrrseunrxcr,rmsoav�c�FnPr�icsrncfimrr�aaaeEearz�use. .— . De g oldY N �hMi k o ec�ors ih' d sg boed ry p p m f sh wn a d'f a a d Ib I ' g ponent � Aopl blty o tl �o pa eters��tl p pei corporat � oo e t po 51N ot b Itl g de�gnx 11 tl g B g s�own 'ul I � I ppotlol tl d I bmemb ty. Atldfo� I� por ryba gt ' uresbbirya gco t � tnerep -dllityo(ibe MiTek` ecmr ntl�fionalpsma�embiacngoftFaoveralis� dure'smeresponxb.lryo�mebmltl gtles9^er.Fwg nera�potlanc e9 ��6 lobiw�ion.auallry controLstoia_ae.delivery,erectlon ar�tl badng,mnsul� AN51/TPII O�wlity CrkMa.�SB-89 anE BCSIBupGnp ComponeM 145t5 N.Ou1e�PoM�Sutle#300 Salely IrdumaFOn �vailable hom Imss Plote Inslifo�e.J91 N.lee Slree�.Sui�e 312.nk andna:VA 22314. CM1esteffielq M0630t) tt Souinzm Pine(SP or SPO1 lamxer!s 5pedti�d�Ne�des"i9r,vaives are ihose eftectiee�,�AflTM�2 tryA�SC or 6roposed by�SPi9. Jo� Trt�ss TmssType �ty Ply 30006GREEKREVNAL 120114353 t300t1D P GOMMON 4 t Job Refe�'ence(oplonall Tim�etlartl W m�n CanOany,Intllanapolis,IN 46218 ]25�5 Aug 2520t YMiTek Intluzlries,Inc. Tue Feb 12 OB�.St V 2013 Paqe 1 ID:Iwg]ulOSGJtlVmP_121g7SLy4V5%-6iY�?cIV8D9RChifJnOtl Wea�6wVJr34zZPXVPpazlx_0 A11-0 6-0-0 I 12-8-0 I 13-]-0 � D-11-0 � 64-0 6-0-0 411< � Scale=C236 4a6 = 3 6� 12 8 7 '4 4 2 � 5 `o 6 3�= 2x4 I I 3x6 — 6L-0 � 12-e-0 i 64-0 6d-0 Plate OHSets(X YF (242-t2 0.1-Bt�f4'0-2-12 0-1-81 LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/defi Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plates lncrease �.15 TC 0.44 Vert(LL) -0.04 4-6 >999� 240 MT20 197/144 TCDL 10.0 Wmberinaease t.15 BC 039 Vert(TL) -0.10 4E >999 180 BCLL p.0 Rep Stress Incr YES WB O.t2 Hoa(TL) 0.01 4 n/a n/a BCDL 10A Code IRC2006/TPI2002 (Matrix) Weight:3716 FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD Structural wood sheathing directly applietl.or 6-0.0 oc purlins. BOT CNORD 2 X 4 SPF Na2 BOT CHORD Rigitl ceiling direc[ly applietl or�0.D-0 oc bracing. VJEBS 2 X 4 SPF No.3 MiTek recommends that Sfabilizers and required cross bradng be installetl tluring truss ereclion,in accordance wiN Stabilirer Ins(��onyu tle REACTION$ (Ib/size) 2=560/0.3-6 (min.0-b8),4=560/0.3-8 (min.0-1-B) � Max Uplift2=t29(LC S),4=-129(LC 5) FORCES' Qb)-Max.CompJMau.Ten.-All forces 250 pb)or less ezcepl when shown. TOP CHORD 2-7=-72Z110,3-7=589/128,3-8=569/t28,4-8='2D110 BOT CHORD 2-6=17/576,46=t7/576 VJEBS 36=029t NOTES (e) 1)Wnd�.ASCE 7-05;9�mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30$�Aat II;Fip B;enclosed;GC E�erior(2);cantilever left andright exposed; entl vedical leR and nghl exposed;�Lumber DOL=1 33 plate grip DOL=t.33 �� 2)TCLL:ASCE 7-05;PF20 0 ps((flat roof snow);Categay II;.Exp B;FWly:Exp_;Ct=1.1 + ,� 3)Unbalanced snow loads have tieen consitlered for lhis design. ')^ � 1 A 4)This truss has been tlesigned for greater of min roof hve loatl of46.0 psf or 2.0�times Flat mof load of 20.0 psf on overhangs �I Y V b nonconcurrenl with other live loads. 5)This truss has been tlesignetl for.a 10,0 psf bottom chortl Iive load nonconcutrent with any other live loads. 6)Provide mechanical connection(by others).of Guss to�earing�plate capable of withstantling t00 IG uplift aljoint(s)except GY-Ih)2=�29, 4=129. 7)Warning�Atltlitional permanent and stabiliry bracing for truss system(no�part of this component tlesign).is always required. 8)If Southem Pine(SP or SPD)lumber is specifieQ�the tlesign values are lhose eflective 06/�V2012 Ey ALSCbr proposed by SPIB. ,``\``"�GAN��ji``'',/ LOAD CASE(5) Stantlartl ``*�� JE G�� ' . Cy\STE,n�`•.. : � .iF,E F�j•.. � _ ; No. 199COG15 �; - _ � � _ = '� '• STATE OF �� 2 � :��O,c•.,.//y��.ANP::\��\� ,/''J��sfoNA' 1��`\`\`\ . February 13,2013 Qwe�trrc ve,-�f�a�g„P��t a�eaairc�rsoxrtrrrsauntnm.r.`m�re�rsr:xs�eeasiucsaecs�r�<r��seearzsvss. - sr r D B I �i _ ly ID Mi k o lors Th deig b d H up p a eta sho tl' f a d ' al b ltli g co p0 I: � Appl dlty �d ig pa e�eis antl p pe �or f ( pon � po 'dl�y f b ld g tl p nof t tl g B gbho n is� I 1 alsuppor'ol d d I ��b oerso ry.'Atltl1 �oH m�wraryb cngto�nsore9oGl�Yd ' gc t fon�"sf�e p stilli�yo(t�e MiTek' erecla Atldillonalpertnanenlbracingo�iM1eo emllst � t e"st�ereswnsGlryoitnebuld gtlesgner.FO genemlgoidance gartling �a�C ( n:qoaliry conlroCs�orage,d N ry etlion a tl b oc g coreuA FN51/fPll�eallly CMene,OSB-09 antl BC31 BvBtling ComponeM 14515 N.ONer PoM�Suite#300 Sa� �y In�ormufom. iloble hom Irv PI �¢I Iilu1E;I81 N.L2 S�ee�,i�fe 312.Aleaana6a,Vq 2231p C�es�adielq M06309 If Sou:bem Pine(SP or SPp�lumbe��s spea(red.the Gesign va:ues are tisose etiextrve O6+GL705t b ALSC ar proposed 6y SPiB. Job TNSS TmssType Qry Ply 30006GREEKREVNnL 1201143A 13W:1� PBA SPEGIAL 1 � Job Re( r e foofonall Tmbe�antl Lumber Company,Incianapolis,IN 46218 ]250 s Aug 252��t MiTek trWUSb'm5,1nc.Tue Feb 12 DB:51't8 2013 Page 1 IC'Iwg7u105GJtlVm?_19g]SLydVSX-autKDym7v%HIErHtlUXS3r709Kyko5sjOBEZL1zlx_N 2-26 h 44-12 L2 6 22b qTy= S�le=1'13.3 3 12.00 12 5 4 ol z , �� oI � i, � ,�` d lo 6 2x4 = 2x4 I� 2x4= 4�-12 4-0 12 � Plate Offsets(X Y): f2:0.2-6 O-Y-OI f4'0-2-6 0-1-01 LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) IldeFl L/tl PLATES GRIP TCLL 20.0 (Roof Snow=20.0) P�ates Increase 1.15 TC 0.04 Vert(LL) -0.00 4 n/r 120 MT20 t W/144 TCDL 10.0 Lumberincrease t15 BC 0.03 Vert(TL) 00� 4 Nr t20 BCLL 0.� Rep Stress Incr YES W8 OD1 Horz(TL) 0.00 4� Na n/a BCDL 10.0 Code�IRC20�6/iP12002 (MaVix) Weight:121b FT=O% LUMBER eRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD Structu2l wood sheaMing tlirectly applied or 4-4-12 oc pudins. BOT CHORD 2 X 4�SPF Na2 BOT CHORD Rigid ceiting tlirectly applied or 10-0-0 oc bracing.. OTHERS 2 X 4 SPF No.3 MiTek iecommends that Sfatiillzersand�required uoss bracing�be instalied during truss erection,in accordance with8tabilizer Installation Q itl REACTIONS {Iblsize) 2=tOt133-2 (min.0-b8),4=101/33-2 (min.0-LB),6=96/3-3-2 (min.0-1-8) Max Uplift2=37(LC 5),4=37(LC 5) Max Grav2=10t(LC i),a=101(LC�1)�,6=10�(�C a) FORCES (16)-Max.Comp./Max.Tea-All forces 250(Ib)or less except when shown. NOTES (�p) 1)Wntl:ASCE 7-05;90mp�;TWL=6.Opsf;BCDL=6.Opsf,h=30tt',Cat 11;Ecp B;endosetl;GC E#enor(2)',cantilever lefl and nghl exposed; entl vertical left and nght exposeQ Wmber-0OL=1.33 plate gnp DOL=1.33 2)TCLL:�ASCE 7-05;Pf=20.0 psf(Flat roof snov✓);.Category II;Exp B;Fulry Exp.;Cr'I.t 3)Unbalanced snow loads have been considered for this tlesign. 4)This truss has been tlesigned for greater of min roo(live load of 12.0 psf or200 tlmes Fla�roof loatl of 20A psf on overhangs \ � non-concurrenl with othe�live loatls � 5)Gable requires conhnuous bottom choM beadng. 6)This Uuss has been designetl fora�0.0 psf bottom chord live loatl nonconcurrent with any other live loatls. t 7)Pmvide mechanical conneclion(by others)of tmssto bearing plate�capable of wi[hsiantling 100 Ibvplift aljoint(s)2;A. 8)See Stantlartl Indus�ry Piggyback Truss Connection Detail for Connection ro base iruss as applicable,or.wnsuli qualifed builtling designer. 9)Waming:Atlditional permanem and stability bradng for Wss system(not pah of this wmponenl design)is atways required. 10)IfSoulhemPine(SPbr SPp)Wmber is spedfieQ the design values are those effective�6/01/2012 by ALSC or pmposed by5P18. LoAD CASE(S� Stantlard ``,�p'��UEG�NG<�G�i,'' � ..P�G\STEq�O. - - No. 799G0475 �� - _ • . _ % 'O �� STATE OF � � � %9�.c'':�ND�AN�'.'��\�4'G'�� F ��\ ,��ir�S,,�NA`,£�� February 13,2013� �WdRXING� �.V�da 9 P�^� d RGAD fRJ1ES ON7Hd5 END!ldCLUD&!F Mt78KRR'ER&NC&PdGP ffi7t 74T3&PF6RE US& '� ' De g Itl Iw y ih Mi k i .iti tl��g "ba �d ry p p t rs ih tl' i a d tl I b Id'mq co poneN. � hppf dlryoitl ig p t �"�ntlpr pe' ryor io � � po � epo blfy Iboltlngtle gne it d g .& cngsM1Own 151 I 5 I ppotl � tl d I �� bE ty, qo'tl�00 I� poayQ' g� sor � bl�yd - gc 1 � nl5��e� p �bllityO��M1e MiTek' tor Adtllionalpvmanenibacin6o<<�eovemlls� c�ures��eresppnsblryo��hebmltlngtlesgneuFOg Iguidonce g tl'ng Iobn.ofion.qmlirycontmLs�omae:tlelivery,ereciionondbmcingconsul� AN51/fPIPOoophCrXena:O5B�B9cntlBC51BU0E1nyCOmponsM �1L515N.OWerFO�ty,SUiYeA300 Sabty Inlormvtion �vaiA Cle hom lmss Plole Ins�ifote;)81 K Lee 9ree;,Sui�e 312.Alexandna.VA 2231p. CFes�e�SeIE,M06301] t��5outhern Pine(S?.or SPp)NmGeris spedfied,�e desi � valuex are Fhose eflecAVe O6tCSt2J52by AlSC or proposed hy SPiB. Job TN55 TNSSType Q�y Ply 300�BGREEKREVIVAL IZOt14355 1300N0 PBB SPECIHL 1 1 Jnh Refere ne(nntlonall TmberlanE Lumber Company,Indlanapols,IN 96118 ]25�s Huq 252011 MiTek InJUSlnes,Inc. Tue FeE 12 085tt9 2013 Page 1 ID:Iwg7ulO5GJtlVmP_i 21g]SLy4VSX-24RiQInIgRBS?s1 RC25b3RvkHZXY6sSr_NATzIx_M 08-13 I 2-Zfi I 4b12 � Obd3 1-�A 226 yy6 - Sfale=1:13.3 3 Sheet Fron� Rigbl Option 4-F14 . � 1 Ply 12 x 4 z e Duraine�e � 12.00 12 � �� SHEATHING SHONM IS NOT j / PART Of COMPONENT DESIGN. � � �� ' i z �, � i� s4 ' %% // „%// / oi n-�nr�, �o 6 2x4= '2x4 II 2x4= 4 -1 2. 4-042 Plate Offsets(X V1- 120.2-6 0-1-0� �4:0-2--6 0-1-01 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl� L/tl PLATES GRIP TCLL 200 (RoofSnow=20.0) Plateslncrease L15 TC 0 O4 Vert(LL) -0.00 4 Nr 120 MT20 �97/144 TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) 0.00 4 n/r 120 BCI.L 0.0 Rep Siress Incr VES VJ8 0 01 Horz(TL) 0.00 4 n/a nla BCDL 10.0 CodeIRC2006/TPp002 (Matdx) �Weight121b FT=�% LUMBER BRACING 'TOP CHORD 2 X 4 SPF No2 70P CHORD Str�ctural wootl sheathing direc[ly applied or 44-12 oc pudins. BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid ceiling tli2clly applietl or 10.0-0 ce bracin9. OTHERS 2 X 4 SPF No.3 MiTek recommentls that Stabilizers and required cross braang be installed dunng truss erection,in accortlance with Stabilirer I ud REACTIONS Qblsize) 2=t�i/33-2 (min.0-be),4=101/33-2 (min.0-1-8),6=98l3-3-2 (min:0-1-8) Max UpIiR2=-37(lC 5),4=37(LC 5) Max Grav 2=t�1(LC 1),4=101(LC 1).6=101(LC 4) FORCES (Ib)-Mae.Comp./Mau:Ten.-All forces 25�(Ib)or less ezcept when shown. NOTES (10) 1)W n�:ASCE 7-05;90mph;TCDL=6 Opsf;BCDL=6.Opsf.h=30ft,CaL II;Erp 8;enclosed;GC Ea4erior(2);cantilever lek antl right exposed; end vertical lefl and nght exposeQ.Lomber DOL=7.33 plate grip DOL=�.33 � 2)TCLL'.ASCE 7-05;Pf=20.0 psf(Flat roof snow);Calegory.Il;�Ezp B;Fully Exp.;Ct=1.1 3)Unbalancetl snow loads have been consitlered for this tlesign. ��'r t 4)This tmss has been tlesignetl for greater of min roofJive load of 12.0 psf or 200 limes Flat roof load of 20.0 psf on overhangs � .� � nonconcurrent with other live loaas. 5 � 5)Gablerequireswntinuousbottomcfiord.bearing. ,I ��L 6)This huss has been tleSigneC for a 10.0 psf.bbttom chortl live load nonconcurtent with any other live loatls. 7)Pmvide mechaniral connection(by others)of[mss to bearing plate rapable of withstanding 100Jb uplift at joint(s)2,4. e)See Standard Industry Piggyback Truss Connection Detail for Connec[ion to base truss as applicable,or consult qualiLetl builtling designer. 9)Warning:Additional pertnanent and stability�bracing for truss system(notpart o(this componenl design)is always requiretl. 1�)If Southem�Pine(SP or SPp)lumber is'specified,[he design values are those effedive 06I01/2012 by ALSC or propbsed by SPIB. *`,\�,��1��7�r��` IOAD CA5E�5) Standard `,\{��JEGANG�rL�,'' � .�G�srER ;'Q. Fp=. .. _ % No. !94G0415 �? _ _ . ; • . _ � a �� STATE OF �� ¢ � %�,�,o'':i/up�,.ANp.::\�4`u, _ \` F •.. „ .: � ��ir�s5,lONAi t��1��` February 13,2013 ��YdXXfNC Vmfyd�gnpmmnK andRF6D770Y'ESOKTHISANDiXCLUDFlJMlS�f.FEPPRGNCPPdGSffiffT4T38BF'ORfiVS%: � D ign ofitlfwuse ty MMlekco ect IDlstlesp - boetlo ryupo pa m � s� a d' i ra tl tl Ib Itli�y po nL � Applc bIN �tlesi9 P eie ntlp pe � orpwafo olc� po e i po blry �b Id�gtl gn olt d 'g B qsM1Own I � I ppMO� d tl I b rt�beR01/. Atltll I� poaryd'OC gl�' su� � dllytl b9Cp � 1 n-Nhe p0 ADII'�ycfihe MiTek" mclw.Atltl�ional pertnanen�bacing oI f�e overall s�mcture-s��e responi b'f�y ol�be bu Itl ng tlesgneo Fw Benerol guitlanCe regard ng. labnca�ion.qoaliN�oniroL s1o�oBe,tlellJery,erec�lon and bocing.corsul� ANSIRPI1Rua0ty Crileria.DSB-09 antl BCSI BuOtling Componeirt 14515 N.ONer Fo�y,Surte#300 Selelylniwmvlion vall�ableitomimssPlotelns�i�ute.JBPN.LeeSVeetSUi�e312,n1exandnc,vAY131d. CnesieRieltl,M06301] tt Soufhem Pme ESP or SPp�lom4er is speii[ied�fhe tlesiga vs:ues ar:ttiase eflectiue OSPot120!7 by R�SC or proposed by��SFB. JO� Tmss TN55Type Qty Ply 3000BGREEKREVIVAL 1201t4356 130Dt10 Vt VALLEV 1 1 J b R f Lpl Il Tmbetlantl Lumber Company,Innanapolis,IN 46218 )25D s Aug 25 20t t MfTek InduAnes,Inc. Tue Fe0 12 08:51:19 20t3�Paqe] I�:Iwg7u105GJtlVm?_121g75Ly4V$X-24Ri01nIgrPBs?siRC25b3NIkEXYJsSr_WtTZIx M 440-8 � 4-008 � 2x4 I I S�le=1:91 2 3 00� i Y } � . � � 3 2x8� px4 II 4-t0A 4-10$ � LOADMG(ps� SPACING 2-0-0 C51 DEFL in (loc) I/tleFl Ud PLATES GRIP TCLL 20.0 plates Increase 1.15 TC 0.37 'Vert(LL) nla - Na 999 MT20 t97/144 (Roof Snrnr-20.0) Lumber Increase 1.15 BC 024 Vert(TL) n/a - nla 999 TCDL �0.0 Rep Stress Incr YES WB �00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 CotleIRC2006(iP12�02 (Matnx) Weight111b FT=O% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.3 TOP CHORD Svuctural wood sheathing direclly applietl or 410.8 oc putlins, except BOT CHORD 2 X 4 SPF No.3 end vertirals. WE85 2 X 4 SPF No.3 BOT CHORD Rigitl ceiling tliredly applietl or'10.0-0 oc bracing. MiTek recommends lhat Stabilizers and requiretl cross bracing��e installetl during truss erection,-in accordance wiUi Stabilizer REACTIONS Qb/size) 1=142/4t0.8 (min.0.1-8),3=14214-10-8 (min.41-8) Max Horz 1=13(LC 3) Max Uplifl1=38(LC 3),.3=-dt(LC 3) FORCES (Ib)-Maz.Comp.IM�.Ten.-All forces 25�pb)or less except when shown. NOTES (7) 1)Wintl:ASCE 7-05;.90mph;TCDL=6.Opsf BCDL=6.Opsf',h=30k�,Cat II;EeP.B;enclosed;C-C Eaierior(2)�,rantilever lett and right ezposeE; end veRical letl and right expose$W mber DOL=1�33 plate grip DOL=1.33 � 2)TCLI:ASCE 7-05;Pf=20_0 pst(flat roof snow);Category II,Exp B;Fuly Exp.;CY-t1 3)Gable requires contmuous bottom chortl�beanng. � 4)This Vuss has been tlesignea for a 10 0 psf bottom chord�live load nonconcurrent with any other live loads: ' ` 5)Prowtle mechanical wnneaiom(by olfiers)oE Wss�to bearing plate capable W withsianding 100 Ib uplifl aljoint(s)1,3. S �/ ^�y 6)Waming:Addilional pertnanent antl stabiliry bracing.for Vuss system(not partof this cnmponent design)is ah.vays requiretl. V��- 7)It Southem Pine(SP or SPp)lumber is specified,ihe tlesign values are t�ose effective�6/OV20t2 by ACSC or proposed by SPIB. LOAD CASE(S) Stantlard �11 U lll i llllf/1/��,'i \,`��*��U�6ANG C!G��i/i J 'GVSTEq : ;'Q�ti Fp'- , � ; Ne. 199C0415 •; - _ . . _ � "� �� STA7E OF � �� %��.c��'.�1VDPRN?'•'�\��"W� i�,,FSS1O�R`1��`,`` February 13,2013 �WdttHING Berzl<Jd�g pawneten � dRS6FA0TESONTSilSdNUtNCLUDEDHt4�fRfi�'ERPAJCSP9G£bIII7473BP�"OR&(LCE. . .� .. B De 9 Id t _ N h� k o ect rs iH �esg bo�c] N Po p meters sh o tl 1 ra d tl al b Id p c po nL qppl blryoltl�sig p elers� ntlpr pe ryor to olc� po n� pon btityo�b Id gde gn �WSd a Boc g hown t Is( I te Isuppotl ( tl tl ol eb berso A Adtlt olte po yIXac gt ' urestabi�lcl ' 9co t 1 s�ne p Glllryolihe ��I�� ereCw NddltlonalpemaneniNOCngoltbeovero0st cNre'sNeresponsblfyol�bebuldngcesgnerfo9eneralgutlonc gordrig tobncoTOn.quafi�y conlrol:sforoge:aelivery,erectlon onC brocing consul; ANSI/�PII puollly CrXeria.D5B-89 and BCSI EullAing ComponeM 14515 N.Omer PoM.Suite 9300 SaMly IMarmetion vailable hom Imss Plote Ins�itu�e.)81 K-Lee Sfreel.SuiYe 3I2.Alexantlna,VA 223i4. CM1esterfielq M0630D Y 3authe*n Pine ISP vr SPO�lumheris soecitieG,5he Ces�n va;ves are those eftective 6&!C112UtYb AISC or Prnp9sed try SPfB, Job� Tm55 TmssType 0[y Ply 3000BGRCEKREVIVAI 1201�l35] t300t10 V2 VALLEY 1 1 Job Referenc f C If Tmbe�lantl Lumber Company,lnEianapolis,IN 462t8 ]250 5 Hug 252011 MTek Intlustries,Inc Tue Fee 12 OB:5120 2013 Paqe� ID lwg7u105GJtlVm?_121g7SLy4VS%-XN?4eeoNRBX?T9�E?vZKBGCtEBaIG_tl?h Vj4Qvzix_L i &&14 � 1Z5.12 � 8-844 8-844 Q�— S�ale=1:SZ3 3 10 �� 12.00 12 2x4 II 2xa II 2 4 5 1 3a5�i� 9 0 ] 6 3z6 O 3xq = 2x4 II 2x4 II 2x4 II tI-5-12 1 ZS-12 LOADING(ps� SPACING 2-0-0 CSI' DEPL in (loc) I/defl Ud PLATES GRIP TCIL 20.0 plalesincrease tt5 TC �.32 Vert(LL) n/a - nla 999 MT20 t97/�44 (Roof Snow=20.0) TCDL 10A Lumber Increase 1.15 BC 025 Vert(TL) nla - Na 999 BCLL 0.� Rep Stress Incr YES WB O.t2 Horz(TL) 0.00 5 Na n/a BCDL �p,0 CodeIRC2006/TP12002 (Matrix) Weight661b FT=O% LUMBER BR4CING TOP CHORD 2 X 4 SPF No3 TOP CHORD SWCtural wood sheathing directy applietl�or 6-0-0 oc putlins. eOT CHORD 2 X 4 SPF No.3 BOT CHORD Rigid ceiling direclly applied or�0-0-0 oc bracing. OTHERS 2 X 4 SPF No3 VJEBS i Row at midp; 3-7 wiN 2 X 4 SPF No2 with 2-��tl(0_13P'x3")nails antl cross brace spacing of 20-0.0 oc. - MiTek recommentls that Stabilizers antl required cross bracing be insialled dudng Iruss erectioq in accortlance with Stabilizer Installafon ouide REACTONS All bearings 17-5-12. Qb)- Max Uplik All uplik t00 Ib or less at joint(s)except 9=t66(LC 5),6=166(LC 5) Max Grav All reactions 250 Ib or less atjoint(s)1,5,7 except 9=405(LC 2),6=405(LC 3) PORCES (Ib)-Max-Comp./Mar.Ten.-AO fomes 250 QD)or less except when shown. VJEBS 2-9=-291/202,4-6=-29i/202 NOTES (g) i�� ../ V V � t)Wnd:ASCE 7-05;90mph;TCDL=6.Opsf,BCDL=6.Opsf',h=30ft;CaL 11;Exp B;enclosetl;GC Ezterior(2);canlilever left and ngM exposed; entl vertical IeR and righ�exposetl;Wmbe(DOL=t 33 plate�grip DOL=133 2)TCLC ASCE 7-OS',P�20.0 psf(Flat roof snow);CategoryJl;Ex0 B',Fuly Exp.;.Ci=1.1 � 3)Unbalaocetl snow loatls have been wnsideretl for this design. 4)Gable requires continuous bottom chortl bearing: 5)This truss has been tlesigned for�a i0.0 p4f botlom chortl live loadnonconcurrent with any other live loads. 6)Provide mechaniwl connection(by olhers)of Iruss to bearing plate capable of withstantling 166 Ib upliftat joint 9 and 166 Ib uplik at join� s. , �»G�ANC,� . 7)Warning'Atltlitional permaneM and stabiliry bredng for truss system(nol part of this componenl design)�is always required.. *�>>� �b�� e)If Southem Plne(SP or SPp)lumber is specified,the design values are those eHective O6/OV20t2 by ALSC or proposed by SPig�. `\*�� . (�G i��/ LOADCASE(5) Standard � ,'�Cy�STER�•., � 'P �' � — + Nc. 149C0415 �: ' _ . • _ ; 'a '- STATEOF �� ¢' � ��9'�.c��':�NDIANP•'� �4'��`� . /','/�/�S`S 1 O N A t 41��\``,� February 13,2013 �WARHNG-Yerrjydeaign{.z�amete�avndRG8Dd�7ESQN7HPSdNDINCLUDIDkII7HKR3%ERENCfiPAGSffi77473�EEFORBUS&. �pp Desgn altlt N �hMT kcon eclors ip d sg M d N�PO pa i zh d I a tl tl Ib Id g po n. . � Applcoblfy �d Ig pa malarsantlpr pe c ipor 1 0� o po e t' po 'bl'ry fb Id gtl -g � If d g B gsnpwn isl I � I ppotl f tl d al eb be ly-Atld( lt p� rytr � g� � ur 1 bT�ytl ' gc 1 1 ' ih p �tilf�yoffFe (/�� ciw.Addl�ionalpermaneniManngot�beoemlli�rvclme3iherezponsdityot�nebuld gdeigner.Pogenemlgo'tlanceregardng � IYI �abnco�ion,qoali�y con4oL s�orogedefvery erec�ion o tl brodng,-c nsal� AN51/iPll puaGly Crderia,�S&99 and BCSI Bulldng ComponeM 145t5 N.OWer FoM.Smte#300 SaFefylnfama6on vailabletromirussPbielnshfute,-)81'N.LeeSireeCSoi�e312,Akxanana,VA2231d CbesteRield.M0630P IE iouthem P�ne(SP o[SPp)I�mber is 5peciFred the 4es:gn ra?ues are tnose eflective 0"��112P12 by ALSC or pmqoseL bg SPEB. J0� T11i55 TNSSType Q[Y ply 3000BGREENREVIVAL 120114350 13W11D V3 VALLEV � � Job Reference honap r TimEetlantl LumberCOmpany,IntlianapMis,IN 46b8 1250 sAUg 2520H MiTek Intlusines,Inc.Tue FeE 12 0@St21 2013 PaBe t I O:Iwg]ul OSGJd Vm�_121g75Ly4 VSX-?TZSr_o�CSfsSJ?�YrSZhUkrjYeS?�59w9Tdylzlx_K ]b44 I 15-5-12 � ]-&14 ib-14 � q� = Scale=Y.49.0 3 10 �� 12 00� 2x4 II 2x4 II 2 ^ 5 1 3x4 �i 9 8 ] g 3x4�� 2x4 �I 3'4— 2x4 II 2x4 II 155-1 15541 TOADING(ps�o O SPACING .2-0-0 CSI DEFL in poc) I/deFl Utl PLATES GRIP (Roof SnaY20.0) Plales Increase 1.15 TC 028 Vert(LL) n/a -� n/a 999 MT20 197/t44 TCDL ip.0 Lumberincrease L�5 BC 0.16 Vetl(TL) n/a - Na 999 BCLL 0.0 Rep Stress Incr VES WB 0.17 �.Hoa(TL) 0.00 5 n/a Na BCDL �0.0 CodeIRC2006/fP12002 (Matrix) Weight571b FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No.3 TOP CHORD SVUCtural wootl sheathing directly.appliea or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.3 BOT CHORD Rigid ceiling directly applied oc.10.&0 oc bracing. OTHERS 2 X 45PF No.3 MiTek recommends thal Stabilizers antl required cross brecing be installed during Iruss erection,in accortlance wiN Sfabi�izer Installation uide. ' REACTIONS All bearings t5-S12. (Ib)- Max Uplifl All uplift 1001b or less atjoint(s)excep�9=-144(LC 5),6=144(LC 5) Max Grav All reac[ions 2501b or less at joint(s)1,5,7 except 9=344(LC 2),6=344(LC 3) FORCES (Iti)-Mau.Comp/Max.Tea-All forces 250(Ib)or less except when shown. VJEBS 2-9=252/179;4-6=2521179 NOTES (g) 1)Wintl:ASCE7-05;90mph;TCDL=6.Opsf;BC�L=6.Opsf;h=30ft;Cal.11',Fxp 8�,encbsetl',GC E�erirn(2},rantilever lek antl right exposetl; end vertical le8 antl righl exposed;Lomber DOL=1.33 plate grip DOL=1.33 - 2)TCLL ASCE 7-OSj Pl=200 psf(flat roof snow);�Category II;Eap B',Fully Exp.;CFL1 3)Unbalanced snow loads have tieeo considered for this tlesign. l�� ' ' � 4)Gable requires connnuous bottom chortl bearing. � 5)This tmss has been tlesigned for a'10.0 psf bottom chord liveload nomm�currenl with any other live loads. j 6)Provide mechanical connection(byothers)of Vuss to bearing plate capable of wlthstanding��t44 I�uplih et joint 9 antl t44 Ib uplik at join� �� 6. 7)Waming:Atltlitional permanent and stabiliry bracing for Iruss system(not part of Ihis componen�design)'is always required. e)I!SoulM1ern Pine(SP or SPp)lumber is specifetl,the tlesign values are lhose eftective,08/O7/2��2 by ALSC or proposed by SPIB. LOAO CASE(5) Slantlard �`��'*�'{-U�`GANrG��G/l'�: :P�GISTER�Q:. - % NG. 7 99C�C t5 �; ' = . i i • _ % '4 '• STATE OF ; ¢ � �%9fl.c��'•.;/UpFAWQ;:'��4'�: . i�.lFSS,�pN,At 5�r1C�``� February 13,2013 �K'dRARNfi-Y fgda9*+Pmw+de�aardRFaFNOT£SONTNfSdNDINCL(FJPlIAStYfiKREPFR�NCEPAGPA1If94T3EEPORBUSa '�ppp De g altl� only 1 hNi k co t rs ih' tl ig u W tl N P � e� sho n tl I q d al b Id p po nL �� Appl dltyo tl g P o � �tlry pe orporo� ico po �5 po tilry�o�bultlngd g e o�� d Y9^ B gsnown � isia lol I pp tlof d rf�l �tim b� N�Addt Ite po Ya c B� � �eslabilryd ' g o ! to - ib ep bllltyofine �� ect Addf Iperrn . 1woclnBO��heovemllslrucWre-s�beresponsdfryo�iM1abuiltl gtlesgner_FOrgenemig�itlance g �n labncol on.qmlly mnhol.sbmge,tlelrvery,ereclion and�mcing.consult AN51/fP11 Ooalily GHeno,OSB-89 antl BCSI BoflSnq ComponeM �6515 N.ONer Fohy;Sulle%300 SafeN��ormaHOn ovailabktromirvssPlalelnsli�ule98�N:leeStreet,Sote312.Alexandna,VA12314� � ' CM1esteNeld.MO630P fE Sauthem Pine�SP or SPp)iam4errs s�edfitd.tl7e tlesign vaues are those MFective ON0172072 bYALSC ar proposed by SW.9. Jop Tm55 TmssType Qty Ply 300DBGREEKREVIVHL 120t14359 1300t10 V< VALLEV 1 1 Job Reterencx lonfonail Tm�eNnE Wmber Gwnpany,IntlianapdiS.IN<6218� ].Z50 5 Aug 252bt1 MiTek Induslnes,Inc. Tue FeC�2�B:SYZi 2013 Page 1 ID:Iwg7uID5GJtlVm4_121g]SLy4V5X-?TZSry?CSfsSJ?�YCSZ�UkrYYxKPQi3n9TtlyLZlx_K 6�8-14 I 1&5-02 � 6844 bb-04 � qay= SWIe=1:430 3 9 10 t2.00 iz 2xa II 2x4 II 2 4 5 1 3x4 �/ 8 ] 6 3x4 O 2x4 �� 2x4 I� 2x4 II 13-5-�2 13542 � LOADING(ps� SPACMG 2-0-0 C51 DEFL in (loc) I/tle9 Utl PLATES GRIP TCLL 20.0 Plateslnuease 1.t5 TC 029 Vert(LL) n/a - nla 999 MT20 19�/t44 {Roof Snow=20.0) TCDL t0A LumbeNnuease 1.t5 BC 0.?7 Vert(fL) Na - nla 999 BCLL 0 0 Rep Stress Incr YES WH 0.14 Norz(TL) 0.00 5 Na Na BCD� 10.0 Code IRC2006/iP12002 (Matrix) Weight 48Ib FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.3 TOP CHORD Strudural wood sheathing tlirectly appliedar 60-0 oc pudins. BOT CHORD 2 X 4 SPF No.3 BOT CHORD Rigid ceiling direc[ty applied�or t0.0-0 oc bracing. OTHERS 2 X 4 SPF No3 MiTek recommentls Ihat Stabilizers and requiretl cross bracing be instailea tluring truss ereclion,in accordance with Stabilizer Instailation uide.. REACilONS All bearings 13-612. Qb)- Maz UpIiR All uplift 1�O lb or less atjoi�t(s)except 8=-127(LC 5).6=-�D(LC 5) Max Grav All reactions 250 Ib or less atjoint(s)1,5„7 except 8=297(LC 2),6=297(LC 3) PORCES Qb)-Max.Comp./Maz.Ten.-All forces 250 Qb)or less excepl when shown. NOTE$ (8) �)Wntl:ASCE 7-05',90mph;TCDL=6�.Opsf;.BCDL=6.Opsf,:h=30ft;Cat.II;Ezp B;enclosed;GC 6Rerior(2);cantilever left antl nght exposetl�; entl vertiral left and nght exposeQ Lumber'DOL=133-plate grip DOL=1.33 Z)TCLC ASCE 7-05;Pf=20.0 psf(Flat roof snowj;Category If,Exp B;Fully Exp.;CY-1.1 3)Unbalancetl snow loatls have been considered tor Ihis desiga � 4)Gabla requi�es wntinuous bottom chord Deanng `��+�I ' 5)�This Iruss�has been tlesignetl for a 10.0 psf bottom chord live ioad nomm�current with any other live loads. ' ' � 6)Provide mechanical connec[ion(by others)of tmss m bearing pla�e capable of withstandirg 127lb uplik atjomt e and 7271b uplik atjoint 6. 7)Waming:Adtlitiona6permanent antl stabiliry bradng for tmss system(not part oGthis wmponenl tlesign)is always required. B)If Southem Pine(SP or SPp)lumber is specified,the tlesign values are ttiose eBective O6/01/2012 by ALSC or pmposeG by SPIB. LOAD CASE(S) Standard �ptU��ING�q��i `� i-�E. A •. <iG��''. :�G\STEq•e ' � :�P Fo'•. = � No. 194,�',OA 15 �; = _ • . _ � a �� STATE OF ' tt � :•p'p.c••,.�NOI.ANp'y:'��"w. F ' '''/'/''iSSrQi(ti{l��G\\\`\��: February 13,2013 �RARA7A'G-Venh/d gnp �� a2 midR&ADN07ESONTNISdM1INCLUD&6ffiTEBtRII�'PFiENCEPdGEDIIF44T3�B€F9RS�USE. �� De g Itli seo � ihMT�k � in tlesg lw - N P P e� rsz�o tl forp ' d tl Iboiltli gc mp� P. � Ap Ica �ryo��d slg p 1 ontlp pe corpora� 1 � po I po itilty 6lcl' gtl Ign 1f tlesiq B B hown �ist b� I ppon f d d i��-e b N Adtli� � i� pw �yer ' g� ' ur t drtyd nn9c � c! :me ponsdliNorme M�Tek" c1or.AtlQlonalpertnonenlbotlnBOt�beoverallslmcluresiM1ereimnstiltyat�M1ebuld9tlaz'gne:-FOg Ig -tlanc gortling fobncal on qual'ry c 1 L s�ompe,tlefi ery� ��:.fion a tl W - g,mfsult ANSI/IPIt puafty Giterio.�58-89 antl BC51 Bv0Aln8 CamponeM iC515 N.ONer Forty,Suile#30a SaMfy lnb�malion p (ble hom ivi Plo� I fI1We:]BI N L- $� e:,juife 312.Akxantlna.VA Y1314 CM1es�erfielC,M0630P If Souihem Pme{SO qr SPp�IumCer is speciiied.the desion vefues are those efiectrm 05({�y;2p12 by ALSC or pr000sed try SPtB. Job TN55 TN55Type Qry p�y 3000BGREEKREVIVAL ROi�C360 1300110 V5 VALLEY M1 1 nb Ralcr o lnnlnn TmGedand Wm�erCmnpany,InOianapolis.IN 462i8 )y50 s Aug 2520t1 MiTek IntlusVies,�lnc. Tue Geb 12 08'SL224013 Pa9e 1 ID'Iwg7ulO5GJtlVmP_121g]SLy4VSX-Tf]q2Kptlzmnp5ac6KCODhH00xHVkuXIepCAUOZIx_J Sb-14 I 115-1� . i 5$40 58-04 0ay= Scale=1:36.9 3 9 10 12D0� 2x4 II 2xn II 2 4 5 1 3x4 l g � � 6 3x4 O 2x4 II px4 II 2x4 II 11-��2 � 11-542 � LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) I/defl Ud PIATES GRIP TCLL 20.0 plates Increase 1.75 TC 038 Vert(LL) n/a - n/a 999 MT20 1 W/744 (RoofSnow=20.�) Wmberincrease t15 BC 0.17 �Vert(TL) �nla - n/a 999 TC�L 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a� n/a BCLL 0.0 CodeJRC2006/TPI2002 BCDL 109 (Matnx) Weight 39 Ib FT=0% LUMeER BRACING TOP CHORD 2 X 4 SPF No.3 TOP CHORD Slmctural wootl shealhing tlirectly applied or GO-0 oc pudins. BOT CHORD 2�X 4 SPF No.3 BOT CHOftD Rigitl ceifing tllrectly applietl or 10.0-0 oc brecing.� OTHERS 2 X 4 SPPNO.3 MiTek recommentls that Stabilizers and required cross bracing be �installeddunng truss erection,in accordance with Stabilizer Instailation uide. REACTIONS qp bearings 11-512_ pb)- Max Uplifi All uplift 1001b or less a�joint(s)except 8=-�22(LC 5),6=122(LC 5) Max Grav Alfreactions 250 Ib or less at joinqs)1,5.7 excepl e=277(LC 2),6=277(LC 3) FORCES (Ib)-Max_Comp./Mau:Ten.-All forces 25�(Ib)or less except when shown. NOTES (g) t)Wind;ASCE 7-05;9�mph;TCDL=6.Dpsf BCDL=6.Opsf,h=30Ft;Cat II;Fxp B;enclosetl;C-0 Eslenor(2);cantiiever lek antl righ�exposetl; end vertical leftand right exposed;Lumber DOL=1.33 plate gnp DOL=1.33 2)TCLL:ASCE 7-05;Pf=20.0 psf(Fla�roof snow);Ca�egory II�,Exp B',Fully 6cp.;CY-1.1 3)Unbalancetl snow loatls have been considered for this tlesign. 4)Gable requires conlinuous bottom choid beanng. ,�� S)This Vuss has been tlesigned for a 10.0 psf bottom chord live loatl nonconcurrent with any other live loatls_ f 6)PmviQe mechanical wnnec[ion(by olhers)of truss to tiearing plate capable of withstantling 9227b uplift aljoint 8 antl t221b uplrft atjoinl ' f ! � 6. �/lt lr 7)Waming:Atltlilional pertranent and stabiliry bracing for tmss system(no�part of this component tlesign)is always required. 8)If Southem Pine(SP or SPp)lumber is specifieQ the tlesign values are those effective O6/OV2012 by ALSC or proposed by SPIB. LOAD CASE(5) S�andard \�a��GAN��i�� : _.. . . /(� '�,, . •.PGG�STERF�,. '� — ;~ No, 749�OA75 �; — _ • e - � � �� STATE OF j 2 � � 9�.c�':��V[7tAtS,Q.'�''+•��`'��' i,��f/�'S`S+'�NA y1��G��\\\ February 13,2013 �WdRMNG V fydsgnpmmrzcE andRF1DN07PSONTHISdND7IlCLUZk&DMtTEKREFFl2PiNCEPdGEAIIf7dT3B&FORFtUSP. . �ppp. De 9 lalw ieI k ihMlekc n icrs in deig ' bo etlo N P P a � sh n a- br.a a tl Ib 'Id' q o po enL E/F Appl blly itl g p o t ondpope-� otq oi po nl po-bityoib Id gtleigne 1t b g Ba gshown � tl kl lot I vppotl t tl o' ol bm berso�y� Atlai' Ite pooryb:oc gt ' ure lodlrya ' 9c t ton slher p ittillityo[ihe ��g� ereclor ntldfronolperrnonenibraangoltbeovemllsirvcWre'sineresponsdityoflhebuild qtlesBneLFwqeneralguitlance garding fabncatiori,qoality conirolsforoge,dellvery,erec�lon antl bracing,cons�ll ANSIpPII pmlily CMMO,�58-89 and BCSI BvI1GUg Componeid 1q515 N.Ower FoM�Suile M300 Svfely Intwmalion ov6ilabe�romlmss Plate Insipute,I81N.Lee SVeeCSJle 312.Akxantlna;VA 22314 � CM1SSteKiel�,M063D9 tt Souihem Pioe CSA or�SPo)Inmtrer is saecifmd the des�gn va!ves are tkso-se eficctire 0&q5fMN2 by AlSC�ar.praposed�tiy SP.3. Job Tmss Tm55Type Qty Ply 3000BGREEKREVIVAL ROt14361 13W�10 V6� VALLEV 1 � IobReference! f If Tmberlantl LumberCOmpany,Intlianapolis,IN 46218 ]250 sAUg 2520t1 MRek Intluslnes,Inc.Toe Feb 120&51232013�Page 1 ID:Iwg]ulOSGJtlVm?_19g?SLy4V5X-as�CGgqFk3vaKC9og1]1mvq9cLbVY�L2SNTykOEZlx_I 4-8-14 I 9-5-12 � 4b44 6$-10 � 4� - Scale=131] 2 5 6 1200 12 3 i 2xe'�i p 2x8 O 2x4 II &542 I 9-5-02 LOADING(ps� SPACING 2-0-0 C51 DEFL in (loc) Utle9 IJtl PLATES GRIP TCLL 20.� plateslncrease L15 TC 0.38 Vert(LL) nla - nla 999 MT20 �97/�44 (Roof Snow=20.0) Lumber Inaease L�5 BC 0.31 Vert(TL) n/a - nla 999 TCDL 10.0 Rep Stress Incr YES WB 0 OB Horz(TL) �.00 3 Na n/a BCLL 0.0 Code IRC2�06RP12002 (Matrix) WeighC 30 Ib FT=0% BCDL 10� LUMBER BRACING TOP CHORD 2 X 4 SPF No.3 TOP CHORD Stmctural wootl sheathing�tlirectly applied or GO-0 oc purlins. BOT CHORD 2 X�4 SPF No.3 BOT CHORD Rigid ceiling direc[ly applied or�PO-0 oc bracing. OTHERS 2 X 4 SPF No.3 MiTek recommentls thal Stabilizers antl required�cross bracing be installetl tlunng truss erection,in accortlance with Stabilizer Installation uide. REACTIONS (Ib/size) 1=167/&5-12 (min.0.1-8),3=187/3512 (m1n.0.1-8),4=3271&&�2 (m7n.4b8) Max Uplik1=27(LC 5),3=27(LC 5),4=13(LCS) FORCES (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less ezcepl when shown. NOTES (8) 1)Wind'.ASCE 7-05�,90mph;TCDL=6.Opsf;BCDL=6.Opsf h=30ft;Cat I I',�cp B',enclosetl;C-C Eatenor(2);rantilever left antl right exposed; entl vertical left antl right exposed',Wmber DOL=t:33 plate gnp DOL=1�.33� 2)TCLL:ASCE 7-05;Pf=20.0 psf(Flal roof snow);Category II',Exp B;Fully Exp.;Cr1.1 3)Unbalancetl snow loads have been cnnsidered for this design. 4)Gable requires continuous bottom chord beanng. 5)This truss has been tlesigned for a 10.0 psf bottom chord live load nonconcurrent wi[h any other live loatls. `�� ` ' ! � 6)Provitle mechaniwl connection(bybthers)of Wss to beanng plate capable otwithsfanding 27 Ib uplift atjoint 1,271b uplift al joint 3 and � t 131buplittaljoint4. ( 1} ,� n 7)Waming:Atltlilional permanenl and slability bracing br truss system(OOt part of Ihis component design)is always required. �f i!{/� B)If Southem Pine(SP or SPp)lumber is specifieQ the design values are those eRec[ive O6/OV20t2 by ALSC or proposetl by SPIB. LOAD CASE�S) Standard \,.�'�'�JEC'ANG 4��''.!: :Pti�1STEq�L ' N�. 199CD475 �: _ . • — � 'a �� STATE OF ' ¢ � .9�.c•, .�NDI,.AN�'o:��'� �•,'/��+�S�f�N A' tE�G��`\: February 13,2013 �WAtiMNG Versfij ds g �pwvn_^ten and R&8D FX1Y£S ON 1StI52AAQ!!tNCLUD&6 iRtTBKRg'BRBNCE PdGEffit-74T3 BEFDR&USE. � �e B oldf se ry lh'MII k 1 ih'�aesq ' b tl ryup p t p tl- Y a d �C Iti 'Id� 9co p0 L � A`PI tifty f tlesig P 1 nd p pe rp raf � f po po -tiltY af b M 9 tl '9�e t� d '9 � 5 hown �ul b�0 1 ppotl0� d�d I b be ly.AtltlT It poary❑ ' g� ' e � bl�ytl dngc f f n�siher p �-GII YOI�hB ;� erector-Atldtlonal pvmonent bac ng f tn o emll slmCme'z ine responz bl'ry of ihe bulld g tle g eo Po general guitlonce reBOrd'ng �I IQk bbnco�ion.quali�y conboL slomge,tlellvery,erec�ibn antl brocing.conrvll pNSIRP�1 Qoaliry GkMa,DSB-99 anE BC51 Boll?np ComponeM 14515 N.ONer Forty,Suite#300 Sabty IM&maROn avoilable homlms Plate InsfiN�e:)BI N.lee 9reet Suite 312.Akxantlna.VF 22314. Cheslertieltl.M06301] if Swrthem Pine�SP ot SPp)WmSeris specifred,ine dzsign values are those tiflective 06ft�1J2lNl by AL5C arµroposed by SPi6. JOO Tmss TmssTyp¢ pty ply 300�BGREEKREVIVAL 120114362 13W�10 V] VALLET 1 1 J b R i ( f II Tim�etland Lumber Company,Intlianapdis,IN<6218 )250 s Aug 25 201 t MiTek IndusPes,Inc Tue Feti t2 0@5123 2013 Page i ID:hvB�ulOSGJtlVm? 121g75Ly4VSX-xshCGgqFk3vaKc9og111mvq6fLceTMwSMykoEzlx_I 3-044 I4-044 1-5-12 i 3-044 0E-0 ' 3-0-04 Srale=12t8 5� = 3x4= z 3 6 � 12.00 12 4 1 'V: ` l yV 5 2x4 �/ 2x4 �� 2x4 \� z5-12 ]-542 � Plate Offsets IX Y): f2:0-4=5.Etlqe1 f3:0-2-3 0-�-81 LOADING(ps� SPACING. 2-0-0 C51 DEFL in (loc) I/tleFl Ud PLATES GRIP Tc�� za.o (ROOfSnow=20D) Plateslncrease 1.15 TC 0.57 Vert(LL) n/a - n/a 999 MT20 �97/144 TCOL t0.0 Wmberincrease 1.t5 BC 024 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress�lncr YES WB 0.02 Hoa(TL) �.00 4 Na nla BCDL 10.0 CotleIRC2006/TPI2002 (Matrix! Weight221b FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No.3 TOP CHORD Struc[ural wood sheathing tllrecfly applied or&0-0 oc puilins,except BOT CHORD 2 X 4 SPF No.3 p-�-0 oc pudins(6-0.�max.):23. OTHERS 2 X 4 SPF No.3 BOT CHORD Rigid ceiling tlirectty applied or t0.0-0 oc bracing. MiTek recommentls that Stabilizersand required cross bracing be installed tluring truss erection,in�accordance with Stabilizer s II tion uitl REACTIONS (Ib/size) 1=231f7-5-12 (min.0.b8),4=238/7-Si2 (min.0-1-8),5=73/7-5-�2'(min.0-�-8) Max Uplift 1=E7(LC 5),4=-61(LC 5) Max Grav 1=415(LC 11),4=-02t(LC it),5=t67(LC 4) FORCES (Ib)-Ma�c.Comp./Max.Ten.-All forces 250 Qb)ocless except when shown_ TOP CHORD b6=�Ot/69,47=399/67 NOTES (10) 1)Wind:ASCE 7-05;90mph;TCDL=6.opsf;BCOL=6.Opsf;h=30Ft CaL II;FxpB;endosetl;GC E#erior(2)',cantilever lefl and nght exposetl; entl vertical left and ngM exposed;Lumber DOL=t.33 plate grip�OL=t 33 �� t ' 2)7CLL ASCE7-051 Pf 20.0 psf(Flat ioof snati)'Category II;Exp B;Fully Exp.;Ct=1.1,W=50-0.0 � 3)Unbalancetl snow loads have�tieen considered for this tlesign. 4)Pmvide atlequate dramage topreveN water pontling. 5)Gable requires conbnuous bottom chord bearing. 6)This truss has been'designed for a 10 0 psf botlom chord live loatl nonconcunent wilh any other live loatls. 7)Pmvitle mechanical wnnection(by o[hers)of Wss to beanng plate capable of withstantling 67 Ib uplift ayoin�� and 61 Ib uplift at joint 4. 8)�Graphlcal purlin representa6on tloes nol tlepict Ne size or the orientation oGthe putlin al6ng the top andlor botlom chortl. 9)Waming:Atldi[ional permanent and stability bracing for Wss system(not part of this component design)is always requiretl. 1�)If Southem Pine(SP or SPp)lumber is specifieq the design values are those eRective O6/01/20t2 by ALSC or proposed by SPIB. � LOADCASE(S) Standard `*`p�*�vEG`ANG�fG�i,''. ._PtiG\S7ER�Q ': — ;� No. 149;.0415 �; = : . i E a = % 'fl '• STATEOF � ¢ � %��.c'':!kDl.AN�:.•`��`�: � ' ''��r 3 S S 1�f+t A l`£��\� February 13,2013 Qwaar�axc vMfii�y�p�a �,a�r,��sosnrtsermrrv�armaonQ�us�eaerr�arar,��r7arasseo�svsa. � �p De g Itltwu ry 6 Miek t :insdeig - baetlo ryuponp le sh d' Io a a tl Ib "Id g mpo rL � GI A?ol ablry ��ezig po I nypope ' ry al o� po I epo bltyolb Itl��gd gne� ot� tl -g e B gsbown Q� Is lo lot I ppotl t d �tl 1 b members ly. Atldfo al l pw ry Mac g Y � re Ioblfy d - g c ifm i �fi � po -tilfN o:fne W renai Adtl�o�aipermanenibocngonneo�erallsimcwresmeresponsblryoitneouilanBdezgnecPo oenera�gudanc god� p MiTek` bbnmLOn.quoli�y.conirotstoraqe.tlelivery,ereciionandbracing,wnsol� ANSIpPIIO�alilyCrMMO:�SB-89antleG51BO11tlingCOmponenf iq515N.0u�erPoM.Suite#]pp Sofely IMwmaROn voilode hom Ims Pq1e InsfiNle,JBi N.Lee 9ree1.Suite 312 4kxantlnc.VA 22314 CM1es1e`field M06301i q Southern Pine�SP ot SPp�iumber is suedfied,fis design va`ues are thase efFecfrre 6fi^PSI20t2 b d�5£ar proposed hy SPiB. JOb Tmss TivssType Q�y Ply 3D009GREEKR`cVIVAL 12%f4%3 fl00110 VB GABLE 1� 1 InhRPfwn Pin C� Il Timbetlantl Lum�er Company,Indianaodrs,IN 46218 ]250 5 Huq 25 YOt t MTek In�usines,Inc.Tue Fe�1]OB:StM 2013 PaBe 1 ID'Aw97ulO5GJtlVm?121g�SLy4VSX-P2FbTOruVNiRymk?EIeGI6MOtl_2Cprbc7hHZgzlx_H I ia-ia l a-0-ia � ss-iz i �ta-ia za�-o ta-ta Scale=1H06 3x4 = 3 3x4= 2 x4 4 12 DO 12 5 Y 1 'XX>��ri�� " kk%�` '`.r �'\n�nJ aX;��' n;?�,?k�';:>XV`x. . X'vX s 2xa �i z.a II z.n O s-siz s-s-iz ' Plate Otfsets(X Y1' f2'0.23 0-L81 f4'OQ-3 0-1-B1 LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) IIdeFl Utl PLATES GRIP TCLL 20.0 (ROOfSno�r-20.0) P�ateslnCreaSe 1.t5 TC O.D9 Vert(LL) n/a - n/a 999 MT20 �97/144 TCDL t0A Wmberincrease 1.15 BC 0.10 Vert(iL) n/a - n/a 999 BCLL 00 Rep Stress Incr YES WB OAS Horz(TL) 0.00 5 n/a n/a BCDL 10.0 CodeIRC2006/iP12002 (Matnxj Weight141b FT=O% LUMBER BRACING TOP CHORD 2 X 4 SPF No.3 TOP CHORD Struclural wootl sheal�ing directly applied or 5-5-t2 oc pudins,except BOT CHORD 2 X 4 SPF No:3 2-�-0 oc purlins:2-4. OTHER5 2 X 4 SPF No3 BOT CHORD Rigid ceiling directty applietl or 10.0-0 w bracing. MiTek recommentls that Stabllizers and required cross bracing be installed tluring lruss erection,in accortlance wiN Stabilizer Installation uitle. REACTIONS (Ib/size) 1=11�/5-5-12 (min.0.1-6),5=110/5-St2 (min.0-1-8),6=163/5-5-12 (mia 0.1-8) Max Upliftl=-27(LC 3),5=27(LC 3),6=-31(LC 3) Max Grev1=157(LC 5),5=157(LC 5),6=263(LC 4) FORCES (Ib)-�Max.Comp./Mac.Ten.-All forces 250(Ib)or lessexcept when shown. NOTES (�0) 1)Wind:ASCE 7-OS',90mph;TCDL=6.�psf;BCDL=6 Opsf;h-30R;.CaL II;Eep B;enclosed;GC E#enor(2);can�ilever leR and righl exposetl; entl vertical leR anBnght exposed;Wmber DOL=1.33 plale grip DOL=�.33 2)TCLL ASCE 7-05;Pf=20:0 psf(flat roof snow);Category II;�Eap B;Fully Exp.;Ct=t1,W=5�-0-0 3)Unbalancetl snow loatls have been considered ta Ihis desgn. ' ,�� 4)Provide atlequate tlrainage lo prevenl water ponding�: 5)Gable requires wntinuous bottom chord beanng. ' 6)This[russ has Ceen tlesigned for a 10.0 psf bottom chord live load nomm�current with any other live loatls. 7)Provltle mechanical connection(by others)of tmss lo bearing�plale capzble of withstantling 27 Ib uplifl at joint T,27 Ib uplift at�oint 5 antl 31 Ib uplitl at joint 6. � 6)Graphiwl purlin representalion tloes nol tlepict Ne�size or Ne or�entatlon of the purlin along the top antl/or bottom chord. 9)Waming:Atltlitionaipermanent and stabilitybracing for[russ syslem(not part of Ihis componenl tlesign)is always requiretl. i0)IiSouthernPine(SPorSPp)lumberisspecified,-thetlesignvaluesarethoseeHectiveo6/�V20�2byALSCorproposetlbySPIB. ', ,��`t.��q��J�l� /',' LOADCASE(5) Stanaartl `�� EGANG !r, "�\ST�,q"�.. : r Q,E FO': - ;� No. 149COA15 �? = _ . : • . _ � "° �� STATE OF ;� � � �i�C3T•':/yp�.•ANy_.'• 4.�� 'l � . . �`� `,: i�f,,'"JOKAi tE�\`\`��. 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