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HomeMy WebLinkAbout14060014 Truss Plans ', } ; ..,. , . �IV� ��� set_no version manuf style partdesc hand partsize AVA00 12 TRUSS ,2- (BR-00001) AVA00 12 TRUSS 8- (BR-00004) - AVA00 12 TRUSS 2- (BR-00021) AVA00 12 TRUSS 8- (BR-00027) AVA00 12 TRUSS 3- (BR-00037) ' AVA00 12 TRUSS 1- (EA-90129) - AVA00 12 TRUSS 9- (EA-90433) AVA00 12 TRUSS 20 (EA-90545) - AVA00 • 12 TRUSS 12 (EA-90834) AVA00 12 TRUSS 22 (EA-90844) AVA00 12 TRUSS 22 (EA-90845) AVA00 12 TRUSS 4- (EA-91984) AVA00 12 TRUSS 34 (EA-93334) - AVA00 12 TRUSS 34 (EA-93335) _ AVA00 12 TRUSS 4- (EA-93417) AVA00 12 TRUSS 34 (EA-93636) - AVA00 12 TRUSS 34 (EA-93637) AVA00 12 TRUSS 23 (EA-93638) � AVA00 12 TRUSS 34 (EA-93639) AVA00 12 TRUSS 34 (EA-93640) - AVA00 12 TRUSS34 (EA-93641) ' AVA00 12 TRUSS 34 (EA-93642)-. AVA00 12 TRUSS 34 (EA-93643)- � AVA00 12 TRUSS 3- (EA-93644) - AVA00 12 TRUSS 3-. (EA-93645) - AVA00 12 TRUSS 3- (EA-93646) - AVA00 12 TRUSS 3- (EA-93647)- 1 AVA00 12 TRUSS 9- (EA-93652)-- AVA00 12 TRUSS 34 (EA-93653) _ AVA00 12 TRUSS34 (EA-93654)_ AVA00 12 TRUSS 20 (EA-93655) - AVA00 12 TRUSS 13 (EA-93656) ' AVA00 12 TRUSS 13 (EA-93657) _ AVA00 12 TRUSS 7- (EA-93658) AVA00 12 TRUSS34 (EA-93659)- AVA00 12 TRUSS36 (EA-93661) AVA00 12 TRUSS 36 (EA-93662) AVA00 12 TRUSS 36 (EA-93663) AVA00 12 TRUSS 22 (EA-93664) AVA00 12 TRUSS 7- (EA-93665)- AVA00 12 TRUSS 36 (EA-93666) AVA00' 12 TRUSS 23 (EA-93669) AVA00 12 TRUSS27 (EA-93671) AVA00 12 TRUSS 27 (EA-93673) AVA00 12 TRUSS 36 (EA-94030) ` AVA00 12 TRUSS 1- (EA-94165) - AVA00 12 TRUSS 20 (EA-94554) AVA00 12 TRUSS 20 (EA-94556) AVA00 12 TRUSS 20 (EA-94557) AVA00 12 TRUSS 4- (EA-94559) AVA00 12 TRUSS 5- (EA-94560) Q TARMAk:�Verify design pu�vmeters and APAD NOT55ONTHIS AI.9INCLU➢ED MITS![REFfiRbTCE PACEtlIl99'!J BEfO%USfi. � EH�y�� C¢Sgn vNW�a VSC oNy viM NJiak collllECtOR.11'Y tleSpn 6 bpSfV Ot`�'�JpOn pdamBletS SMwn.OlW 6 fIX On YKfivi'�uOl CuiCrtlg COmpOftBnf. 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(EA-97026) AVA00 12 TRUSS 2- (EA-97027) AVA00 12 TRUSS 6- (EA-97028) AVA00 12 TRUSS 33 (EA-97029) AVA00 12 TRUSS 33 (EA-97030) AVA00 12 TRUSS20 (EA-97031) AVA00 12 TRUSS 22 (EA-97032) AVA00 12 TRUSS 12 (EA-97033) AVA00 12 TRUSS 12 (EA-97034) AVA00 12 TRUSS 20 (EA-97060) AVA00 12 TRUSS 19 (EA-97085) - AVA00 12 TRUSS 12 (EA-97089) AVA00 12 TRUSS 4- (VT-00881) AVA00 12 TRUSS S- (VT-00882) AVA00 12 TRUSS 12 (VT-00883) AVA00 12 TRUSS 16 (VT-00884) AVA00 12 TRUSS 2- (VT-01071) � AVA00 12 TRUSS 5- (VT-01072)_ AVA00 12 TRUSS 8- (VT-01073� AVA00 12 TRUSS 11 (VT-01074)- AVA00 12 TRUSS 14 (VT-01075)- AVA00 12 TRUSS 16 (VT-01076)- AVA00 12 TRUSS 19 (VT-01077) - AVA00 12 TRUSS 22 (VT-01078) AVA00 12 TRUSS 3- (VT-01087) AVA00 12 TRUSS 6- (VT-01082) AVA00 12 TRUSS 9- (VT-01083) AVA00 12 TRUSS 12 , (VT-01084) AVA00 12 TRUSS"16 (VT-01085) AVA00 12 TRUSS�19 jVS-01086) AVA00 12 TRUSS 22 (VT-01087) AVA00 12 TRUSS, 2- (VT-01281) - AVA00 12 TRUSS 5- (VT-01282)_ AVA00 12, TRUSS 8- (VT-0,1283)_ A WNN'/NG-VeriJ'y d� �gn pai¢me[ers mad READ NOTES ON lffi5 AND INCL[DEO MfTEK AEFERENfB PAGS MII P093 BStYIRE US& EppNGMEERING BpT�1➢1I Desgn vaftl fa dse onh�MRek wnnectors Ih's de9gn h basetl only opon pa�amefers shown antl i fa an ntli qoal buiWing compor�en}. ����� Applicobit�ty of tlesign pammeters and pmper mcoiporo6on ot wmponent¢respowbiliry oF b itl n8 tlesgrier f M1uss deagne.srocing zbown � is fw laferal svpport oi drno'ual web members only:Atltlitloiql temporcry broc ne�o irtwre 1 6IM durirg consM1VCiwn kMe responsiDilftly of the p Mliek Atlifate erectm.Atldlfioiiol permorier�l kdacing o�fY�e overall sbuchue 5 Me rezponsi�Ty of 1Yie bulQng designer.Por gencrvl gupfarice regartling fabncotlorv qoolity mnfrol;siwoge,tlelivery,-erection onC Mobing,consNf AN51/RIl puafily GIMO,D56-B9 and BUtl Bullding Componenf 818 SountlsiCe Roatl SolelylnMimaXOnavailablehomivssFlotelnsfiNte.]BIN.LaeSfreet,Smf@312AIexondna,VA12314 � Etlenbn,NC2'/932 - . . 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E° m°�a�_ c O id U `�P `p , W aQe c Z p Q m �° p. o d �_V � � �_ I I p �1 N � m � �� O � Z,d A Q �" . GO Q X !tu- Q jN m� N � . : `" y � Q m �Z mU Q �m i Job Tmss Truss ype a�y 7N ES569352 �OFOERS EA-90129 MONO , 1 1 140-B.MONO Job Reference o tional NVR Homes,X 13105 Nov 16 2009 MRek InOUSltles,Inc. W eE�2c 16 1T6]30 2009 P2ge i . _ . _,. ....... ....,:,. _. . 1-11-0 1-N-0 .. . " — � " - Scale�1:9.9 2 5.00 12 3x4 11 1 � 3 3xa= 3.4 II i-n-0 i-t in LOADWG(ps� SPACING 2-0-0 CSI DEFL in Qoc) UdeFl L/tl PLATES GRIP TCLL 23,� p�afesincrease 7.15 TC 008 VeR(LL) -0�0 1 >999 360 MT20 197/144 (GroundSnow=30.0) Lum6erincrease 7.15 BC OA5 Vert(TL) -0.00 1-3 >999 240 TCDL 10,0 RepStresslncr YES WB 0.00 Horz(TL) 000 Na Na 6CLL 0.0 ' Code IRC2009/iP12007 (Matriz) Wind(LL) 0.00 1 "" 240 Weight S ib _ BCDL 70.0 WMBER BRACING TOP CHOFD 2 X 4 SPF Stud TOP CHORD Structural wood sheathing directly applied or Y-11-0 oc pueins, except BOT CHORD 2 X 4 SPF Stud end vetlicals. W EBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 70-0-0 oc bracing. .'. MiTek recnmmendslhat Stabilizers antl required cross bracing be installetl du�ing tmss ereIXion,in accordance with Statiilizer � fnstaliation �uide. REACTIONS (IWsize) 1=65/03-8 (min.0-1-8),3=65/0-3-8 (min0-1-8) Max Horz 1=41(LC 9) Max Upllttl=-18(LC 9),3=-36(LC 9) , , Max Grav 1=75(LC 2),3=75(LC 2) FORCES (Ib)-MaximumCompressioNM�imum.Tension TOP CHORD 1-2=37/18,2-3=-58/75 BOT CHORD 13=0/0 NOTES (10-17) 7)W ind:ASCE 7-05;120mph;TWL=6.Opsf;BCOL=6.Opsf;Ik25tt;Cat.II;E�B;endoseQ MW FRS(low-rise)gable end zone and PC� ,,'.I.�.-;. Exterior(2)zone;cantilever left and right exposetl;GC fot members and forces&MW FRS for reaclions shown;Lumber D0�1.60 . plate grip DOL=1.60 �' ' ' ' 2)TCCC ASCE 7-05;Pg=30.0 psf(ground snow);P�23.1 psf(roof snow);Category 11;�6cp B;Partialty Ezp.;Ct=1.1 �� � _ " .3yAoot design snow load has been retluced to account for slope. � - _ 4)'Unbalancetl snow loads have been consitlered for ihis design. . .. � ; . ..�.r" � �.�. 5)This truss has been designed for basic loatl combina[ioris,which include cases wilh reductions for�multiple croncurrent live loads. ,^ "`� . � , �-- �� 6)This truss has tieen designed for a-10.0 psf bottom chord live load,nonconcurtent with any other live loads. " i �,�.,, �� - i �; 7)'This tmss has tieen designed,for a�live load of 20.Opsf on lhe WHOm chord in all areas where a reclangle 3E-0 tail by 2-0-0 wide � -' _,' '' a - " • i., . will fi!behveen the bottom chord and any olher members. - S�i',Ti-� - 8)Provide mechanical wnnedion(by others)ot truss to beanng piate capable of wiihstanding i8 1b uplitt at joint 1 antl 361b uplitt at � U � � }4�� � ' F,. .;V(� � � Bj This t ss is designed in accordance with the 20091ntemational Resitlential Code sections R502.17.1 and Fi802.102 and reFerenced'. ��.�'�,?�„� `I A� •��`� •� - sfandard ANSI(TPI 1. ? ��`�j � ��1��4 L �����\`,� �10)Designs checked for ASCE 7-05 wind at 120 mph,wind reac[ions z OS6 will adjust wind load readion to a speed of 90 mph(0.69 to} ' 1'f���l f 1�I�{lii<<�,� 100�mph and 0.84 for 110.mph).All other coeNicients remain the same as shown. � 11)SPF No2 and SYP No3 can be substituted fo�SPF Stud Grade material(ROOt trusses only). ����'�i�;. _ LOAD CASE(S)Stantlard JUL 0 7 2011 i � , �'. 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C r OW � � F � � N 3 CO W? uZi a N A N 01 � `� � N w� m O � � F N � p O u ;� U � �� W P P ' C � �!� O O� U O � ('J 1� � Y y� � �❑ N >m UC `L Z Z � N Q P N � � � W=���j�!g,.�r E � > G Zr � O N� � M �. 4�Mr96 N A, -O ��O K � � {y � O ���"^ � � �'a' Q a w°' w �. 2�� c � �n .. (V , I� U Q Qy N Q .h���0 �� Ww� N 0- RI W VI W N W (7 M�p� 3 C � °' O � zrc� 3w ° t 'b'qo. .. � o���� o � " a u t9u~i �k UO �, wri"'M a �`. ', u � rc.r Q.-• �- � -`T Z Q' y Z ^ ¢O� �n� U � �hr.:co r ��W rcm p� "' `-�mmvo � ai� m 20,u Of O U �°�� 480H�d01 �¢�.s. uz i U wo�..zm m T t ? OL.0 � p . C� O aOa � 7.-. � dU O w NO O �jm O.C1] `p� C � N2 m � N � N C N O U'C N C O � N r.�U �� O S � �a.� � a� mo '°'� �� °`o o`uo m ° � ° `oo o�o� . � C O.d L� Y t � C�� N � C N O m C U � O O O �m�� a°�i c�� a�`o .^'- °-� o' rnE Louc o � m xa. Q .°°c�°a °- o oo . � o °�m ��c' coam a?u�o� �. o�- mo-a� oE o.- m c --°ao Eoo` o ''�� .��000 �g „� uZi °1a � mE �� '" Sa�i° m a�i � �.a z ��� �oo.4a� �� o:m"'.o � � Q 0 a N U` N C.V O � aa� ooa�. `0= 2 oao a £ o �� � �� °� o o:o �s a3o � 6ma � o'_ p_2- cVO �-o o« �Oa>v>�- �. -oC.� N� —. .3 . �aaCaCp � � ��- Nt-.0 N �U � �� °1aa v� °' �� c o °' .= �' a�i V ox� ° 000 `m °10 °0 °-0 °3 Q ..a�w.Eac _,� oo -o `^ 6C = D' N�� N O ��' aS � QO�. o � ��o�o�oro �UO�ao LLam � m ° ow .c�- or ai.�� `o � o.� �oUC�oS� N z �- �- . , •- 3 t9 c� o= 5:^:� c oo� om�� Q � I � 0 Z in C U C ���C � �/O''� Q _ � C O' (J �'� ���"6 6 C iL �� O ' a OZ��m � C � U a `o� W m c a (9_.U. � O � I I o v N � Q Z. ",� v � w X �/I � � ' d O� Q �.} � d' ?�' P .. � V Q N m N � � m C Q �] .. ; Job Tniss TrvssType Ory P E5569420 OPDEflS EA-90545 COMN 1 1' 20-0-0CAMMON. � Joti Reference(opfonap NVRHOmes,X ]21DSNw1fi2W9M"TeklMUSldes,Inc. WeEDec161]:68:522009 Pa9e1 - tt 5p1 160.0 1a-11-15 2640 2 11- . 11 SO-t 4-01-15 4H-15 � � -SOt N �- ...-...x. .�..:.- . . .. . �_ � " - '_. '_' o...._ _..�_..� ._ _ ' __" _""__ � Scale=1:59.0 � 4z6- 6 y 10 10.OD 12 3x4 O 3x4 O 3 5 � 2 6 � �o d ' 4xe II 8 4x8 II 6�_ 1PQ0 20 0.0 - 1640 � 1p-0-0 � PlateOffsets(X�'l� f2:Edae0-0-1� (6:Edqe0-0-1� LOAOING(ps� SPACING 2-0-0 CSI DEFL in (loc) IPoefl Vd PLATES GRIP TCLL Z�.S p�ates Increase 1:15 TC 0.30 VeR(lL) -0.15 6-8 >999 360 �MT20 197/144 (GroundSnow=30.0) Wmberincrease 1.15 BC 0.68 VeR(fL) -040 6-8 >598 240 TCDL iD.O RepS[resslncr VES WB 038 Hoa(TL) OA2 6 .Na Na BCLL 0.0 ` Code IFC20�9/TPI2007 (Matrix) Wind(LL) 0.06 2-8 >999 240 Weight:981b BCOL 10.0 LUMBER BRACING TOP�CHORD 2 X 4 SYP No2 TOP CHORD StrucNral wood sheathing tlirectly appiied o�5-7144 oc pudins. BOT CHORD 2 X 4 SYP No2 BOT CHORD Rigitl ceiling directly applied or 10-0-0 oc bracing. W EBS 2 X 4 SPF Stutl MiTek recrommends that Stabilizers antl required cross bracing W E�GE be installeG Curing truss erection,-inaccortlance with Stabilizer Left:2 X 4 SPF Stud,RighL 2 X 4 SPF Stutl Installation uide. REACTIONS (ID/size) 2=768/0-3-8 (min.0-1-8),6=768/0-3-8 (min.04-8) MaxHOrz2=-361(LC7) � Max Uplitt2=-303(LC 9),6=303(LC 10) . Max Grav2=885(LC 2),6=885(LC 2) FORCES (16)-Maximum CompressioNMaximum Tension TOP CHORD 1-2=N26{2-3=-970/373,3-9=-756/353,4-9=-65�/374,440=-650/374,540=756/353,5-6=-970/373.6-7=0/26 BOT CHORD 2-8-2221670,6-8=-124/670 � � W EBS � 3-8=-253/312,4A=-247/562,5-8=-253/312 NOTES (11-12) 7)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat II;E�8;enciosed;MW FRS Qow-rise),gatiie entl zone and GC F�ferior(2)zone;cantilever lett and right e�osetl;C-C for members and toices&MW FRS for reaclions shown;�W mber DOI`7.60 plate gnp DOL=1.60 � 2j TCtL ASCE 7-05;Pg=30.0 pst(gmuntl snow);Ps=27.5 psf(mof snow);Category II;Exp 6;Partialty Exp.;Ct=1.1 3}FOOf design snow loatl has been retlucetl to account for slope. ti , � �� 4)Unbalancetl snow loads have beem m�s�deretl for this design. : _ - y ����; 5)This tmss has been tlesigned for greater of min mof Irve lozd o/160 psf or 1.00 times flat roof loatl of 23.7 psl on overhangs -�. ��� non-concurrentwithotherliveloads. ._ • 6)Thistmss has been designed for 6asic load wmbinations,which indude cases with reductions for multiple croncurrent live loads �� : - v: r,;ii � " 7j This�truss has tieen"designetl for a 10.0 psf bokom chord live load nonwncurren[with any other live loads. .. '� ' '� �� i . _ 8)'T�is truss has been designed for a live loatl of 2D.Opsf on the bottom chord in all areas where a�rectangle�3-6-0 tallby 2-0-0 witle - ,f,{:�.` ' �l ^ wilf fii between ihe bottom chord and any oNer members. " -.� , 9)Provitle mechaniral connec[ion(by others)of trussto tieaiing�plate capable of withstantling 3031b uplitt at joint 2 and 3031b up6R at "y I�, _�'` �- joinC6. " i ' � �'' �\�, 70)This truss is designed in accordance with the 2009 Intemational Residential Code sectionsA502.77.1 and R802.102 and !� � _i� [;t�\� 11)�Designs checkedafor ASCE 7-05 wind at 120 mph,wind reactions x 0.56 wiil adjust wind load reaction to a speed oi 90 mph(0.69 fo{ ,,'�-{I 1,��•`',`, 100 mph�and 0.64 for 110 mph).All other coefficients remain the same as shown. , .,- 12)SPF No2 a�W SYP No.3 can be subsiiWted fpr SPF Stud Grade mzterial(Roof iriisses only). ��.!�_ ? 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"" . . syo-a "11 ". __ . . ..... �... � NVRHOmes;X 'ZS'Z'4 Z9�-6 �� n-oa 21A-�o 41_z a-s�a � �� &942 �g10 4d-00 &5'10 4-&10 4-0-�0 $cale=1]0 8 N 4-&ID 41-2. 4x6 II ] ].00 12 8 6 9 5 3�� 3x6 i 10 11 34 12 1�6 z 14 4x6= d� 18 19 19 i6 20 15 4x6= 4x12= 4x12= .dx6�- 21d.9 34-0.0 21-4-10 6]-� 12-]b 8_9 a 5-fl-05 �']"� 5-11-15 F]4 pLATES GRIP Plate0lfsets X : P-0-3-00-Z-0 DEFL in (loc) Vdefl Ud MT2o 197��� LOADING(ps� SPACING Z'0'0 �S� Vert(LL) -0.09 17 >999 360 23.1 TC 0.25 Vert(Tl.) -02215-17 >999 240 TCLL Plateslncrease ��15 gC 0.38 0.06 12 rJa Na (GmundSnow=30.0) Wmberincrease ���5 Wg 073 Horz(TL) Wei9ht:246�b FT'`'� TCDI. ��� RepSVessJncr �ES Matrix W�nd(LL) 0.17 17 >999 Z40 BCLL ��� Cade IRC2009/iP12007 ( � BCDL 10.0 BRACING LUMBER TOP CHOFD SVUClural wood sheathing directly applied or 3-9-13 oc pudins. TOP CHORD 2 X 45YP No2 . BOT CHOFiD Rigid ceiling directty applied or 9-7-1 oc bracing. gpT CHORD 2 X 6 SYP No2 M7ek recommends thal5tabilizers and required cross hracing W EBS 2 X�4 SPF Stud'Excepl� be installed durin9lmss erection,in accordance with SlaDilizer 6-77,8-15,7-17.7-15:2X45YPNo2 Instailation uide. REACTIONS (IWsize) 2=1387/03-8 (min.D-1-13J.t2=7387/0-3-B (min.0443) Max Hoa 2=4141LC 8) Max GPa 2=525(LC P)12�525(LC,2) q-5=2296/817.S6=1897f738,6-7=-188?18G1.7'6°1882/863, � FOPCES (Ib)-Mawmum Camp�essioNMaximum Tension �2��0/31 TOP CHORD B 9_�8970 8 9-10=-�96/817,10�97-2��9t.71-12=2481I810. BOT CHOPD 2-18=-G76/2053.17-18=-514I7838.17-19=17711259,1649-172/1259,J6-20=-772/1259.1520-172/1259�, �12-14=-566/2(1`..3 7-15=-4�2509. ,`l1�11111iii1(/�r 14-15=-42t/1838, 3_1B=_210/220.5-18=$9/285.5-17=388/266,7-17=-406/909, WEBS 6-77=-34&241,8-15=-346�24t. \�\�\� c,"'� �<���/�, s-is=-ase�z�rsaa=-sn2es,it-�a=-ziazzo F , T , NOTES (�Z-�3) � TCDL=6.Opsf;BCDL=6.Opsf:FK25tt;CaL II;Exp B:enclosed',MW FRS(low-rise)gable end zone antl GC\�'�tia� f f - � 7)W ind:ASCE 7-05:120mPh{ sed;C-C b�members and iorces&MW FRS for reactions showrr,Lumber DOL=1.60 `� �-�`, -� �R� � ' � � �. Extemr(2)�one�,can6lever lett and nght e� ��_� � _ Z �! plate 9�P DOL 1.60 . II;Ezp B;PaM1ially Exp.; _ :.r}`l �{fi, 7Gyc - 30.0 psf(gmund snow):PS=23.1 psf(roof snow):Catego�Y ^ • � : 2)TC!L ASCE 7-05;P9= ' .., . �H.� r� 4t - 3)Roof design snow load has been reduced ro account for slope. ' � . ^ 4)Unbalanced snow loads have been considered foi this design. ' . �",�.' �� \! � 5)This truss has been designed ior greater oi min roof live load of 16.0 psf or 1.00 times flat roof load of 23:7 psf on overhangs � `\`\ non-concuvent with olher live Ioads. 6)This truss has been desi9ned for basic load combinations,which include cases wlth reductions tor multiple concunent live loads. ��ia��`\I J�3 Vr{`� , ! /1ililliVll\ ��i 7)All piates are 3x4 MT20 unless oiherv+ise:indicated. e)This tmss has been designed ior a�10.0 psf bottom chord live load nonconcurtent with any other live loads. g)•This W ss has been designed(or a live load of?O.Ops(o�"�?BCDL 0 Opst.all areas where a reclangle 3-6-0 tall hy 2-0-0 wide ��a \l� willftbehveenthe�botlomchordandanyo[hermemDers, ��� O 7 2011 10)Pwvide mechanical connec[fon(by others)of W ss to bearing p�ate capable of withstanding 49716 upl'rft at joint 2 and 497 Ib uplitt at � joint t2 _ 11)This Vuss is designetl in accordance wd�the 20091ntemational FiesidenHal Code sectlons R5�2.17.1 and R802102 and � referenced standartl ANSI/TP�1_ :� / �n i Coniinued on pege 2 I � � ,���/ � . . . / � IN��� A wnaN+mi 9erify Jes9 P°r° �°rs.a d READ NOTES.ON TtRS/+T'D t��me ers�sho,andRS fa an ntlrv�I b�itling co Po���' p MiTek Alliliate I ftl i_ sa oMY"^�h N"1ek mnnxfors Th s des�g ¢b¢s d onty upon Po sibtl ot b ltl ng tlei g�-noHmss Ceagner.&aang shov+n �e^9^°O meters antl p�ooer ncomoroMn oi mmponent'a�eNw b � mnsmsnon s the responsdlhry of Ma �o'ns re slabTiN d 9 �e d guAance regardmg g�e Sountls tle Road Applimb fM of d�s�n Pa� e��„p resoons bl ty of Ihe boldi�tle�s g ���9e Com nenl �'inRvdoal�bmeTbersOnly.Atltlino��fempaary ° 9 � ��p,eVnndB611BUiltling P� pn.�bn NC21932 --�_ . . � v � o � � y ;, v._ . _, .. _ .. . . _ _ � _ _ G• o . - o �o w . . .. 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O]N -�� m � C Q �S� i � . . � Job Truss Truss Type aH P� E56933'14 GOMN � ,ORDERS EA"93334 � Job Reference o t'wna ]230sApr222010M7eklMustries,Inc. WedApr2815:16:432010 Paqe2 .__,,NVR Homes,X 12),Designs checked tor ASCE 7-05 wind at 120 mph,wind reactions x 0.56 will adjust wind loatl reactibn to a speetl of 90 mph(0.69 for 400 mph and 0.84 for 110 mph).All. _ other coeHicients remain the same as shown. 13)SPF No2 and SYP No.3 can be substiNtetl for SPF Stud Grade matenal(ROOf trusses only). 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Job Tmss TrussType Qry P�Y E56933�5 ORDERS EA-93335 COMN � � Job Fetererce o tiona 723�s Apr 22 2010 MTek Industries,inc. W ed Apr 28 15:14:45 2�1 U Page 1 NVR Hornes,X � , :_ _:._. .. . . . . . ' " _. ._..._._. ' � ..•..". . �,.•.. �� -21d-10' ..__ 2S2-G -' 29-3ii --. 3400 -tt 4A40 8-9-12 12-)b 1940' . - . ...._. • �. 4-&10 ' 4-1-2 &4ID 4-640 4-4-10 3-&10 41-2 .4810 11 � scs�e=tla] 4a5 II 6 Z00 12 5 � 8 4 3s6 O 3x6 J 910 23 11 ._- . � ICi.o d � �o �� 16 18 15 �9 �y 13 4�= 4aSi= 4x12= 6x12= 4x6= 12-]-6 21-4-10 2]-4-9 �'�-� F)d �� 'SH-05 6-�'� �.]-� 5-t1d5 Plale Oflse4s X,Y: 16:0-3-0 0-2-0 LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) Udefl lJd PLATES GFIP TCLL z3:� Plafeslncrease 7.t5 TC 025 VeA(LL) -0.09 i6. >999 360 MT20 197/t44 (Ground Snow=30.0) Lumber Increase 1.15 BC 0.40 VeR(TL) -Q221446 >999 240 TCDL ���� RepSVesslncr YES �Wg 074 Horz(TL) 0.06 11 Na Na BCLL ��� � CodeiRC2009/iP12007 (Matnx) Wind(LL) 0.17 16 >999 240 Weight_24416 FT=S% BCDL 10A LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD SWCtural wood sheathing directly applied or 3-9-9 oc pudins. BOT CHOR� 2 X 6 SYP No2 BOT-0HORD Rigid.ceiling directy applied or 9-5-0 oc bracing. W EBS 2 X 4 SPF Stud'ExcepP MiTek recommends that Stabilirers and required cross brecing Si6,7-14,6-ifi,6-14:2 X 4 SYP�No2 be installed�during truss eredion,in acwrdance wiN Stabilizer � � Instaliation uitle, REACTIONS (Ib/size)� 1=1327/0-3-8 (min.0-1-1t),11=1368/0'3-8 (min.0-7-73) Max Hoa 7=-025(LC 7) Max Uplittl=-425(LC 9),11=-097ILC 10) Max Grav1=1452(LC 2),11=1526(LC 2) FORCES (Ib)-Mawmum CompressioNMa�cimum Tension TOP CHORD b2=-2494l826,2-3=-2321I807,3-4=-2309/832,4-5=-1900/742,5E=1889867,6-7=-18841866,7-8=-1900/741. g-9=-2299/879,9-10=-2311l794.10-11=-2484/812.11�12=0/31 BOT CHORD 1-17=-691/2[)65,76-17=-522/1844,16-18=-175l1261.15-78=-175/1261.1549 h � � O �' ➢ _. _ 41 � �L ' __� � _ ' _ ' N ".. . _ . . .��._... `o c o .. . . ._ .��. C O . a.3 - . 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O C � ' N Cw O �O � .C� . aU O NO O �� � OC.O `pS1C � N2 m � � .a� m � \ `o u�� . �o o a� ��o � �� ° c c ��r ° m mo ,°� �a�i-°OO o0o a�iam ° oo �`a�a� Z � o �"_ � � o� L„ a� � � o C-O'�L�.N F ��,a� o � O)� L p,U� pU Cxa � �om� o.� c� m`o °' `mE o �= � � oi�.�- Q �� oc.9a o0 0 � . � 'caa�� �.�°J �-°� � '`o��� o-� . f- o�- a� oa� oE uoa� c 4a-oo Eo `o o '' � .-��aoo � � w �� OmE �� "' Da��ia v c � c.o Z �n- �o � o � �voom�.,u�.� � a� o`_oT `o ; � o'oa .o Eo �a � Qtm-d °oo�L a3o� om�` � w H � p a�° c °T,2 x°`o E�'�� o� a �No> Q. ��.�o a�tc3 m��° ��'i °o c � ��0a v� � �`�G Od �.C` f_CJ V o�ic jU p�0�° N - u� 0"p0� Z �°���� 0-� oa � Q� = 'v a�`a� �� �� a`o u °-u� ma� cEo�m Q� 'U:o�.o¢ o =a °Qm sm ° 'a � L.3o� "' :oT�� :o °'.a,= oc.°UC�"aa��i N �Z T y � C U� DO-' C�NC OO�n �0.01U OO o � 'O O Z iri C U G{ C � . �. �_ s a V a o � m`o;o- � � _. o c a �,�Q ° ' Q a �.o a���:��- o � O ( I uo W � cZdomC� U w �- o o ,"'-n � m -° . . m� w X a Z �:- � N � 6 O O Q rM � Q �N W� � d,m � V • m � � � J W C Q O m Joti� Truss 7russType �ry Py E56933]5 ORDERS F1�-93335 COMN 1 1 Job Reterence o tional ,NVRHOmes,X Z230sApr22201�M7eklndusUies;Ina WetlApr2815:14:452070 Page2 12)Designs checked for ASCE 7-05 wind at 120 mph,wind reactions x 0.56 will adjust wind loatl reaction to a�speed of 90 mph(0.63 tor t00 mph and 0.84 for 11 D mph).All - �othercoefficientsremainthesameasshownr- --. - --.- - --- � -- - - �� --_�-..- -�. �-�_.-. . . .. _, ,_ 13)SPF No2 and SVP No3 can be substituted�tor SPF SWd Grade matenal(Foof trusses only). � } LOAD CASE(S)Standard � ' Q .WMMNG-Vertfyd 'gnprsrumet ¢nRFFAD�HOTE50N4HISAADtNCLUDED�IITEKAEFERENCEPdCEMI194]3SEFOAEUSE �ENGMCEiE�NI���NJJJG...BY Des gn vobtl iw vse only wAh A41ek connecfors.ID6 design¢basetl onty Won pammefars shovm,aM'u for an rMrvitlual boltling component. ����� AppicatiLty of tlesign p omefers ond P oper inc�orporvM1On ot ro�mponen�e rezpons ti lity of bu Idrg tleiB�e � 1�n tle9gn -Bro ng xhovm i o tw lateral suppod ot i�ndual web members only. Atld homl temporary bman8�o invre stab IiN doriig constmcHOn k Me respon ibilliH of Ihe a Mriek nnniate eredw.Adtlifional pertnanent brocin8 a���he oveiall ihocfure'¢ihe resporvibTN o(Itie boltlirg tlesgnec For general goldance regarCVg fobncoibn,quoliy mnhol,itordge,tlelivery,erecfion ontl braci�g;consiilt ANSI/IPII puafM CMeda.DSB-89 anE BG511 BvOtling ComOOnenf Bt8 Soundside Road Svlely Inlo�moXOn available Gom Russ Pla�e InsliU�e:]81 N.Lee SfreeC Sui�e 312 Alezandna.VA 22914. 'Etlenbn,NC 2>932 � N � O �' > � �= _y y .. ..= � . . . E_ ' ° c o °�� � o a3 . L `o.mp .i .. o . � a� � . d� � . d.� .�u�. � _$_. °; ,a� a �' O- V > � . ' � a r -y ° �o 0 0 0 � ' m � L. . Ap m . 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N � � s °„ a d" Q � a Z �c� m N �� � J m CQ OO] i � . Qry Py [sssozia TN55 TNSSTy(!8 Job � 1 COMN , Job Referenw o Iiona ORDEPS � EA�93636 , ]210sNOVifi2009h5TeklndusNes,inc H'���1619:OY.92009 Page1 ... . 39-DO 11 .. � . _ _ _. . _ ._ �_. . � . , . ..- ....ZSZ-4 • _29"&6. _ 11. . _. 1NRHOmes.X �yo-p 21-1-2 q_�_p 4-e-10 8-9-12 12-00-14 , y�.p 4-1-2 t1 4"0"�� 0-0-2 44-2 SCalo=1�6.1 ttk 4-8-1D 4-0-2 4x6 II 5 ].00 12 3x0 i 21 fi x4� 4 20 Sx6� Sx6 i � 3 e 9 �olo ' '�� Z 15 12 i6 1] 11 18 19 10 4x6� 14 3xc- � qxfiq 13 3xa II 3x4 II 3x4= 6"B- 6z8= 3x4 II 3x4 II saoo 21-0-2 2]-2-13 693 12-10.14 ' &2-4 6-141 . ' E93 �1-11 ' G&3 PLATES GRIP PlateOflse�s XY: 2:04-130-1-12 3:0-3-00-3-0 7:0-3-00-3-0 C85.0-1-130-1-12 11'DEFL 03o in O(lo)20Vde�l Ud ry�T20 197/144 LOADING(psf) SPACING Z'0'0 T� 0.37 VeM1(LL) -0.1011-12 >999 360 TCLL 23�� Plateslncrease 1.15 B� 04z ye�(TL) -0�2q�71-12 �Na � (Grou�dSnow=30.0) Wmberincrease 1.15� WB p84 Horz(TL) 0.06' 8 Weighf:2341b TCDI. 10.0 qepStresslncr �ES Matrix) Wind(LL) o�>> >Z '999 24� BGLL ��� � Code IPC2009lTPI2007 ( BCDL 10.0 BRACING TOP CHOflD S[rucWrai wood sheathinl edlor 9 B 1 P lo brac 99 oc pudins. LUMBER gOT CHORD Rigid ceiling directly app TOP CHORD 2 X 4 SYP No.2 M�Tek recommends thal Sta611izers and required cross bracing BOT CHORO 2 X 6 SYP No.2 be installed during truss erection,in accordance with Stabilizer WEBS 2X45PFStud'ExcepC Installation �uide. 5-12.5-11:2 X 4 SYP No.3 or SPF No.2 REACTIONS (Ib/size) 8=����p"3"8 (m�n.0443),2=1461/0-3-8 (min.0-i-13) Maz Hoa 2=�14(LC 7) Max GPav 8=�525(LC 2)�2=1525(LC 2) � q�_g}_--1953/839.5-20=1821/868.5-21=1821/868,b'2�=-19531839. FOPCES (Ib)-Maximum Comp�essioNM 3!�23���ae9^ TOPCHORO 1 2 0/31.23=-2447l796, 89 0/31 16-17=-178/127t, � i� :, :. - 6 7 2311I889.7 8-2447l796, 12-15=-405/1701,12-16 -178/1277� .., � ,, ' 2013.1374-+�1811695 t415=-406/1700. �6679=323/1695.8-10-5392013 , � r ' �'J�. BOTCHORO Z�3 64� 6.7Q=-25��3, . ' 1117=-178/1271 1t 18 327/1701 18-19=.321�7,�.2��3,3-13=311/306,64t=624/441. �\���..1 � _. .�`��/� 5-12=-398/937.5'11='394/937�4-12_-62M436� : z... :1���>:.t.tz�,:�.,: tr ^ WEBS .��' C; .. -. 7-10-311I307 ���.. �!J '. �f' ' � � ."�f NOTES (»-�Z� .�ZOmph;TCDL=6.Opsf;BCDL=6.Opsf;h=ZSfl;Cat II;Exp B',enclosed;M`NFRS(low-rise)9able end zone and C-C _ = U��" '�4 .• � � �)Wind:ASCE7-05, � � : ����� Ezterior(2)zo�e:�ntiiever lett and right exposed;GC tor members and forces$�"�WE�B�Partialty Exph Ct=� ,umber DOL=1� yj'`T�rA f : � ` ' plale 9iip DOL 7.60 PS_Zg j,Psp(roof snow):Category � P � 2)TCLL:ASCE7-O5:�P9=�.OPs�l9roundsnowl; . �D,C l�r�j'���`��; 3(poof desi9n snow loatl has been retluced lo accouot for slopa. ,_ `� \`� 4�Unbalanced snow loads have been considered for this design. ` 5 This truss has been designed br greater of min roof live load of 16.0 psf or 1 00 limes flat mof ioad of 23.1 psf on overhangs /"rli'I"111�„�\ non-concurrent wlih otheulive loatls. y 1. _r 6)This tmss has been designed for basic load combinations,whicho��dch �en allta�eas whe eja��a glle�6-0 tall 6y 2-0-0 wsde ',fi'/S/O�AL � ���\ g)TThie lmss has been designed for aOrv Poad of 20.Opsf oo the b d nonconcuneni with any other live loads. will fit behveen the bottom chord and any othe�members�,with BCDL=10.Opsf. q)provide mechanical connection(by others)of Vuss io beaing p�ate capable of withstanding 497 Ib uplift at joint e and 4971b uplift al �joint2. ��� � �0�� 10)This tmss isdesi9ned in aexordance with the 20091ntemational Residential Code seclions F502.11.1 and R802.702 and referenced siandartl ANSI/TPI 1. Wind reactions x 0.56 will adjustwind Ibad reactlon to a�speed ot90 mph(0.69 for 11)Designs checketl for ASCE 7-OS wind at 120 mph, 1 )1 p0 mNph and 0g84 tor 110 mph).All other coefficients remain the same as shown. �^ Cohtlnu ed on page 2YP No 3 can be su6setuted for SPF Stud Gratle material(Root trusses only). / / r . . >a>a asroxe uss. E � Y�� " ' ¢ E(lEhD NOTES ON 9'MS ANDnNCLaT �no ard uE�o a�Ad"�d°�bvltling mmponent. � � I (� �y�p� Venfy de5�9 P . bp5ed onlY^� � . . ef Oot fi1s dea9nH.Broc n9 show(1 ^ A MiTek AXlliale �� nent u responsiblty oi bmld�tl sg Po�y� Dev9n�a(tl foNZe only vnTh MRek co nCCton iM1O��fion of compo �a��g�o�nsure stoE I ry tlo n9 corufi+ci�on s the res b Iltly ot iM1e noofcabil fy of des gn pa�ometers and Wop d s gner FaBe^e�°19°ba"Oe regardrt�g^en1 818 Sounds Ce Roxtl . ..,en members onIY.,Atldifioial\emPOmry naN ot ihe bmid�ng_ _ � ., „gn aCSll 8oddln9 G°mP° =a r�n NC 2]9ffi —__ . . --- __ <n -- � � O �' °� � � v _ � - - -.__. ..,_ . 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B-P3 G2-10 ' 5-g-2. 511-9 Plate0lisets(X1�' 12-0-7-60-1-9 fl 3.0_3_00-3-41 4:0-9-40-2-4�� 7:0-3�04-8 . p�p7ES GfiIP LOA�ING(ps� gppCWG 2-0-0 DEFL in Qoc) Vdef� Ud CSI MT20 197/t44 TCLL 23���� Plateslncrease 1.15 TC 099 Vert(LL) -0.78 9-10 >999 360 � GroundSnow=30.0) BC 0.85 Vert(TL) -0.45 8-10 >637 240 . ( Lumber increase 1.15 TCDL ��� RepStresslncr YES WB 072 yyind(L) 022 940 >99B � Weight:7241b 8CLL ��� � Code IRC2009/iP12007 (Matrix) BCDL 10.0 BRACING LUMBEB TOP CHORD StrucNral wood sheathing directly appiietl, except end veRicals. TOP CHOFD 2 X 4 SYP No2 BOT CHORD Ri9id ceiling direc[ly applied or 5-54 oc 6facing. 80T CHORD 2 X 4 SYP No2 y�EgS 1 Pow at midpt 5-� W EBS 2 X 4 SPF Stud MiTek recnmmends that Stabiliiers and�equired cross brecing � be installed duiing iniss erection;in accordance with Stabiiizer Installation uide. REACTIONS (Ib/size) 2=94Ma3-8 (min.0-b8),7=882/0-3-8 (min.0-1-8) Max Horz2=382(LG B) Maz Uplift2=370(LC 9),7=300(LC 9) Max Grav2=1093(CC 2),7=1018(lC 2) FORCES (t6)-Maeimum CompressioNMaximum Tension TOP CHORD 7-2=-0/24:23=3266I1140.3-N=-?239/820,411=-2054/842,4-5=-1049/467.5-6—129/92,6-7=-170/119 BOT GHORO 2-10=1224/2868,9-70=-12552690,8-9=-2481894�'8='�a6� WEBS 3-10=N432,3-9=-762/575,4-9=-678/1682,4'8='21fl�197.5'8='128/386.5-7=4115l391 �`\:i�1�.�lUfl;j1„f, '.;� NOTES (12-13) �\� F- ��i�?v.� �/� - 1)W ind:ASCE 7-05;120mph;TCDL=fi.Opsf;BWL=6.Opsf;h=Z5ft;Cat II;Er.p B;enclosed;MW FRS Qow-nse)ga61e end zone and C-C \ ; � �v��` ' C �',G f�� E�derior(2)zone',cantilever leR and d9M erzposzd',C-C br members and�forces&MW FRS br reactions shown;Wmber�0�=�.60 .`\ i 'r•'.. �� plale 9np DOL=1..60 Y � Q, �� ^��J•,..�.-��,"'. p)"TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=varies�(min.root snow=23.1 ps�see loatl cases;Cate9ory Ii;F�P 81.Partiall `j •¢ `"T� � � Exp.;Ct=1.1 � _ .. • ' 3)Roaf tlesign snow load has been teduced to account for siope. — : �Q b�y90�0Q$5 = — aj Unbalanced snow loads fiave been o�nsitlered foothis desigrt. � �� : ��"jA7E OF ;�� � 5)This truss has been designed tor�greater of min roof live Ioad�o116.0 psf or i o0 times flat rooi load of 23.1 psf on overhangs 'q . • � ^ non-�ncuRentwit6otherliveloads. f • , /� `�*.� Q' .T 6)This tmss has tieen designed for basic load combinations,which include cases wiih redudions for multiplemncuirent IiveJOatls. �p� •• ��D I A�.���`\. 7)This truss..has been designed for a 10.o psf tiottom chord live Ioad nonconcurrent with any other�live loads. !/rf, ,`�L �```,\\ q)'This Vuss has been designed for a live load of 20.Opsf on[he boriom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide ��/f�s��F�,i ` vdllfitbetweenthebottomchoNantlanyoihermembers. fy ���������\\ - 9)Bearing at joint(s)2,7 considers parallel to grain value using ANSI/TPI 7 angie to grain fortnula. 8uiidirg designer shouid veri �(! � ; �pacity of beanng surface. late capable of withstandirg 3701b uplifl atjoint 2 and 30016 upli(t at , 10)Pmvitle mechanicafconnection(by others)of truss to 6eanng p joint7. �UL O ! 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" � o� a c 2 `o t� � , � N `c�,� � �� u o� � o N p N O C-0 � 5 j'- p.0 Cp. � � o .� � O C� 9 C � , � C N;"O� O � C O Q"OC . C� O� � Z'.�U �n Om z C-p'CLN �'� "_� '1 L � O� L � � N �O � 00 paol � 'O+�`O� C�. m� � QNp � N � Om C� � � � � oc.n oo � a� E . oo�E .� ou` o m_xa Q co - -° o � ' � ca-- � =u, 3ubo � c�`o t- oaa� o� . _`oE ooa� c oa-° a� ° c , S � o�'-,�o� � W' m ° ° � a�o ' a�a ° T.n_° -° c'° '�U-.'o�o.o °�� °� � NC� N �a ` � � �- � N � O � Z � OUO.N 'V Om�nU L'3 p a`o°Q>. N= � 9oog o Eaa�ia � 9£ °'-0 00 � °' a3o � ` °�= p �: � a� x�° `o �'�u o,: aa�"'m Q � �5a� — 3 "'_o �ca,ca 0 �q Z a�i� Ep�,° _ �� �=� m �'� � ° � ��o.m V `oR� � �'ooa� o�� `oa���o3 a Uoo¢ o -m `o° � � QO '-^ v ma � � � u� aD � a'`u.° ma�ia � °om.o H -O � ��- I�- : °_ m ,- m � ° m �3.OS -° �-�� a �-° � o ��o °C7,e O • 0C C� S40:t C_,N � C.-.0 � /� � e Q � � Q Z C N �V C.a1� m� _ id a n\ O � QV ^ �� N�a'O- C � Q � 00 W d ,� \ 'OZ.ONjJ� O � � I V W 1V '�' m� \ \ C d�°�(� CU ` � � O N � A � (' O ^ Q A� N.� W x �Q N\ \ Z '`n:.^ p�� f- K ��7\ 1 d n a « � a d- � �i Q �� �� J ' , . 6. J W 'Q Z m vJ 10 CQ Qm Job Tmss TnissType ry Py E5550216 OF�ERS EA-93630 " SPEC 1 1 � - Job Heference(optionap :NVR Homes.X - ]210 s Nov 16 2009 MiTek IndustnPS,Inc. wea Dec 1619:02:0�2009 Paqe 2 , 12)Designs checketl for ASCE 7-05 wind at 120 mph,wind reaciions x0.56 will adjust wind load reaction to a�speetl ot 90 mph{0.69 for 100 mph and 0.84 for 110 mph).AI� �� - mtier coefficients remain the same as shown..—:__ . _ . ,. , _ _ _. __ . - . . ..,_ _.,,__ .. _. 13)SPF No2 and SYP No.3 can 6e su6stiNted forSPF Stud Grade malerial(ROOf tmsses only). LOAD CASE(S)Slanda�d 1)Snow:Lumber Increase=1.75,Plate Increase=1.75 Uniform Loads(plf) Vetl:7-4=-55,4-6=-55.2-9=20,7-9=-ZO A WAAMNG-VenjutleclgnpammetcrsandREr1DNOTESONPHlSANDfNCL�OEDffiTEKRBFi.RENCEPACEdOl94O3BEFOFElIS& ENGMEEFING9ryYgp Desqn vofd forvse oniy wifh hffiek conneciors.Thh tlesign u basetl only opon pamme�ers shown,antl is fv an intlividual�uiltling romponenf. ����N�� Appicablliry ot de4gn parameters antl proper incoipomfion ot component is resporssibify o!bol�n8 desi9ner.-nof huss desgner.Bracing shawn � Y o a fq lateral sopport of inclNidoal web mambers oNy..Atl?ibml�empwcry bracin9�o insure slabiliN tlunng mns�mcM1On 6 the responsibilfly ot iM1e p MiTek AXlliaie e�ecta.Adtlilionol petntanent tradtg o�ifie overall shvcNm 6 iM1e rezp�nsibifty ot Me buil?n8 designe�.Fw gene�al gvidonce�egartling iabn[afion.qualifyconhol.stWOge,tlellvery.e�ecfionandGacing,consvl� ANSI/RI10uolilyGitMn,OiB-B9ontlBC5116u0tlingCOmponent 8185ounticitlaROee SWely INoemalion vmlable hom Tmss Plafe I�fih�te:J81 N.Lee SM1eet,'Suite 312.Nexantlrq,VA Z1314. ECenlon,NC 2)932 v� N �; � � O � E WL ? n- � y_ v - i � £ _.. B c o . .c:o. .m� ,`o__ . a 3 . 6� p, `o „� `o `m � � m� m� �� `o u°' S n �� a� vd � p m . 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'�- n L � � �r Z � n � � O � 9-EM O O LL O C �� � N G O w? W � d A 3 Wp m Q y m � �' r ^"' �"' °° o n � F "' � c a u �'.S u� uDi r � o�°- m `L � a�/ p �■ �w'u �'�1 �� �n � u'Q �-` ..�a M � p � ° pm�/::'v � �~ N > U �Z � O NQ P � � � d����d • � � � � Z� Kb K � � Ow�a � ^ � O O �Q � d w�o w � �z� �. VJ � = cam K n vi a d NP � W� v � v � a� � � a .. �^^� " �„� m w r�n.0 3 � m W= W K 0 �O�P �.�'I� 01 � m p m � 3w � o �o,� n W v � � � �~ =k U a w.�•iZn y ' �O u � rc.s- ¢� '- N .v v w y� � �h n W C � r�W C.0C � W �P V� C . . ^ klJ N ZoJ OC Q U �OW� . ObOHJ d01 �a.� U'z i U w m z m � m c o�C p T L ? -O,.-. U Cl.� � C p � � �� ' � U O NC.� �� OC� ❑� CJ N � CP N O O J � N Z'.�U �� O_C � � N C a OU'� . C� O � Oi.+ V �ON c � °� ° m m= o a`oo� 3u`o m > a� ° o0 0. � C B L �a �� Y « � C� N � C N O m C U = p.0 O � a�°i�sa°�i �� �`o v °-mo m�E souc ojm x�- •- � mE o �= 3u'o � c�oo �- �`p.C9y � � `oc � � caa� ���"' �- c � °�'u�'-- a� � a � � moa�°i oE oom c °�ao Eo `o o '��a -� oo �g � z a�i-° `o � � ° �; -°��° m � � � `o z '',^�,_ o �° � �u °om"'v". � w � a� E °J a � " °� �- A E '�' ° a O �� �-a po �r �a�o � � p�� � �-� o� > � O` � a°�° p ° `oa°i�� � -o � m _� �.,� �� �a O °- a- No o. -ou �o� N � . o� Q a�� .o m-CC3 m�oo,-o � °o z a�i=� E'a� �o m Ts� ° v �ma�� O �� a� � aoE � CDOOmD C N Z Uoo¢ o ^<� � O- � ; `� � `wc � 3�` U' ��o[� �..��_..� c oo�o�Qmu Q � � � c.a � V �pO �°�a�o�c � ~ - `* O ° Q '�O OoN'j'�� o V "�^ �0�0 � C CZdOm(� CU � O ,' _ ( I � O H � m � � � F N'3 W X ay. Z �a a N a � �� a �t " a '� mN � � � � a a m �Q �m Job russ Tmss Type aty Ply ESSW218 ORDERS EA-93660 COMN 1 1 ' Job Feference o tiona NVqHOmes,% 'Z2105NOV162IX19MTeklntluslnes,Inc. WetlDec1613�2:�42009 Page1 4�-00 .&312 12-00.10 1]-0-0 21d-2 25-2A 253-6 34-0-0 �.._..- __- _ .. _. _ a-aio , .°��-�.. °-�-� . . ^-i-z _ ., ari._ c ai-z... . a_i¢ aaio - 4x6 I I Scale=1:]6.6 4 ].CO 12 3x4 i 18 �g 3x4� 3 5 5xG i SvG� 2 6 1 � � �o�o 4�= it 12 13 10 id 15 9 i6 1] 8 . 4x6- �' ' 3x4= 3x4 I I 3x4 I I 3x4= 6xB= 6x8= 3xA II 3x4 II E&3 12-t0.14 21-b2 2)-2-13 34-0.0 E9-3 6-141 8-2-4 E1-01 6-9-3 PlateOlisets(X�' IZ'0-3-00-3-0� f60-3-00-3-01 f9'03-1203-0����10'0-3420-3-0� LOADING(ps� SPAqNG 2-0-0 CSI OEFL� ' in (Iw) Udefl Ud PLATES GRIP �TCLL 23.1 plates Increase 1.15 TC 039 Vert�LL) -0.10 9-10 >999 360 MT20 197/144 (GroundSnow=30.0) Wmberincrease 1.15 BC 0.44 Vert(TL) -024 940 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.83 Hoa(Ty D.O6 7 Na Na BCLI 0.0 ' Code IFC2009/TPI2007 (Matrix) Wind(LL) 0.11 10� >999 240 Weight:23016 BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Structurelwootl sheathing directly applied or 3-8-2 oc pudins. BOT CHORD 2 X 6 SYP No2 �BOT CHORD Rigid Ceiling directly applied or 9-5-7 oc bracing. W EBS 2 X 4 SPF Stud'ExcepP MTek recommends that Stabilizers and required cross bracing 4-10,4-9:�2 X 4 SYP No.3 or SPF No2. be inslalled tluring truss erection,in accorUance with Stabilirer InstallatioR�uide. REACTIDNS Qti/size) 7=140?10-3-8 (min.04-11),1=140?10-3-8 (min.0-1-N) Mac Horz 1=-017(LC 7) .Max Uplift7=-426(LC 10),1=-426(LC 9) Max Grav7=1453(LC 2),t=1453(LC 2) FORCES (Ib)-Maximum CompressioNMaeimum Tension TOP CHORD 1-2=4459/812,23=-2322/902,�3-18=-1956!838,448=4882/869,449=-0825/87Q 619=-1957/847,5-C�-2325/907, 6-7=-2460/813 � 80T�CHOR� 141=�67l2023.71-12=-039/1711.72-13=-037/1716.10-13=-437/1717, 104�-198/1275.7445=49ft/1275, 945=-19fl�1275,946=-369/1705.1647=-370/1704,8-17=37Z1700,7A=-591l2025 WEBS 44Q=389l918.4-9=3971931,340=-609/433,3-11=-247/430,&11=302/299,5-9=-679/444�,5-8=267/444, 6-8=-313/309 ' `,+\l��Vll���(ij����/`,, NOTES (10-11) `��� ��, STr.>, ..,':fy '. i)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.�psf;h=25R;CaL II;Exp B;encioseQ MW FRS(low-rise)gable entl zone antl GC��� ,� .� `F� i Exlerior(2)zone;cantilever lett and righ[ezposed;GC for members and forces 8 MW FRS for reactions shown;Wmber�DOL=7.60 ; Q- .';�,�`r�'"C•. �'o�� plategnpDOl=7.60 ; �jy;�� ��%"•, ��� 2)TCLL:ASCE�7-05;Pg=30.0 psf(ground snowj;Ps=23.1 psF(roof snow);Category II;Ery B;Partiaily Er.�.;Ct=1.1 � ; : � 3)Roof design snow load has been reduced to eccount lor slope. _ ,n j �;n,ni^,561�'_�LbS = � h)Unbalanced snow loads have been considered for.this design. _ „ j {� _ 5)This truss has been designed for basic load combinations,which include cases vrith reductions for mu�tiple concurrent live loads. 5 �� " ;,;)S�.i E Q� ; (;,� �- 6j This imss has been designetl Fora 10.0 psf bottom chortl live load nonconcurrent with anyother live loads. ��T ' i � � � 7)'This tmss has been designetl for a live loatl of ZO.Opsf on the bottom choid in all areas where a rectangle 3-6-0 tail by 2-0-0 witle� ��. (^-, �.�����I�N;P'� �`�` � will fit between ihe bottom chorU and any other memtiers;with BCDL=lO.Opsf. ��j��'�t�;v���'�' � �1����� e)P�'n„tle mechanical connection(by oNers)of truss to bearing plate capabie of withstanding 4261b uplift at joint 7 and 4261b upiitt at �f�(���'��A�IU�,��\`�\\` 9)This truss is designetl in accordance with the 20091nternational Residential Code sections R502.11.1 and R802.102 and referenced � i standard ANSUTPI 1. 10)Designs checketl for ASCE 7-OS wind at 120 mph,windTeactions x 0.56 will adjust wintl load reaction to a speed of 90 mph(0.69 for .- 700 mph and 0.84 for ll0 mph).All other coeKcients remain the same as showrt ,��L Q �' 011 11)SPF No2 and SYP No.3 ran 6e substituted for SPF Stud Grade matenal(ROOt trusses only). �� LOA�CASE(5j Standard �!. / / �l �. / /� � WAAMNG 9erifydesi9nparamete�sanQREADNOTE50NTHI5AN�tNCLUDE➢MiTEICREFERENCEPAGE.�%<>3BEPoftElISE. 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AddiM1OM11¢m�lpry�ci(1g 10 i115uR S�ObIIN dU11l1Q COIIS�lVC�of1 rs 111C IespORLbllliN of�Ile q MIT¢k RXllia�e erecfw.AtltliM1Onal pertnoneni Woc�ng ot�he overall shucNre u Me responsibliN of M�e bultling tlesigner.For generol 9�idance regarding � �abrcoM1On:puoli�yconfrol,stomge:tlelivery,e�ecfionontlGOdrg.WmuV ANSIpPlipualilyCtllMa.OSB-89antlBCSI1BU11tlIngCOmponeM 9185ounCSitleROad Saky lnfarmofion avalode hom imss%oFe tru�Nle.]B1�.N.Lee 5free1,SuXe 312 Alezandno;VA 2231�. - - Etlenton,NC 9932 N � `m p.. n � T E �r � _ . . .? _ E . _`oc � o . 019. � `o 03 � fl. m `o „��. � o. � �� �:„:. ��.. ..� . .o . _ov £ a � m„ �O � s Ap Eo m . o�°c a n o °' „u � � v a° ° S � uc o0 � �d+m �_` � � ca r � � E uo 'ou m . ° a .: � � t t o0 3p 3 '�" ��"'�' � mw ` 2 ��� ° .�.� �� . o � a-d p � Ec N o o�� z �3 0 �U uv �� �f� 3 � `� °c'�� om � °°, � m°c._ °a� =u oo°�� oo p� os. a `oo 0 0 o aU �o. o y a '�- „'a °o` �� oati� �- oo_ ��., �. �o�c a�5 00 _ o'q a a 4 >.c om � N U � �2 °' �v> o�� co o. 2��C °< �a m� IIljo om v` °. p� °-' ° � EE �3 ° 'p C i. � oo D-y. °in o0 0� .m� 2° m2 `o `o`u v °' mm v`o �� m `m �m > c f� o m_ o o z � aa r � `m o` m�- v o C O1p �:4 °a � � D�Zm m � °� no E� �m °� m °�d £`o `od �'o o � c, �', �.a� a� �� L�t� V 0 �o�� �o��'- o�� �P_'o 2mt ._ _°"a 3u -d`o Na =�� `oE `oo do °c � '" w o a °�m s � °d V/ 3 � n`O1 n`rn°u a� ta° � °�o �' ° `oo�`. °'o ? �°o `v_E no m° �"-' t `m c oo� ° m oU ��1, o � �n ���..oa � o oom o °�'a�� �� m� . °o o`o `o.E °� �am mm a ^� v > �tm �od E� �/ � p °o ca� o' �adi`m. �°�= `m mE�°' �c a�i ° m-d o��° �..`o �� Ea `oo c" �o _°o a`�.�:rn nm°-'� �O � � � o ° ° 2 °m ma. d `mc � -°-o.� o° rm aL :^a° a� �n-o ��� `u� � 'uo c °-'�E `m o2= o= d � � o �._�.d� �Y D.m= E m `o° c�»m ��OC ��3 °n.on. 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N a V Q, m C,Z °�U -.Q �m Job Truss Truss Type Qty Ply E5550219 OR�ERS EA-93661 HIPS 1 1 � Job Reference o tional NVR Fbmes,X Z2105 Nw 16 2009 ANTek IrMUSines,Inc W eC Dec 16 19 02:06 2009 Page i 1f 1-244 141-11 1&10-5 269-2 34-0.0 41 H- )-2-14 640.t3 5840 6-iP13 ]-2qq iL Scale=1:6fi2 6x10 4 Sx�� 4 5 ].00 12 3fii 3�i� 3 616 15 10 1] ^ 2 �B � uj� I� ..5x1= 13 12 1B 11 10 9 Sx]_ ' -' 3x4 II 3x4= 3�O 3x8= 3x4 II 9-2d4 14-3-] 1&9-9 26-&2 34-0-0 >-2-14 )-0.9 SS-2 p49 ]-24a Plate Offsets(X 1�: fz;0-3-8 03-01 f4-0-6-4 0-1-12� �SO-4-8 0-28� f7:0-3-8 03-07 LOADING(psQ SPACING 2-0-0 CSI DEFL in (loc) I/defl Utl PLATES GRIP TCLL 23.1" p�ateslncrease 1.15 TC 0.93 Ved(LL) -0.1610-12 >999 360 MT20 197/144 (Ground5now=30:0) Lumberincrease 1.75 �BC 0.87 Vert(TL) -0.32 2-13 >999 240 TC�L to.o RepStresslncr YES WB o.40 Horz(TL) 0.74 7 Na Na BCLL ��� � Cotle IRC2009/iP12007 (Matrix) Wind(LL) 0.12 2-73 >999 240 Weight:1691b BCOI 10,0 LUMBEF BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Strudural wood shealhing directly applied. 80T CHORD 2 X 4 SYP Na2 BOT CHORD Rigid ceiling directly applietl or 8-3-0 oc Oracing. WEBS 2X4SPFStud WEBS 1Rowa[midpt 342,440,6-70 W EDGE MiTek recommends�hat Stabilizers and required cross bracing Left:2 X 4 SPF Stud,RighC 2 X 4 SPF Stud be installetl during Uuss erection,in accordance with Stabilizer - Installation uitle. � REACTIONS (Ib/size) 2=1364/0-3-5 (min.0-2-6),7-1357/0-3-8 (min.0-2-6) Max Horz2=-349(LC 7) Max Uplitt2=-078(LC 9J,7=-478(LC 10) Max Grav2=2021(LC 28),7=2021(LC 28) FORCES (16)-Maximum CompressioNMaximum Tension TOP CHORD 1-2=0/26,244=-3281/764,1415=-3133�795,345=2901l798,3-4=-2350/721,4-5=4850/704,5-6=-2352f721, 646=-2901l798,16-17=3133l795,)-17=-3280(/64,7-8=0/26 BOT CHORD 2-1 3=-54 41267 3,12-13=-5-04l2673,124 8-26611 648,71-18=-26E/1848,10-11=266/1848,9-10=-527/2672, 7-9=-527/2672 � . .- . ' ���i�Ii�:iili!!(: W EBS 3-13=0/316,6-9=0/315,442=122/628,540=-109/628,3-12=-991/378,4-7 0=-229228,6-10=-979/379 ��1� ��.� ���. " G., ...:V�'�p �/J NOTES (12-73) ��,-a�� •°'�,T:.:�.`�^v`�ii 1)W ind�ASCE 71)5;120mph;TCDL=6.Ops1;BCDL=6.Opsf;h=25ft;Cat.il:E�B;enciosed;MW FRS Qow-nse)gable end zone and C-C � Q- ,��,\--�t%,- �.,. ,� i Extenor(2)mne;cantilever left antl right e�osed;C-0 for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 .` 'Z .��'v i3'•, �_: �,piate grip DOL=1.60 - � g : — -2)^TCLL ASCE 7-05;Pg=30.0 psf(ground snow);Ps=vanes(min.roof snow=23.1 psf)see load cases;Category 11;Exp B;Patlially _ ` = �O V�y;����QaS •: ° _ E�.;Ct=1.1,Lu=50-0-0 -(7 � (� � 3)Roof design snow load has been reduced to account for slope. �� ��F: 'r �F •; � C 4 Unbalanced snow loads have been consideretl foi-this desi n. ' 5)This truss has been designed for greater of min mof hve load of 1 fiDpsf or 1.00 iimes flat roof loatl oF 23.1 psf on overhangs �i� `'�fdD I ANp' \_ � non-concurreni wiih other live loads. ��/� ss ��\�\\ 7)Phovitle adequa eedra nage2o prevent water�pondingtions,which inclutle cases with retluctions for multipie croncu�ent live loatls. �/��`�CJ�,1�L �,``��� 8)This tmss has been designed for a 10.0 psl bottom chortl�live load nonconcurtent with any other live loads. ��•�i�i���,1 9)'This InSss has�been designed tor a live load of 20.Opsf on the boHOm chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit behveen the botlom chortl and any.oiher members,witYi BWL=10 Dpst. ' 10)Provitle mechanical connecHon(by others)of truss to beanng plate capable of withstanding 478Ib upliN at joint 2and 478 1b up1iR at joint 7. } 11)This tmss is designetl�in accordance with Ne 2009�Intemational Resitlential Cotle sections R5o2.11.t and�R802.702 antl JUL 0% ���I referenced standaN ANSVTPI t. ^ Continued on page 2 // ' - �- / 11 � WAkA]NG�Verifytleaignp¢rume[ersaMliF.ADNOSE50NSHf5ANDINCLUDEDM/TEf(REFERENCSPAGEMII-99�JBEFOItEf15E. �E Y �esign valitl Iw ose only wi�h Miek conneciors.IDu desgn u based onty opon pammeters shown,antl u iw an indivitlaal buidirg component CO AppfcaCSRy ot devgn parameiers and proper'mcorpomibn oi componenf is resporuibliiy of builtling tle49^�-wt Ivs tle9gneri Brxing s�ovm ¢for q}erol sopport of indivitlool web members only:AdtliAOrwl temporwy bmcing to irssure stobliN dvnng corssM1OCtion s Mie resporubilfry of the � q qlek nnnia�e ectoc ndtlifiorwl permarrenf brocing of Me oremll shucture 6 Me respo.biliry of Me builtling tlesigner_Por geneml goitlance regaNirg tobnmfion,qwfM conhol,storope,tlelivery;erecfion ontl brocing,cowA PNSI/IPI1 Qvofity Criterio,�SE-B9 ond BCSII 6olltling Component 818 SoundsiEe RoaE sotery Iniormalion ovalaGle hom ivzs Plafe ImM1NIe,]81 N.Lee Sfrea6 SoAe 312 uexandna.VA Z1314. 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O � uJ^ m '' � . �� 4:�a�rc • 'o � � Z�c. u, m r<�o � e� � . ��� b� � N p O �Q � a "'P "' - .0 S [¢H' G � in � d N n �� Ww� W � U m �.�i� m ' w .. ����o ' 3 .c a � � � . � p "'� oC O ° N°�wc-i 4 � 'I� u`, � Wu+ ZJ U Q wt�iZM y r . N � � � � Q�r �n'^ U � ^vJ�m C � � rJw 1'N � W �PQO � &I� o� 20J O� O U a'�w� aaoH�doi °a� uZ a � waza - - � � c � `o�� o T L� '\p� Up C�•- O:= c N C.� p N� � a �� �1}C J N � � �1 p�j.� N C N O U'C � C O � 9 �O U �C E C � N m `o � o. aa o.�. 3�•-. a o g.o a m C -� � U N L O N N �. � „ � O N > N U 'p Q� Z , �'�Y Oa � aC �+ . NCOO> C C= C-O' L N N N � - m�. S�p U._ O �' m�); O Nw�" N C J N.O t' '=' N'E O C=' 3 U-0 �.C� �p 6 t- �6 C.9.-�� . � � O C ' � �O Q�� 9'O O �- C � O�'O O�� � . F p V NO.N OO "O0N C �� � ?�_ �.UpN 'U.p'mvi U�.w]. W �D �NE N� � GNQ � N �.�i � 0. 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We4Dec1619P20620�9 Page2 �°--�•12)Designs checked for ASCE 7-OS wind at 12A mph;wind reaciions x 0.56 will adjust wind load reaction to a speed of 90 mph(0.69 for_100 mph and 0.84 for 110 mph).All othe�coefficients remain the same as shown. 13)SPF No2 and SYP No.3 can be substimtedior SPF SNd Grade material(Roof trusses only). LOAD CASE(5)Standard 1)Snow:Wmber Increase=1.15,Plate Increase=1.15 � Uniform Loads(pl� Vert:b4=S5,4-5=-55,5-8=55,2-72=-20,12-18=-50,7-i8=-20 � WAftMNG�VCnJydesignynramelcrsundREA➢NOTESONTMSAN➢INCLUDdOMITEXAEFEBENCEPAGEffi476�3BEFVREOSE. 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O— T � `p O O �L F �O O �L N 00 �a 0 � OCp_� ct00 n-6U �O.` UN`n � Q � C= � � 3 C�a ���CO T x � a� > � E �tc oa u � � „ °'o` v� � �` � av .`� � m V `ox� c°� 000a� °'`o� 0 °3 Z m.=Eaa p °� � p-c �.6 ���°- O �� a`o c� Q�`u� ma� cEo.m` N 2 Uo�¢ o� '`-► 4 °aa�i � m ° 'o.v �'3os J a »� _o.QO � o �o�UC9:aym � � � U� 40.� C N C OO�nm� mU OQ � I 'G O Z iri C U C c C y � _ ca (� 9° NOI-p��o � � U �\� � = a ' aZ�Om � c O � �— I I 0 `o W � � a U—U .O L O � y � Q Z `y . W v � N Q r- a° Q � F Q �,C �- Y ery J � � a m C Q ��O] Job 7mss 7mss7ype� Oty Ply essmzzo ORDERS EA-93642 HIPS 1 1 Job Reterence(optionap NVRHOmes,% J21�sNOV162009MTekln�uslnes,Inc We�Dec-0619A2092DW Page1 � - .11-G S9d2 11-&] 1]k0 22-8-9 2&2< 34-0-0 -11- -n s-�iz ssn se-s se-s 5.s-n ssiz n �. � ._ . _... "'""" __•. . _. . ..__ . . .. _ _" " .SCale=1:60.8 . .., 6x12 MT18H4- 3x411 ��ZMTIBHQ 4 15 5 16 6 ].00 12 3x4� 3x4 i 3 � 14 t� Z 8 �' 9 �o Sx]= 13 18 �2 11 19 10 Sx]_ , 3x6= , 3AOMT18H= �9= 3>E_ 11-53 1]-0-0 P2-6-13 30.0.0 t1-5-3 � 5-6-13 � 5-6-13 � 11-53 PlateOflsets(X1�: �2'0-3-BO-3-0� �4:0-8-40-1-127 �6:0-8-404-12� f8:0-3-80-3-0� LOA�ING(psp SPAqNG 2-0-0 CSf DEFL in (loc) VtleFl Ud PLATES GRIP TCLL z3.� �� platesincrease 1.15 TC 0.64 VeM1(LL) -0.33 2-13 >999 3fi0 MT20 197/144 (GmuntlSnow=30.0) �umberincrease 1.15 BC 0.89 Vert(fL) -0.89 2-73 >453 240 NiT18H 197/144 TCDL �o�� AepStresslncr YES WB 0.67 Horz(TL) 0.72 8 Na Na eCCL 0.0 ' Cotle�RC2009/I"PI2007 (Matrix) Wind(LL) 0.12 2-13 >999 240� Weight: 1671b BCDL 10.0 CUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Stmciural wood sheathing tlirectly applied or 2-9-9 oc purlins. BOT CHORD 2 X 4 SYP No2 80T CHOR� Rigid ceiliiig tlirecfly appfied or 7-9-1 oc bracing. WEBS 2X4SPFStud WEBS 1ROwatmidp� 4-12,642 W EDGE �- MiTek recommends that Stabilizers and requiretl cross 6racing Lett:2 X 4 SPF Stud,Right 2 X 4 SPF Stutl be instailetl tludng tmss erection,in accordance wiN Sta6ilizer Installation uitle. REACTIONS (Ib/size) 2=1388/0-3-8 (min.D-2-4),8=138&/03-8 (min.0-2-4) Max Horz 2=280(LC S) Ma<Uplifl2=-454(LC 9),�-454(LC 70) Max Grav2=7927(LC 28).8=1927(LC 28) FORCES (Ib)-Madmum CompressioNMaximum Tension TOP CHORD b2=0/46;2-14=-2856l838,3-14=-2695l869,3-4=-225%Af768,4-15=-2140/822,545=21391ffi2,5 4 6=-2 7 391H22, 646=-2740/822,6-7=-2254l768,7-17=-2695/869,-8-17=-2856/838,8-9=0/46 BOT CHORD 2-13=625/2343,13-19=-47M1826,12-18=-47M7826.11-72=353/1826,11-19=-353/1826,7049=-353/7826, e-16=-598/2343 NOTS (13-t '13=-50/552,6d0=-50/552.5-12=-706/327.3-13=-641/326.4-12=-343/484,642=-343/484.7-10=-641/327 \``\\``\� n�S�S�Ctf/+''.` f�. �pl !,"'!.. �., � 1)W ind:ASCE 7-05;120mph;TC�L=6.Opsf;.BCDL=6.Opsf;h=25ft;Cat II;ExpB;enclosed;MW FFS Qow-rise)gable end mne and FC ` -�. • >-� '•- -,Lr_ !^ EMerio�(2)zone;cantilever left antl right exposed;GC(or members and forces&MW FRS br reactions shown;Lumber DOL=1.60 Q' •}U`�� '7'^'. ;J-' '; plategnpDOL=1.60 � ^_;:�� ':°}�' "F % .._ 2)°TCLL ASCE 7-05;Pg=30.0 psf(ground snow);P�varies(min.roof snow=23.1 psf)seeloatl cases;Category II;Exp B;Partially = � ' _ Exp.;Ct=1.1,W=50-0-0 — ; N�.EQ��i�'J��=ry ' � 3)Roof design snow load has been retlucetl to account foi slope. '— � • � : �: ` 4)Unbalanced snow toads have been considered for this desiga " � : x,I�TE OF .• 6� ` 5)This W ss has been designed for greater of min moflive load o116.0 psf or 1.00 times Flat roof loatl of 23.1 psf on overhangs �`.�T '_,/� � t�Q::�.�K'`` noo-concurrent with other live loads. �F� .'• ,�•r' , ��� `"� 6)This truss has been designed tor basic load com6inations;which include cases with retluctions for multiple cor�current live loads. O/ �/ C- �`� e)All plates areuMT20 plates onless otherv±iser ndcatetl. ///��f������tt\���`\\ 9)This truss has heen designed fo�a 70.0 psf.bottom chord live Ioac nonconcurrent with any other live loads. 10)'This Wss has been designed.for a live load of 20.Opsf on the boHOm chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit belween the bottom�chortl and any other members,with BCDL=10.Opsf. 11)Provitle mechanical connec[ion(by o�hers)of huss to bearing plate capable of withslaMing 454 Ib uplift at joint 2 and 4541b uplik at ��L 0 7 ��� joinl8. 12)This Wss is designed in accordance with the 20091ntematlonal Resitlential Code sections R502t L1 and R802.102 antl refer nced�stzndartlAN5VTP11. "� Continue�d on page T ,\ � � ' � I Q WARI�'ING-Venfy design p¢rameters and READ NOTES 0N?HIS MD INLLLDED MTEIC REFERENCE PAGE MII]47J BENRE USE.. � E � BYAAAYYY Design�alitl for vse only vnfh Miek connectors.This tlesign¢�osetl only i,pon pammeters ihown,and 6 tw an indivitloal Wildng mmponent i �� Appiwbility of de4g^Parometers antl propcv.i�oryomfion of componenl6 rezponsibiliry of boltling dezigner-not Mns desgner.8racig sM1Own + k for loferal mpport o�indivitloal web members only.�AtldiKowl temporory bracing�o irssore stabliry tlunrg m�ufrvcfiori k ihe respoewbiNly ot p�z q MITek AXlliate ereda. ACCiliono{permanent bmcing oi ihe ovc all sWCNre u the resporrsiUiliry oY ihe Witlirg tlesigner,For geneml guidance regortling tabncofion.quolMwnfrol;itoroge,tlelrvery:etecfionondMOCing.mnsJt ANSI/IPIIQpaIXyGitetlo,DSE-89antlBC511EUiItlIn9Cort�ponent Bi85ountlsitleRoad SofeN I��ormeNon avrnloble hom ivss PIPte IfuHMe:161 N.Lee SheeL Suite 312 Alexantlrb,VA 21314 Etlenbn,NC 2]932 � � � � � O � � . � s� o „ m� �; o 03 _— - � � � a�'o �, . � _ . .. o, - - � . d � .-` „ .._o. . _ _. o 00 � a „ ..�� ..� �, .. 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O a T O' ` ��O .� -0 m fn w � -O 7 N � 3 C"6-O ��d C O o a= aoo o � `o� NE . m Q m� o �'� c m� `oaauo Z �� �a`a v°' o� '� c � � :=�`_o� p °uaxia� ° °-� �n ma�i� o °o,mD a��._ a� _ o -o � o , c a�-o u� � � a a E o � a c9� a UooQo `a � °am � � ° od s�- o� �oa�._ -oN � c�V � t/1 .z � : � �-y � �- 3 U� C4 �= C'_'� C . .. �U c°�°.o�,o p � � ao Z vo � o��a_:�. � Q .- oo V - ° o`oa�:S���o � n° � c ?d0"mU' SU U ° � � � N N � m C� h � O I I � � X Q Z Z'd ` 4J 01�� F y � F- P ... T a s- . o „ d � 'a. ; ,-,�, m_ s � -� Z m� � � . � a m � a om i Job Truss Tmss Type q PiY Esssozzo t EN-93662 HIPS � J b F f (OP� I) ORDERS �Z�OsNOV162009MiTeklndusMes,lnc. We4��6 19 02 09 2009 Page2 ) s,X - � 73 Desi NvH Home _ . � __ _ _ ..� ... . . 'gns checked for ASCE 7-05 wind'at 720 mph,wind reactions x 0.56 will atljust wind load reaction to a speetl of 90 mph(0.69 for 100 mph and o. or mp othe��eKCien[s remain.the same as shown. t4pSPF No2 and SYP No.3 can be subslituted for SPF Stud Grade material(Roo�tmsses only). LOAD CASE(S)Standard � 1)Snow Lumber Increase=1.15,Plate Increase=L15 Unifo�Loads(pl� � �g_�g__p0,10-19=50,8-to--2� Vert:1-0=-55,4-6=-55,6-9=-55,2-13=-20,13-18=50, ENGINEEPING BT A WARMNG�CeriJy design pa�me[ers antl READ MITES ON TAIS AND fNCLUDE➢MfTEK ItEFERENCE PAGE MII-O°i9 9EFOR8�15E. ������ �� honoicomponantares nsibT oibWd gtl sg e nolM1VS h cgner�Brocr�gs�own pMileknMnaie I DesgnvalitlfavseonlywiR�Mlakconn ct rs ifustlesgnisbasedonlyuponparametersfiown �nduo gaor�sW flao¢ihe[esPOn bl�iryof4�e Appficab lity ot tle gn Pa amefers antl pr P?! �!° qoc n�to Mire stobi ry ¢for lotemi support o� dMtlool�+'eb members only Atltlitiornl Mmporary 9 M 818 SounEside Roaa gecfot Adtlifion I p rtnanen���ac ng o�fN e ecM1on and brac ng,ronmp 5 DAN nP11��aah��q �S8-!�nd BCSIi 6��dng Compone EtleMOn.NC 2]932 vg � � O �'' � a � __ °' . . . - — E - — - � Q o�o - m o- o� a � � a� /w � o�v m`r� �� mo m` a .n nm _�m o -o � o .o°' r Q � a3 .�pf.,. � m y �� E o„ 'o� � c � � °a .»o �a� . o m „°�� ° 5 � u � `o o £ w E-o cO1uw °� ..a'.3 � �° m . oc °._d �o E� N :° rm ° .°L s o�j io 3 H.w.. � � °' m v o ° 3 m m o a o o °g `c° °m �°- °m �'"o ° °- � = 3 ° � �. u � c°1i � O ��� �a� oo r >. � mm aC mo o� o0 0E -or �- r D d a m� o� � N U � '^ N T� N =n� O N 0 0_ fl vr C U C�- O `ry � O C S 0 0 � O N O' t] U U 'C ` � � N> p�l] �.O O in;a. �ZQ O�O .C> �� O��O, 01� J �� O. d U aC Om p �A _ ^ i. �o`oo m� rn 2a- � d.- m..- �(� c oa� �u` a uw m o D o o _ c o � — ° ° �oEm o °-' ma ° oz "� � ° ° c��° am mm `o °� m `m „ EE � 3 0 � O C °'.„° �m.00v' �Q �oo .c a��io> �v o.E °�.°�' °p�m ow a`w �� o-a .s. n� � d'o m� c A V O o�m �:a `oc P�� 2m°' or ouD 30` E� £a °�-a on =o -L°' � = °' � � E °�' °'�� mm °' YI O a n`� n�m° o�'O raa n ujO �.c oa�. °'0 2�°0 �' �� "�� °-'0 3 Ec u° m�5 D�' � � _ — d `O � c � �`o om a°�` 2._ �_ oD N `- dE �o � o 'S� „ 2'm _c `oo.`m `ov c'� W � � oz Eon`-9° ao m�`um � 04.°' m.m �'aDi >o aCo °�E t� �m a� m � � dLa �o E� , � O .� o a�amo �y "a°-' `m m` � d EE � u '^m � o� «m � �a m c° a� n . m om ._ � � °o $�2���' mE mcd m a.co 00 om $am a�o �.o �a DD Op o °o -O a`� ��o, nm°' �d � � O Da ry-oo.o '�� :�o'o E uoo `o�m '"c° m3 �.on ao `mmm rm �= � 'uo p rn�m` o�'� a� � ¢-0 23Ea z° avo V °oo °ir �t .c� a °,E °-'� 8om a�o -°d � o:.o .oi°;m m�o-.� mC �.�rj °.- ❑� � � � n U °' °o a E �c a o a `o 0 o a � � > a 'S'o o -o, c � c c LL O m v vi �o n � a ° ry � P O U DO = � N ¢ m p= pQ - " •- �. 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N u+ �C � � E C�� ' aUa � � N'6O a.� � O�].c4 �.U-..�OOON � � � �6 0 C� N �=.o � ' � �- 1] N � O O Z a�ti �0 U O p) 'V O m-an U� p ° o ° a� �o � �ao o � � �� � atmo oomr a3o �.o �� � � �j °'a xa� a�i T,°_' � .a '" „ E„m Q ���o mtc3 c�� on.�o Z N� E Q� �"-' Ol J C � J ::L..� N V O X j U O O N �'- O O.-O U O N y UooQO °e `o.a� � �o o � a�o�� � � � °� a'o _°ua'u� �a� a�iaE $m3 �- u �'3 0� �o�-�.S a y o � o �.o �� �o � O o . - . , ao Z c.00� c`.� c' oo��om�i r� Q _ • c U c � 1.i "�� . C � V � � N�U �CC� d O ^ OO W K 'D,.Z� � �� OO � 7 _ UN .N � c� C 2�m(�.CU ` W /� a S- I Q,1� yJ X Q Z ' `y .. � � �.O ~ �y� W C �� ' C'' d.ti a V �° Q j- �� I L Q W `6 Z o]N m C Q �m . . . ' ; I ,; . . . . . � Job Tmss TmssType - Qry PN ESSSOZ21 HIPS � � OPDERS EA-93663 JOb Ref2(2nc2 O �iDOa ]210 5 NovJ6 20W MRek IrMUS�nes,Inc W ed�ec 1 fi 1992:10 2009 Page 1 NVF Homes,X ___ _'""� " _ 14_2_5 . " - 19-9-11 � 2S61a - 2&)-J I 34-0-0 34-1TR - 11 p-0-q &&2 S.y3 649 6-0-9 l�N-d �-11 0.4-9 4U9 5-9-3 6)-] Scale=1 61.1 6x12 MT18HQ 6xi2 6 3x4= 3x4 II 4 10 5 6 19 � Z00 12 3a5� 3x6 i g 3 z 9 10�o �� - 14 13 12 11 4x6= bx6-: 1� 16 75 �4xB`II� 3x4 II 3x4 4 3x5- 3x10MTi8H= 3x4= 3x4II 4� �� 4xB= 1&9-11 255�2 �¢0 14-2-5 ��� Sq.� 8-&14 14-2-5 PlaleOffsets X : 2:0-1-2Etl e 20-0-00-P13 4i0-7420-1-8 79-7-t204-8 9:Etl e0-0-13 9:04-2Ed e LOADING(ps� SPACING 2-0-0 CSI DEPL in QoC) UdeFl LJd PLATES GRIP TCLL 23.7" p�ateslncrease 1.15 TC 0.56 Vert(LL) -0211345 >999 360 MT20 197/144 (GmundSnow=300) Lumberincrease 1J5 BC 0.66 Ved(TL) -0.4013-15 >999 240 MT18H 197/144 TCOL ���� RepStresslncr YES WB 0.52 Horz(TL) 014 9 Na Na BCLL 0.0 ` Code IRC2009/TPI2D07 (Matrixj Wind(LL) 0.161345 >999 Z40 Weight:1721b BCDL 10.0 LUMBER BRACING TOP C40RD 2 X 4 SYP No2� TOP CHORD Stmctural wood sheathing directly applied or 2-10-13 oc pudins. BOT CHORD 2 X 4 SYP Na2 BOT CHORD Ri9id ceiling�directly applied or 6-e-10 oc bracing. W EBS 2 X 4 SPF Stud �MiTek recommends that Stabilizers and required cross bracing W EDGE be insialled tlurin9 tniss erection,in acmrtlance with Stabilizer� Cett:2 X 4 SPF Stud,Ri9ht�2 X 4 SPF Stud InstallaC n a 'de AEACTIONS (�b/size) 2=1317/03-8 (min.0-2-0),9=1377/03-8 (min.0-2-0) Max Horz 2=211(LC 7) Max Uplitt2=-025(LC 9),9=A25(lC 10) MaX Grav2=1697(LC 28),9=1697(LC 28) FORCES (Ib)-Ma�cimum CompressioNMaximum Tension TOP CHORD 1-2=N46,2-3=-2806/854,3-0=2666/839,4-18=-3187/987,548=-3186/987,5-6=3185/987,6-19—3185/986, . 7-t9=-3186/986,7-8=-2666/839.8-9=-2806/854.9-10=D/46 BOT CHORD 2-17=-735/2336,16-17=-735l2336,15-16=-683I2304,74-15=884/3187,t3-14=-884�3187.1243=-48M2304, 11-12=-606/2336,9-11=-606/2336 ll�l�llif W EBS 416=-04I36Q7-02=-44/360,3-07=0/162,5-15=-661/366,6-t3=660/372,8-11=O/t62,3-76=A72/191,4d5=-453l1173, `\\\`\`\\\\P STI���I,j f�/�� 543=-96/95,7-13=-452/7170,842=47?J191 e NOTES (1344) ��` "�` , ''°i��:�i l;':.C"i- �% .4� l �)W intl:ASCE 7-05;720mph;TCDL=6.Opsf;.BCOL=6Apst;.h=25ft;Cat.II;�E�B:enclosed;MW FRS(low-rise)gable erW zone and FO � -�,, _�,:��i 6cterior(2)zone;cantilever lefl and right exposetl;GC br members and.forces&MWFRS for reactions shown;.Wmber DOL=1.60 = � ,:C� R; — plate gnp DOL=1.60 _ p)°TCLL:ASCE 7-05;Pg=30.0 psf{ground snow);Ps=varies(min.roof snow=23.1 psf)see load cases;Category II;Ezp B;Partialry - 1 : i,,., �;-`�r�s;.�,^,:`)n5 j � = EAp.:CI=Y.7.Lu=50-0-0 � J p : S i FiTF OF v � ` 3)Roof tlesign snow load has been reducetl to accountlor slope. •, - � 4)Unbalancetl snow loads have been considered fon[his design. '•'� �"dCt 5)Thls iruss has been designed for greater ofmin mof.live loatl cf 76.0 psf or 1.00 times flat roof loatl oi 23.1 psf on overhangs %i���,,J•'��!,�• PC�.�� nonr4ncurrent with otheP live loads. B)Thls truss has been designed for basic load combinations,which inciude cases with reductions for multiple concurtent live loads. ///�/(��r���,� I���\\`e`\ 7)Pmvide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise intlicated. 9)This truss has been designetl for a 10.0 psf bottom chortl live loatl nonconcurrent with any other live foads. 10)`This tmss has been tlesigned for a Irve loatl ot 20.Opsf on ihe bottom chord in all areas where a rectangie 3-6-0 lall by 2-0-0 wide will fit 6eN+een the bottom chord and any other members. �UL O � ��! 11)Provide mechanical connedion @y o[hers)of truss to tieanng plaie capa6le of wiihstanding 4251b upliff at joint 2 and 4251b uplitt at joint 9. Continued on page 2 � i ' %� n y A�WAAARNG-Verify de+�9^P° t ri nnd RFAD NOTES ON TMS AN➢LYCLRDED diISEA REFEFENCE PAGE MIF94]3 BEPoAS�15E. �� . / � �=v�� � �ry� Dev9n valltl for use only w�th MRek c nnectas.ID's tlev80.�,based only upon pommeters sM1OVm antl u fa an nKnidoal b ld ng co ponant. S� Applicodliiy,oid vgnparometersondpropa'ircoip mfionofco ponenluresporssblNofboldngtlesgner nolfivstlea9ner�Brocingsnown o(orlofemisvppw�o(urdNtloolwebm(bersonrya'A�����e�°p�vbTryot�m bvdtl'ng�tleigner�o�gpem�l9�dan<esregrntlloaofMe nMlekArcine�e erecta. Atltlifio al pennaneni b�aC rg _T^ M ti��na.co ul� ANSIRI(i QuaMy UHpp?�DSB!9 and BCSIiBUdding ComponeM 818 Sountls tle RoeO � tU � � � O � � _ � - . _ �. y � . �t , 6� Q m o` °�'..`o d o - � m �° � c-o d `o 0 3 ` 'o .� `m m 'u v = �i /� d �m `msi� �� a'o m` aDi E oo' „ u �� � 'o a° o a '� d� . a � s rt� v� c'-.E c°"' .o� o c `u � u ° a�$ m � D . � `o o m u o 3-OO 3 � j � �'d m`o � 3a�Oi t ° o °mm a�- yo �o 0o DE v�.° °. �°�' � m � �.� �°? o � 8 ��� a�� „ � t �' c.- aC o `om °m c- o.-. c o ` .� o . (� � '^�m a° m � 04 � `oa� -pz `on` .� � ° c `o�� °o � wp °a a °u Qu 'co- o` •A . ` � .pN_ OI 3\ O U �N Up � . TC 001 U •iI � C � o. �:ooD Da ma m 2ay :NQ mo �'o a� o om �� .n oc � g `o 00 `c o j — -° ; co � w oo m� ° opz m` 2 ° d2 `oo`�`u c°o� am `o � ai a� �� �E c 3 }� � p mo rn�_ `m -°� ao ?' ��T n� �o� a � uoa� o� m �c o-o = � m n,ot °'d .� L V C u„ �°1�op o�� � Zm o� °°ca � o EE Am °� °' oo. £n rm m=°' °' m . �� E�n� a� � �1� w °.pj aDi-OOO �mo „o.o .= o�cD 3u tib. n �n-° - o od oa o E.e a � � � `ud W O � �o „ m�� aDio L.�� s o�� �� `oo�. p�� 2�_°o a�i�E no �o. �� t 2:or 't `oo� `om o�`= e^y o '' ox EoB-° .o.N `o.o� � caaim �`c m� =o oZo °��� �� �m dc � � m mt� �° ET �•/ LL' O .� � mO.�L U'� 'ON� � dN.O �C NK ��N O�� HN .p� EU D�U O � O O O.O� ��C NO v � W °o o�'" 'Q� xo u �- E `o o tw n� � o y° °'a�i � a so o �o -O �m`c�m amv �C�3 oc 2 rn v `m' a � o� x '-�- n� �a-o �O- uw �- � m °' � -��u OI o a._�_� E m� m m d�o > °o m� `m'� m �� n� ow u j � va �aao a'� o o�° E °�o m°c' d= m�3 EaE °'� .°�u �u od c o9 � o°m d °� a�C � _ a� � o'oo .�t 2„ .� m o o �`av .E.om a.o m �o oa o � �.o. .-�o . � a'o � 3En z„ aoo U a._ o� > > � U�'u . ac ��ca on. m a c 'mc � dz 6 `o U 'o o = � m.n � a:� p¢ IL O � C� P h I� fO P � � � ('�. < N r] LO P O _ � ry 4210H�d01 a r � sv� �n Z C W N� p N � 0 yh 0 � �� ` � U Y� N C U Q S = n /7� � p M 9-fM � U�, Z � n W �r �LL � K �� � _ � 3 � �Z W Q � � � . wO � N � n e N } m Q Y m N c3 � �'-i u0 Wi � o m � F H � °o O �� LL j m o�. � � . . � � �__^ � � �` �n w U �t9 w Q v o o � �R, p>�` d �L �O O 3 O �� � � �� � O �, o��`�. � � LZM � n y Q 6 wP w � 4 � C ^ U O QN y Q N , r� �' C�� ai � a m w� wvi� w .. =�'°�0 3W N � � o m z� 3w � t �o�a oEnq� � ;1 u (j o G O O K°�� y p� `O � '� �z 2� U o. w�i u'c�+� w � V C� Q\ 1� N .4'Z Y �9 a0 � wz V �' ��nrim �,N ° ^ ai� ��u�'i zm � w r�m�o � Q210HJd01 � �a� Uz � U wo�zm � � m T L � . . �L V � p N CI` " 6 �O�O C�J . 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I I o O y � � � y .. >• Q � �z � x � z ra � a a � Q �i- � a ;C �� n. Q u� a�"' u��n -' m cQ �m �, j . ; . . . . i ' I E5550221 p� Ply Truss Type � Tmss JobRefere�+ce o tional We�Decl619:02'112009 Pa9e2 Job HIPS Eq�93643 . )210 5 Nm 1620D9 MRek Indusln�s. �� ORDEPS _. _ . _ . . . .,.. . � ._... .. __. _ .. . ......._ . . NV R Homes,% NOTES (�3-�41 ked for ASCE 7-�15 wind at 120 mph,wind reactions x 0.56 will adjust wind load reaction to a speed oi 90 mph(0 69 for 100 mph and 0:84 tor 110 mph).All 7p)This lmss is desig�ed in acwrdance wllh the 2009 Intemalional Residential Code sections R502.11 1 and R802.102 and referenced stantlard ANSI/(PI 1. - t3)Desig�s chec other coefl�cienis remain ihe same as shown. 14)SPF No2 and SYP No.3 can be substiWted for SPF Stud Grade material(Roof trusses on . �ppD CASE(S) Standard ��Uniorm Loadsl(pl�ase=1.15,Plate Increase=l?5 Vert'.1-�-55.4-7'S5.7'�0°'S5,2-9=-20 � �EHGINEEPIN��� T&R REFEAEN('B PAGE MII�4]3 BEFOFE U56. 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Job Tmss Truss Type Qty PIy [555W22 ORDERS FA-93fi64 MONO 1 1 Job Reterence o tional NVR Homes,X ]210 s Nw i6 2C09 Nu'Tek Industnes,Inc. wetl Dec 1619U211 2009 Page t �0.11-0 3->-6 � 0.flA � &]-fi � ._ .._ '_ ' _ - _. .� _ . � _3x411 .._ -- Scale=1P2.8 3 5 10.00 tz � 2 1 3x6 II 4 3x4 II 3)-6 3�-6 LOADING(psf)� SPACMG &0-0 C51 DEFL in (loc) Udefl Ud PLATES GRIP TCLL Z�.S Plates Increase 1.15 TC o_16 Vert(LL) -0.01 2-4 >999 360 MT20 197/144 (Ground Snow=30 0) Lumber Increase 1.15 BC 0.12 Vert(TL) -0.02 2-4 >999 240 TCDL 10.0 Rep Siress Incr YES WB 0.00 Horz(TL) 0.00 Na Na BCLL 0.0 ' Code IRC2009liP12007 (Matrix) Wind(LL) 0.00 2 '°' 240 Weight 18Ib BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SYP No2 � TOP CHOflD Siructural wootl shealhing diredly applied or 3-7-6 oc pudins, except BOT CHORD 2 X 4 SYP No2 end verticals. W EBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applietl or 10-0-0 oc bracing. W EDGE M7ek recommends that Stabilizers and required cross bracing LeR:2 X4 SPF S[ud y�installed during truss erectioq in accordance with Stabilizer � Installation uide. REACTIONS (Ih(size) 2=186/0-3-8 (min.0-1-8),4=111/0-3-8 (min.0-1$) Max Horz 2=211(LC 9) rnaz upiinz—so��c s�,a=-iza��c s� Max Grav2=218(LC 14),4=133(LC 14) FORCES (Ib)-Maximum CompressioNMaximum Tension TOP�CHORD 1-2=0/26,2-5=-139/11,35=-118/53;3-4=-100/159 BOTCHORD 2-4=0/0 NOTES (1-0-72) i)Wind:ASCE7-05;120mph;TCDL=6.opsf;BCDL=6.Opsf;h=25tt;Cat.Il;ExpB;enclosed;�MWFRSQow-nse)gableendzoneandC-0 ��tjl;�.,���,� plate anp2DOLe1 60�ileve�lett and nght exposed;GC for memhers and torces 8 MW FRS for reactions shown;Wmber DOL=1.60 �,,��\1• �.,,�i 2)�TCLL ASCE 7-05;Pg=30.0 psf(ground snow);Ps=21_5 psf,(roof snow);Calegory II;Exp B;�Partially E�.;Ct=1.1 \�\\���.�2��'" `�`��'�'�?�.'fjf` 3)Rooi design snow loatl has been retlucetl to account br slope. .� � �^.'�'; `�.�;> 4)Unbalanced snow loads have been consitleretl for this tlesign. j q ;?4�:°"�^� .��_-� 5)This truss has Deen designed for greater of min roof live load of 16.0 psf or 1.00 Hmes fiat roof load of 23.1 psf on overhangs _ � :� � non-concurrent with other live loads. , _ 6)This Wss has been designed for basic load combinations,which iriclude cases with retluctions for mulliple concurrent live loads. _ � � �� ;.��',";!lil?�7 7 � = 7)This tmss has been designetl for a 10.0 psf botlom chord live load nonconcuirent with any other live loads. — 'O • Y,, �� G�. ; w ; 8)"This truss has been.designed tor a live loatl of 20.Opsi on the botlom choid in all areas where a rectangle 3-6-0 tall by 2-0-0 witle � �x�� � Y`T� ; ;u � will fit 6ehveen the bottom chord antl any other mem6ers. ��,t. ��•.,/p hQ;�' �t',- � 9)Provitle mechanical connection(by others)of tmss to bearing piate capable of withstantling SO lb uplift at loint 2 and 1231b uplik at ��i <`n '' ���R:° �� �� �olnt4. �/��'v';:, , ��' ��4 �o)eferencetl s anda d ANSUTP�dance with the 20091ntemationalResitlential Code sections R502.11.1 and R802.102 and �i;��,1r`�.'"�'�I"„`\\���` 11)Designs checked for ASCE 7-05 wind at 1?0 mph,wintl reaclions x 0.56 will adjust wintl loatl.reaction to a speed of 90 mph(0.69 for 100 mph and 0.84 fo�110 mph).All other coeRicienis remain the same as shown. � 12)SPP No2 and SYP�NO3 can be substituted tor SPF Stud Grade material(ROOf trusses only). LOADCASE(S)Standard JU� Q � Q�� � i . A 8'qANlNG Vertfy d g paremet� d RE90 NOTES ON ffHfS AND fM:LO➢E➢Ir➢T&AREFERENCE PAGE dfQ�94]3 BEFOItE VSE. - /� �qIN�BpppT Dez gn val d fw uza o ly wflM1 M1ek tonn ctors iTis desgn e baietl oNy upon pwameters shown,antl is for o ntli dual b itling mponeni. � �/ ��� Appl cabl ty of tlesgn pammeiers ontl pmper incorpom�on ot romponenf s rezporubllfy af builtl ng desgrie not huss tle9gner Bmcing sM1Own i n for hteral support of rtMmtluol web memDers only.Addifionol tempwary broan8�o Inzore riobibry donng ronshucnon 6 ttie resporisibilliH o�the � n Miiex nnii'�a�e eretlor.Adtlitiorwl permonenf Nacine ol ihe overoll iAVCMe h Me responsibiliry of tbe boilding tlesi8�er Fw general gvWance regrntling �abnmfion,quoftymnfrol.5to�age.tlefvery;erecfionondbrvcingtonsoH AN51/iPppualilyCriledv,USB-89ontlBC511BUiMingCOmponeM 91BSOUntlSitleRpatl Salely INOrtnoMOn av loble hom Ttoss Pla�e IrsstiN�e.JBl N.Lee Sheef.Suite 312 Alexantl�iv,VA 22314 Etlenton,NC 21932 H � � � � O � � � �L � j E O C O C�-p y O 0 3 � U.. 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Z c p vo aa � o�_`_o °'o= � _ O O � a v .o o �. � - p D 06 N'j � i`.� O � U "� � oo w � - _ � Z-���m� cV � � ^ I I. � w r� � `a U' H ._ � �- a "°L�Z '- x � m �� °'= Q I ' . * V J �' � Q D'N O]N d- . d J m C Q �RI ; , ry P�Y Esssoa2s —Truss � Tmss Type � Job � JoE�Fieference o fional IOftOERS EP-936d5 ��� - ).2105Nm162009MiTeklnaus�nes,1�. H'etl�ec1619:02-.1220�9Page1 NVR Homes. ' 3�1-6 - " '� 3-]'6 Scale=1228 3xa II z 4 10.00 12 1 � 3 3xfi II 3x4 II 3 1-6 1]-6 PLATES GRIP DEFL in (��) �defl Ud MT20 197/144 LOA�ING(pst) SPACWG 2-0�0 TC 0.�0 VeR(LL) -001 1-3 >999 360 TCLL Z�5 Plates Increase 1.15 B� Q�� Vert(�L) -0.02 1-3 >999 Z40 (Ground Snow=30.0) W mber increase 1 JS Horz(TL) 0.00 Na Na �yyg 0.00 240 Wei9ht 171b TCDL �o� Rep SVess Incr YES Matrix) W�nd(LL) 0.00 � BCLL a� � CotleIRC200BlTP�2007 ( . BCOL 10.0 BHACING lied or 3-7-6 oc purlins, except LUMBEH TOP CHOFD StmcWral wood sheathing dlrectlyapp end veAicals. 'TOP CHORD 2 X 4 SYP No? iied or 10-0-0 oc braang. 80T CHOFD Z X 4 SYP Na2 BOT CHOFD Figid ceiling direcfly app� W EBS 2 X 4 SPF Stud MiTek recommends.Nai Stabilizers and�required cross bracing be instailed during tmss erection,in accordance with Stabilizer WEDGE jretallation uide. Lett:2 X 4 SPF Stud REACTIONS (IWsize) 1'=720/0-3-8 (min.0-1-8),3=120/0-3-e (min.0-1-B) ' � MaxHoa1=1771��9J � Max Upiift3=-137(L6 9) Maz Grav 1=138(LC�73),3=139(LC 13) FORCES (Ih)-Maximum Comp�essiodMaximum Tension TOP CHORD 1-0=-1 4715 8,2-4=-125/59,23='106/175 `!,.,'I',•:':1... � BOTCHOFD 1-3=0/0 `��:i :`�! \ bi'�z� �.,, ' / NOTES (�o->>1 TCDL=6.Opsi;BCD�6.Opsf;h=25tt;CaL II;Fxp Bl'enclosed;MW FRS(low-nse)ga61e end zone and C-C � � i,,, �' .t� `✓: �� 7)Wind:ASCE7-05120mPh: a''.E: .^•�cilE�i^,'•. �^(! �� E#erior(2)zone:�ntilever IeR and ii9ht e�osed;C-C for members and forces&MW FFS tor reactions shown;W mher DOL=1.60 •Y •+�`,` C} 3/ ' plaie 9riP DO�=-1 60 Ps=21.5 Psi(mof snow)',Cate9o�Y il:Exp B:Partiaily Er.p.:IX=1.1 ^ � , ' 30 o psf(gwuntl snow); � �- 4 p)TCLL:ASCE 7-05;P9= _ � Zp� e — 3)Roof desi9n snow load has been reduced to account for slope. . ' P D " ,.OS ' �; " 4)Unbalancetl snow loads have been considered for ihis desigrt _ t ^ -r-; ' S)This truss has been designed br basic load combinations;which include cases with reductions for muliiple concurrent live loads pt!3 < � .= e)This tiuss has been designed foca 70.0 psf 6ottom cfiord liue load nonconcurrent with any other live iozds. _`/-;f. '<, v�' ` ` /� „ ' r:- ' � ,�� 7)`This tmss has been desi9ned.for a I'Ne load o120.Opsf on the bottom chord in all areas where a rectangle 3-fi11 lall by 2-0-0 wide ,, r > ,; C� ` � will fit beN+een the bottom chord an oihers)`of trussrtto bearing plate capable of withstanding 737 Ib uplift at joint 3. � ` ` ````'^� v `�` g)provide mechanical conneclion(by .gj This tmss is designed in accordance with lhe 20091ntemational Residential Code sections R502.71.1 and F802.102 and reference ,;�,�/,/+' '!��Il�����\\\ standard ANSIIrP11. 10)D�eOlmph and 0.84f�toA1S10 mph).P.II other�coeHPents rema nYhessame as slhowinst Wind load reaclion to a speed of 90 mph(0 69 for it)SPF No2 and SYP No.3�n be substituted to�SPF Stud Grade malerial(ROOf trusses only). . 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" ".O O h�p �U, . � �U c O ^ � � Q D� °�-ma a�c � d �_ � I Upy N �- m -OZ ONj �� O F C d�°�(`J CU a �- 1 � O N -+ Vr O � F x a Z „ .. i . a� ¢ � � 2�a .d �" a Q �- m._ a J m V Z (D vJ C Q �m i , � ' � � Job Truss Truss Type H Pry F555o22a HIPM � OR�EflS EA 3646 � J b R � ( 0� 9 210 N 16 2009 M1 k l tl NVP Momes,% � - -Pit-S - 3"�"e . _ . .. 0.11A � 3-0�6 � $cale=1:11.6 6x6=3 � q 3x411 IDW 12 � ' 2 6 3r4 II Y6 11 `' 3x4 11 3-�-6 3-l-6 Plate OHSets(X Y): 3:0-4-4 0-2-0 LOA�ING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/defl L/tl PLAYES GAIP TCLL 2�.5`� Plates Increase 1.15 TC 0.18 Vert(LL) -0.0� �6 >999 360 MT20 197/144 (GroundSnow=30.0) Wmberincrease 1.15 BC 0.09 Vert(TL) -001 2-6 >999 Z4o TCDL ���� Rep,5lressJncr YES `N6 0.03 Hoa(TL) 0.00 5 Na Na BCLL 0.0 ' Wind LL 0.01 2-6 >999 240 Weight 191b Code IRC2009(fP120�7 (Matrix) ( ) BGDL 10.0 LUMBER BRACING TOP CH�RD StmcWral wood sheathing directly applied or 39-fi oc pudins, except TOP CHORD 2 X 4 SYP No? end verticals. BOT CHORD 2 X 4 SYP Na2 gOT CHORD Figid ceiling tlirec[ty applied or 10-0-0 oc bracinq. WEBS 2X.4SPFStud MiTek recommends that Stabilizers and required cross bracing W EDGE be installed tluring truss erection,in accordance with S�abilizer Lett:�2X4SPFSlud Installation uide. REACTIONS (IWsize) 2=�8�03-8 (min.04-8),5=113/03-8 (min.0-1-8) Max Horz 2=168(lC 9) Max Uplift2=-84(�C 9),5=-72(LC 9) Max Grav2=372(LC 20),5=759(LCl9) FORCES (16)-Maximum CompressioNMaximum Tension TOP CHORD 1-2=0150,23=-171/31,45=-92148�3-7=34/25,4-7=33/25 gpT CHORD 2-6=33/39,5-6=26/34 WEBS 3-fi=73/109 ��t�'.'J.C!liif+.. NOTES (1513) \\� Ay.�~`'�'":: 1)W ind:ASCE 7-05;1ZOmph;TCDL=60psf;BCDL=6.Ops1;h=25R:CatJl;Exp B;enclosed;MW FRS(loW-�ise)gable end zene and GO\\��,±,':�'�=-!'�f.,_�r; EMerior(2)?one;cantitever lett and right ezposed;C-C(or members arid forces 8 MW FRS for reactions shovm;Lumber�OL=1.60 ._ .y�� , .�.`,., �N� '�. � - :'���i.,-,�..;, �^ ". plate 9rip DOL=1.60 ' � '4' • G" �.,'-, �f_ `, p)"TCLILASCE 7-05;P9=30.0 psf(ground snow);Ps=vanes(min.roof snow=21.5 ps�see load cases;Category II;Ezp B;Partiaby ,r ',.�Q,. o I Exp.:Ct=1.1.W=50-0-0 � �p� '1,,n�i�.):}'j `. � ' 3j Roof design snow loatl has been reduced to account tor slope. — :, t�U gC:�� n � _ 4)Unbaianced snow loads have been consitleied for this design. - 5)This truss has been designetl�for greater of min root live load of 20.�psf or 1.00 times flat roof loatl of 23.1 psf on overhangs �� t 5;i��_'�� ::�ty` non-concurrent with othe9live loads � i�'- '••�n�-• �a' � "` 6)This truss has been desi ned for basic load combinations,whichinclude cases wi[h reductions br multiple croncurrent live loads. �i/`" /„ L��,:���\``` 7)Provide adequate tl2inage ro preveni water ponding. : 8)This imss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��/ `�rj�Iv`RS1"„ \ _ ', g)'This[mss has been designed for a live load of�20.Ops1 on the bottom chord in all areas where a rectang�e 3-6-0 tail by 2-0-0 wide ��(/� \\�� � will Sit betv+een the bottom chortl and any other members. .�:.!'f � 10)Provitle mechanic2l connection(by oNers)ot tmss ro bearing plate capable of wiNstanding 8416 upliN at joint 2 and 7216 upritt at joint 5. 7�)This tmss is designed in accordance with the 2009 Intemztional Residential Code sections R5�2.11.1 and�R802.102 and � ��� O �O�.� referenced stantlard ANSI(iPl 1. �2)Designs checketl for ASCE 7A5 wind�at 120 mph,�vrind reactions x 0.56 wili adjust wind load.reaction.to a speetl of 90 mph(0.69 for 100 mph and 0.84 Sor 110 mph).All other coeHicients remain�he sameas shown. /^ i � �SPF No2 antl�YP No3 can be subsiituted for SPF Stud G�ade material(ROOf t�usses onlyj. � \ nnoed on pa9e �. � �j' /': � WP.RMNG�Verify drs(gn pnmmeterz a�d RE/D hDT£5 ON TN15 eWOINCLUDED dil?EH AEFEAENCE PAGE(dL-9<93 BEFORE 115E, ii�. � FIN��� Design valltl iw ose only with M1ek conneciors.Thls tl s g - liasetl only vpon parameters M10 and is(w an intl v tlwl bo Id ng c mponent � Applicoblryoftlesl9�Pommetersandproperi�orpooM1On fcomponeni6rezpowblMofb Idngtlevgr.er �wiM1�ssdegne &obll95oithe I� nMiTeknhii'�are iwlaterals ppotlofmQ�itloalwebmembersbnry AddX mlfampo�arybmcngtonsves�atilfytlunngconsmrcfionisiher po ' Y I eredw Adtlifiond permorieni b oc rg f ihe over A shucNre h th¢rezpor vbN1y oi ttw b�+ld 9 tlesigrzr Fa 9ered g�'d�e reg td 0 I �gt0 SouMS Ee Road ��MCnfinn.auolN�onfrol.9omgedelrverY.�ecfio �Wbmci�g;mrvSVH ANSI/iPild^ol�typMHa�OSB-89antlBCSIIBUdtllnflCOmponeM EtlenWnNC2)932 _ � � .,.- � O � ° y � � � �,t . 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LOAD CASE(5)Stantlard 7j Snow:Lumber Increase=1.15,Plate Increase=7.15 Uniformloads(plq � Vert:Z-S=20,1-3=-52,3-4=-55 p�ENGMEEPING BY I' w�M�, r fy d �g�paR � d AEAD NOTLS ON THIS AND INCL(IDED ffiTEX RETEAENCE PAGE FSL-l<]3 BEFOAE 115E. �-o����� b Des gn vofd iw ose only vnih MTek conP ct�.ilfs dmes gn o bmed only opon poramefers zbown ond�fo o intlrvitlool Eotd ng component, q Miiak nniiia�e I Appl mbdry of tles gn p^amefers a d ro nm ah f compor�ent u responsibl ty of bu IQnB tles 9.e of Wss tlesgner Bm nq shown � sf�ort� qtldlfioalpe onenitimbngofmoelmllsfioduealhePepnbbiliyotihebultlsn9balN9ner9og5�COlgueloncerPe9ordngoffM1e g�g5ountlsitleROad a�.nn tlel ven erecfion ontl btacing.[o If ANSI/IPII�oaflly GNmu.USB 89 and BCSII lWlding Component Edenbn,NC 2�932 � N � � O � E _Z. �, . :. . _ ;. � _ ._ _ . . �s O m �E`a � a ° m` m°� m.� c �'o � `o 03 Aa� c � � a+c � -p n n °' r o � � p °-' L n �' a� ��m d °''m ms.E �a � a° t. � v ,E ��01 �u �c o � o-° ° S � u� o` o s � E� c �- � '^ - v L r._ m . `oc o.-o �c° o E� ai :° ` m o o m cU ; m UD 'a�m w o 2 5 c �� o ° £ £ ° ° 3 VJ vi m m m �.° �o �o 00 0_ o am °g _o � ."' o o�� ._ .3 0 � u m u � O � NQ `o�-°� so £� m° m�._ a� .c� `om ° � od �O� a `o� � = m o� �� -Oo � V 7 m �� m m� oa c `o;°a oz o� �m a� ` °u ' °o �� OjO� $ a °u °u 2 ° o` N a •C 2i, -oo�o �-'' �° m .2aC .„Q m ° �? o�jc om �L . a� oa� � p `o o`o ° cm o f� `p0 N-.CU DN ' O. � <Z L RO . 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Q� ^s o o U �°° m--°�_o-o a U a �° �°`o a��5�5� o �` o �� I I U N N � m �'Z��m�CU � � �/ J /� � �_ 0!� W ^ a Z � •- Q I p� F- � -� �p Q w � N:a o. .. a � N d � F � . � �� R Q W 'p N ttl�h J m � Q Om Job � Tmss TrussType ��Y P�Y E558t16T OPDEPS 8+-936hT HIPM t 1 Job Reference o tional NVR Homes,X �2205 Oec292009 MTek I�usines;Irm. iue Jan 1910:4821 2010 Page 1 -o-iia i-0-�a a�-s _ . . . o-n-0 . . _ i-o-ia_ . , . zs-e . _ _ , 4x6= 4 3x4 I I Swla=/:112 3 10.00 12 2 1 5 <x6= 4x4= 3-0-6 3-]8 PlaleOffsets(Rh' f3'0-440-2-01 LOADING(ps� SPACING 2-0,� C51 DEFL in Qoc) Ildefl L/d PLATES GRIP TCLL 2�.5�� Plates Increase 1.75 TC 0.17 Vert(LL) -0.00 2-5 >999 360 MT20 197p44 (GroundSnow=30.0) Wmberincrease Y.15 BC 0.05 Vert(Tl) -0.00 23 .>999 240 TCDL 10.0 Rep Stress lncr NO W B 0.02 Horz(TL) 0.00 5 Na Na BCLL 0.0 ' CodeIRC2009/TP12007 (Mafix) Wind(LL) 0.00 2 � � 240 Weight:201b BCDL 10.0 LUMBER BflAQNG TOP CHORD 2 X 4 SYP No2 TOP CHORD SlrucWrai wood sheathing tlirectly applied or 3-7-fi oc purlins, except BOT CHORD 2 X s SYP No2 entl veNcals. W EBS 2 X A SPF SNd BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and requiretl cross bracin9 . be inslalled during truss erection,in accordance with Stabilizer Installation uide. pEACTIONS Qb/size) 5=11W03-e (mia 04-8),2=186/0-3-8 (mirt 04-e) Max Hoa 2=77tLC e) Max Uplift5=-26(LC 7),2=67(LC 8) Marz Grav5=221(LC 18),2=310(LC 19) FOFCES (Ib)-MaximumCompressioNMaximumTension TOP CHORD 7-2=0/58,23=460/32,3-4=-1/t,4-5=�748/39 807 CHORD 2-5=-30l82 WEBS 3-5=-91/33 NOTES (12-13) Z,e�osLLSASCE 7-0bO gP30.0 pst(grlound snow);Ps=van sz(mia r�oot snow 2 15 ps�ee I atic asesWCategory III Ery IBryPartiallyh`\�O�\r'�.`'��~��%'��.,/:f. e�w.:a=r.i,w=so-o-o � � � ;T��r• �L��•`i 3);ROOf tlesign snbw load has been retlucetl to accounl for slope. � Q" .���:.�� �,_: �- ' 4)Unbalanced snow loatls have 6een consideretl for this design. � ��* �� '� r- � 5)This truss has been designetl toc greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs = �' , _ non-concurtent with o[her live loatls. = r,^����'17`�� � 6)This truss has been designetl for basic load combinations,which include cases with reducBOns for multiple conwrrent live loads ; -p : h�`� " .�r ' � = $i{\.�Q� 7)Provide adequate drainage to pievent water pontling. � � �^ ' w � e)This tmss has been designetl for a 70.0 psf bottom chord�live load nonconcurtent with any other live loatls. �� �� `., ��,�I�`J?;=�Z ` 9)'This truss has been tlesignetl For a�live load of 20.Opsf on the bottom chord in all areas where a reqangie 3-6-0 tail tiy 2-0-0 wide i� � '••..�..,., a(� ` wili Fit between ihe 6ottom chord and any other members. �/�SS� � � 1�)Provide mechanical connection(by others)of tmss to beanng plate capa6le of withslanding 261b uplift at join[5 and 671b uplift at �/��` ��A� �`�\� joint 2. ���f ll!I I I lil��� 11)This truss is tlesignetl in accordance with the 20091ntemaflonal Fesidential Code sections R502.11.1 antl R802.102 and , referenced standard ANSI/iPl 1. �f q 12)Desgns checked for ASCE 7-OS wind at 120 mph,wintl reactions x o.56 will adjust wintl load reaction to a speed.of 90 mph(0.69 for �U L l L��� 100 mph and 0.84 for 110 mph).All oiher coeHicients remain the same as shown. 73)SPF No2 and SYP No.3 can be substituted for SPF Stud Grade material(Roof trusses only). �., i - �eQ$}�jd�@�+�����andard - - - ' - � . ' / j : A WARA9NG�VedJy destgn parame[ers untl RPlD NOTES ON'lfIIS AND INCLRDEDWTER FEFEItENCE PAGE hRP9�93 HEFOIB USE. NE6flING BY@� Design valitl�o�ose only v.qiFi Miiek connedors.iM1is tleAgn is basetl only vpon parame�ers sMwn,and'a tw an intlivitlual builtling componenl. � ��� Appllcobiliry of tle9gn pammeters ontl proper inco�poraM1On of mmponent e responabihry ol b itling tlesigner-no��vs tle9gner.Bmcin9 sM1Own �' ¢bt lote�ol suppoR o(indvitlual web memDers only.Atldifioml 5empomry Lvocing to invre s1abT�y tlunng mnshucfion is Me resporisibilli�y o�fie q uiT¢k nXiliare areciw.Addifio�al permor�ent Eracing of Me overall striicNre is t�e responsibliry of ihe boilCng tlexigner.for geneml 0uitlance regortling bGncofion.quolityconhol.stomBe.tleMery.eretfionantlbmcing.ronwlt AN51/Rllpoalih�U���a��S6-B9andBC511BU0tlingCOmponent 018WUMSiCeROaE Salety INoemofion avalable hom Tmss Plote ImtBUte.]81 N.lee Skeet Sui�e 312.Alexontlna.VA R2310. Edenton,NC 2]932 � 41 � � � E � � �L Q9 . ? _ _ .. _ E __. 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O C ��`-` N . C� . NO Y_ a� 0 �E L UC O "� �0.� Ow �' N E- O._ . 01T F a C Q� . O O O C ' �{ C O_a�� 9 U W C U D p a�U� O� . Fa.- pUNON O� VON C �-O"60 � 00 p '�C9 �.--U,'p�ppN� � Z N� 6 � C� �, �UO y C � Ca Z �.O= .OU ON UOpm`��:� y W N E � N_ N Q N � O Q T N p�U. N ,C U 0� � 6NCpN ' Qa ` OaO O � � �L O �LNa OONL 0.3� NOm� o-`o°— > � � � .o amN— �� a � a� — 3 �--o��d� o O� � Nc °_� `v° o E-° ° °� NE - °' Q �� .`o a�tc- m� °-ovo Z � °' �o-a . 'P� m ��� � °„ � =�`o� p °� jO ° °Q—O'� ma�i.-o � o°m� ;.�w. E p_� _ a c a-o o `u o a U`ooQo '.� oHaai sa��i ° ov t� o� J a »:E 'oaaj p � pU��a N �z �� . : � vc � 3 Z �90� �—� � N °U� �� ca�i O � ao 0 0�— �� � .(�. � .. o �.a V . . . �:= ���-oao � � 4 ' v °_ ' Q v° 6om���S�,o v " �p `o W a� c;z��mU':SU p '_' o w � n' � 1° U' .o . �` J �_ II O y � I� W . . °� W � � Z ~�� . N a � o � a � � � ; _ �� J. 6 � .0 N 1 e , �- .a.J m S,Q .O m Job Truss Truss Type ty Ply ESSB1>61 ORDERS EP-936E1 HIPM 1 1 Job Peterence o tional NVRHOmes,% - 12205Dec292J09MTeklntluslnes,inc TueJan1910:68212010 Page2 LOAD CASE(S)Standard . 1)Snow:Lumber Increas==7,15,Plate Increase=1.15 - _.- - . _- ,. _ . . Uniform Loads(pl� VeA:13=52,3-4=-55,2-5=-20 Q WAR.WNG�VenfydasignpvrametersantlltEADNOTESONTfIL59NDfNCLUilE➢FfITEKFEFEIiENCEPACELGSI99]3HEtYJREUSE. Ep�NGINEEFI{N�GB■Y Design vaGd ior oze only fh nN7ek con ect Thu tlesig b sed onFy upon pammeters sMwn,antl s(or an d tl aI Dvlding componenL �YLY���� Applcablfyofdezgnp mefersontlpr p mipoiotonofco ponenivresponzbPFyo�bultl'ngtleigne ifru desgne 6 ngshown m QO is for loieml vppM ol ntli iCUol wep members o ly.Add�o I t mporory U'ac ng b nsvre stoblity tlunng conshucfion¢ihe responsbilliN ot f�e p Mliek nh'iiia�e erecroc Adtlitional permanenl brocing oi the overall shucfore u fhe resporuibiliry of ihe Ca1Qng tlesignec Forgeneml goqance regartlmg �abnmtion,quoffy[onhol,itaoge,tlefvery,e�ecfion ontl brocing,[onsull AN51/IPII Quolily CMenv,DSB-89 antl BCSII Builtlin9 Component 81B Soundside Road SafeTy lniormofion avalloble M1om imss Pla�e I�ssANte,]81�N.Lee SheeL 5ui�e 312.Alexontlno.VA 2231 L Etlen�on,NG 2]932 � � � y� n oy. E N - m r . � � _ > E oc o c-o � o o ? O �.O d � .. N. N� N��.. 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ThuJan2E124B:1�2010 Page1 NVR Homes,X 9� ,..... , _ _ � 4'].8 _. .. . 4-]-8 .. . _ � -4]-8 Scale=1:29.8 bx6 II 2 7 6 i000 iz 3 1 't 5 y ,o qy�p // 4'�Z �� 6x8 II 6xe II 61-3 9�� 3-1-13 2��6 yt-13 &1-13 Pla[eOHsets XN: 1:Ed e,0-2-7 3:Ed e,0-2-7 4:0-5-00-2-0 5:0-5-00-2-0 pLATES GFIP LOADING s C51 DEPL in Qoc) Vdefl Ud (P � SPACING ' 2-0-0 TC 0.17 VeR(LL) -0.02 4-5 >999 360 MT20 �9���� TCLL 2�.5 Plateslncrease 1.15 B� p� �e��T�� -006 4-5 >999 240 (Ground Snow=30.0) Lumber Increase 1.15 TCDL �0.0 qepStresslncr NO l^1B Q54 Horz(TL) 0.01 3 Na Na y�rei hi:1001b BCLL 0.0 ` Code IRC2009/TPI2007 (Matrix) Wind(LL) OA2 4-5 >999 24� 9 BCDL ���0 �BRACING LUMBER TOP CHORD Structural wood shea[�ing directly applied or 6-0-0 oc pudins. TOP CHORD 2 X 4 SYP No 2 gpT CHORD Ri9id ceiling directly applied or 10-0-0 oc bracing. 80T CHORD 2 X 6 SYP No2 WESS 2X4SPFSWd WEDGE Left:2 R 4 SPF Stutl,RighC 2 X 4 SPP Stud � REACTIONS Qb/size) 1=3049/0-3-8 (min.0�2-1),3=3048�0-3-8 (min.0-2-1) Max Horz 1=-136(LC 6) , Max Uplifl 1=-623(LC 8),3=823(LC 9) Max Grav�1=3502(LC 2),3=3502(�C 2) FOFiCES (Ib)-Mazimum CompressioNMaximum Tension TOP CHORD t-6=-3745/672,q_5=-327�842,3-4=460 2725 3�—3745/671 BOTCHORD b5=-491�2725� WEBS &5=-459/24942-4=�59/2490 �t�i���{l4 U!'i i'f:!!. NOTES (12-73) . 1)2-py truss to be connected togeNer with tOtl(0.120'x3")nails as follows: `\\�`\�y�,, S�`i�?!.,�,`'.;�, Top chords connected as tollows[2 X 4-i row at 0-9-0 oc \` ��\ ,-`,`,�,;.,,,_.-`,w!i Bottom choNS connecfed as follows:2 X 6-2 row5at 0-6-0 oc. ` � . W ebs connected as follows:�?X 4-1 row at 0-9-0 w. or back B face in the LOAD CASE(S)section.PI = � �V"� < �•, U'' = Y 2)All loatls are consideretl equaily applied to all plies,except if noted as front(� ( J _ _ to ply connections have been prowded to disMbute only loads noted as(F�or(Bj,unless otherwise.indicated. _ � ' rd� `I fOn I,Z�S �- e � 3)W�nd:ASCE 7-05,120mph;TCDL=6.Opsf;BCDL 6�psf;h=25ft Cat il;Ertp 8;enclosed;MW FFS(low-nse);cantilever lett and ; nght exposed;Lumber DOL=1.60 plate grip DO� 1 60 : GY ` 4)7CLL:ASCE 7-OS,Pg-30.0 psf(ground snow):Ps-21.5 psf{roo�snow);�Category II�,E�B;Partially Exp.;Ct=1.1 �� •-_ STRTE��F ' a�, = 5) Roof design snow load has been retluced to account for slope. ��.n `'��d01{\CLP �\ �� 6)Unbalanced snow loads have been consideredJor this design. i � %� r � 7)7his truss has been designed for basic loatl combinations,which include cases with.reductions for multiple concurrenl live loads. '' r �L �, `\ �ii�`S'(. �. C t 6)This Wss has been designed for a 70.0 pst bottom chord live.load nonconcurtent with any other live loatls. �� r""'tf1""`�� 9)'This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by&�-0 wide �(/ wi1 ft between the boflom chord and any other members. 70)P�ovide mechanical cronnection(by others)of truss to bearing plate capabie of withsiantling 6231b uplift at loint 1 antl 623 Ib uplik afjoint3. � - 2�i� 17)7his truss is tlesigned in accordance with the 20091ntemational Residentiai Code sections R502.11.7 antl R802.1Q2 and "�r r. ;` referenced standard ANSI/�PI 1. wind reactions z 0.56 will atljust wintl load reaction�o a speed ot 90 mph(0.69 12)Designs checked for ASCE 7-05 wind al 120 mph, . tot 100 mph and 0.84�br 110 mph).All other coeHicients renain the same as shown. 13)SPF No2 antl SYP No 3 can be su6stituted for SPF Stud Grade material(RooF trusses only). Continued on page 2 ' � - . ENGM EflINO BY A �pqpp/ryG-Vcnfy des9^P°r°^'��`n anG IESA➢NOTFS ON TffiS AND INCLUDED MITF.AflEFERENCE PAGE MR�613 BEFOAE USE. — �p�y�o C� �F�A � ib I i buitlin tles rier nollmss d ag er Bronng shown � ��k nniliale cesgn val E fa vse only wifli Miiek mnnectors.ihu tl sign s basetl only vpon pammeters zhovm.�d�f�an indvitloal bultl g c �o�en�� ApplkabTN o�desgn pammete arM Pmper incorpo af on of co�.n nent u respons Ity o g 9 u�w loteral sopport o�intli+itloal b membars o ly Atld fional temporary Ma[ing o nvre s�ab I dorin onsfrucfion n ih �esPO . rtY =.PClnr. Adtlifionol pertnonen�bmc ng o(Me ove II shuoNre v ihe'espowb�liN51�RP11�ua�Cnletla:OSB 89 and BUIt 9Wlding C mponent 818 So�nds�tle qoatl � N O � � a� > - - �._ ._—. vt � o a m o„ o � � a m � a- � a ° � � � �N � =a v o o � o mm `m �.� c ' mo � a 4 nrn � d °- �o ° op = a �? aai� pm '�� � N�.�i C�' E O � ZJ` � C m J U a �n U C CO N O C � � C V C O p� � � N E� �UW O.� �'� S U� � ' OC d� DO E� N '� C � a L L OU y0 N y,� � °' m mo-O 3� �o o a � o- �o p°� c °. '° m ��o °. °_ � _ '3 0 � uw o }t O �' „�� o�,_- ou rt � a� m^ a� a� o�� oo a� a� °� or .� d � �� �°� o �V/� U � '� N �-O � O ON 00_ ➢'n C�c L� ON OC C p)O CO p `p Q�N U L v� �C 7 � S1�'.�-_ O�n �A O �3� �Q O O C 2 � N . D 6 N 4 � C N O. d V >C O Q� O � � ~ G d� �-O DN �Q Ol f�in �.�.r dw Ol� UU' o � 0 �U � �" �OC � � 5 � � �'� O � 7 — °3 co� m o.o m : ° ooz v._ 2 ° mZ oo`u �co� am `o � � � `m "„ �E c3 � p �L7 m o rn�.-.�. o � �o o > �Q a 3 »m �a m u--w o� m o r � � o o�.v AL� V o �o�� .o�.D-o' p'-„�° rn� 2v= -°' cu� _30. E E sn ��D °a �o o� po o E` ' Eag a� ' W 3 i n`.� �� d�° �c t °'a � o?� do �6° m� °oo oE °° „° m� ` �m o ,°LO` tj ° m � 0 W _o � or- m m � ��o o?° �c 'o�= o �. �o mE ao 0 0 2c u m� �_ � � � °x m°Da -oo mom � oa� �� „� �o o�o o.� N� n�. �m � m `m i �s.° � 5 `oU ,^ � ^ �,o-mo ��_ �a°.'m m E m � m ��om m . �o - ° .w` om E� v � � po` .0 s om omc a a�m`o „ c mx °'� 0.2-° '�o �U pu n � c oa o oo � o�� mo N .� ° o .5` dc_°' mE _oct m ¢°co ��� o`o �� a�mm �m ' °'m `oo� °o �, �u'a c �'Em a�w �d � � O ��OO�° mo o�° � oE`o mm m= v3 E °�� m ° n��u uu o� � `oo _° �o`u 3-O� °a ? � ¢�a ?�3E� z„ ao°'o U -a°oo °ir �s .� „ oQO o,a Eom .aa m � cQ a `o.�d a� 4� �C � O p._� � � >> U��u a� �c�a o a. o 0 o a v � o >�o � 1L ❑ �`i r; v �n �d n � a o N� � m `o U oo� = � mn � o= oa - � � p h b ri � � _— __ - w Q2JOH�d01 a . s � 5-tJ � L C � p d a _O v � K N. �'� 3 V y N y�. o U u. � „ O x �- t n v � o �, 9�, � = m < -�— �� �° o� ° � ^ co � ° g � 3c w? z Q N � ^ �� W � y c , ,.N r� �r m Q N c�o � �'S u� �a= a °o � °' y H y� o � ,y.- LL �a v V/ � � c.. m rn � � e C '<`G � � v� w U �(9 Z Q V o O � �si� p �`.�v 'i �o � � � i� °- O "'� " `� � w n��<w n, N O � O �C W � Kb � � � OW� iK W = PZM 1- ^ F � 6 W P W F- �^ U � aN y Q h^.-.b �� pz� OI � w O mm W7 WN W .. {`7CJ`Ob 3� W v �- w� 3W � � e`�o� p II� c �o n � � c'l.u, a K O o y°'w r; n 'rn � � � �r Q� �- N wvZc) w � ¢o,: �n� U � ��n�m w NZW Ow 7 N �jPW ti ^ PIJ � ZoW O� � W ���� � aaoN�doi oa= uZ � v N^w� 1 _ WPZP � m } L � O�C C "' U p� O � �p � � . �� p ��� O.V � � � N � � C O �.m � C-� p4 C J N J � ��. a � � o o.� � � �OO � Z°u �` ° � Z ' c �w oa s`_o � � c °o oua � o � o go �am O ca°i;_w °' v � ac� � �� m oo> U ° oa 'o+� o� . 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V Q � � j_ m� H J m C Q Q(D ; �a mss tuss Type N �Y E5581I4B DftDERS EA-93652 COMN � '2 J b R f ( p� �) ]220 D 292�09MT kl tl d8ID2010 P 9 2 NVR Nomes,X LOAD CASE(S) Standard " � - �--�� ' �- "" �'� " ' " ' - - 7)Snow:Lumber Increase=1.15,Plate Increase=1.15 Unitortn Loads(pl� Vert:b3=-628(F=-608).1-2=-52,2-3=-52 � R"AAMNC-VeriJydesigrtyn�amexersandFEADNOSE50NTHI5ANDRSLUDEDffiT£ftXEFEItENCEPAGEE]II�9193HEF��USE.. ENGWEEFINGBY Design vaftl for ase only.vi.th MRek connecfors.iho dezign is baseC only upon parome�ers shown.and is for an indvidual boildirg camponenL ������ ApplimbTlyoftle9gnpommetersantlp�P����orpomlionotcomponeNkresporizibliryofb ldngtlesi9^e�'^���sitle9gnecBmcingshovm � qMiTekhXilia�e 'c�or lafeml zupport oi intlivitlual web m?mbers only.AdtlMioml tempomry bmcing fo irrsurc ziobTM tivnng corsstroction is iM1e rezponsibilGN af the erectoc Adtlifional permoneni blocing of Te overall shiiCNre is�M1e�_5ponsibility o�ihe builtlin9 tlezifl�e�.Fv�general gvidonte B9a�ding fobnmfion;qoolilyconVOLsiwoge,deLvery:e�ecM1OnonCWocing,corrso�� AN51/RI^pualityGifela,DSO-B9andBCSI1BuIltlingCOmponent B185ountlsideROau . �.,.. � . _ . ee. d�vn99Ald. Etlenbn.NG2]932 N Q� � d 0 � n �. � -.. _- _ d .... .. ,. . .E o�. o .. . m ,� _ . . 9�_ . _ Q. `o „o m o m �� .w` .4 03 U > v .- `m md 4� o a 'u�m r a � o-r -om �a O o�m a�°� � � m �o `m � '� a �' N u �� -o � o-� ° 5 � u�c o a r � � �� ���E .c^ �od o - .0 > � `o -o� m . ° -o � a� o r t o�j 3O 3 :�y E�.o mu°� °�'- n3 csi� `o�- °o °-� �co. � m � � � r 3 � � S O � C O O O ] „ Ud U � a � �' m mo ° 3a9i i � � mm , Q\ mo o� oa o� 'or „°_ `o� � o � p'� �`u a � „'�. C� O.V r _ I, ° o~ r° od oa_ p�n �.` �� oc p5 °o °'0 ° n u_° °.o cn `o � v , 2 � �N:? Oi�. � O �O �3 d O Q U p �� j D N � � � N r O. �U ro � � U O O �.� U `� � r vo`o :o-'� mQ rn 2�� „t m wo ._l90 -a ` mm `o ° � � EE �3 0 o.o a�- E�o o m� ° �Z m` 2 ° a� 2 o`o`u coo a_ � � ?i s � o .mm c � p O a,o °'-'oo-o oy aZw m mo> .�o. EE D � �O �' oa �n °s'a, °Dm m � c °mai mm' m C m - o n o. �a� �.. m= m � -Ea� ar 5 L V o �u'- -o' o�� m.o 2 m t c o u a 3 � - a. ��a - o `o w o o o E � >. ? � ' N � `u d � 3 L ° °' mD o mo �no sTm a�.0 �° o.= �oo `oE `oo No � N c � � o � om s � o � .o_ n-�O1u ac � � a o �- o s° .mc o c� v` � 3 � � mto �� � O � �.o � om�m m � c-o n m=� 2� °°� o v 2 j ° a�E a a � o �g�._ „ 2�m � a o w o m a U ^` n. :o� ,E� o� � o 'oov o ��� �� mm =o o:o o.E � a�i ➢°�' �o� `o � 0�' ' �sa� `o`m E2 4J ��`- o x m o a� �o m� � � o� v E � � � �N m c o� N m . �o �'a� c o c '0 5=�m 'c�-' a�o (n � .� a � a�t u=' oa��' .o �' m`o .'� � a�ix �' d °=- '^`o m� �•o `o ° � °� o� �`�c` ° � � ' y �� W °o �o�.Q� xo u�� E oa o:o td a:` �n° mv �,m . ac to o � o .o v � oi ad�u „d p� o.o ��m °' dE a�.r m aco c 'c oo mt �c � am `mm� Lm u.` � oo o mc� oU� oa � C7 `o��m �d>.0 �� '>mo E ma'a mm �� � 3 � °n vo n='u u� o� � oo - o ° u ma= o�n � 7 vo `poo a� o o.m- � o�u mm � o � m o °o bo Eom ao v � � `a o �.� m ._.00 . 0 ¢ o �3�En` z� �ao U aoo o.� �£ > j U°' u a� ' ca oa �° `o� U o0 5 ..� `mn � o� o¢ LLi0 c�i oi v ,6 n m o. °_ _ �' _ d �n cb o � ^ � N aaoH�doi � � � s» � z N � � P J O Q� N ^l U 3� K � N� (1 �Il Y'N N U w ai c O 0 r t n � 9{M � V z = � n `d K �� C O �LL O � � 30 �Z w a 0 � � Ol w� > m Q � e d N ��3 u �g up ps o °o m �C I � Q O � W F LL . P O- 6 � S O OQ V � No N m O �l� Z Q. N P o �� � W���gx � � ° 3 f z� -° O �n� �' �'+ �, a�6�aF`m . � � c� � t-yN, � ^ �� a � u'P u' � ��� a � vi (V . h �� �i� U p H,n � Q �n�.-�o ww er d m W w m W c�m�.o,o ; w � � O w Z'z 3� 0 .0 �o�o, o ��18 � v � "'r O p �o�r< LL °� � �� u U' s z�. U a wriwM W � u cr Q� r N .vZ� x q Q�.� NK U � .-uJ�I�N F L v�Zu �w � W MP'�V� O � '- 81� 2�� �m � O ro O„� O� O V �c��-'� a2JOH�d01 ��� U z' a U w o�.z.m � T L � �L U m � NC,`� O D O � � J.� - � V. O � O O +� J �n OC� O� C � � � m � m � c N ou- � o a� �.ou �� ° c N � o o a- �- � � � o� � �� �- �� ' a� ua yo a �a�o oNa � >m ° oo .oa� Z c-o��a� -O'� � y rQC� „ .S m � oo� cU co� O a�.��- m c5 0�`0 .- ��o mE� souc o '^ m-T .a= °-`oc9°'_ o ° oc � � � a�- 9°CU, 3u'aa �Q ? c�po a � u -° u o�a� o a m o � c � �.�-���-�.ti �. o� a� o� ° o . b ` �ao TOO 0 � �� ooa �� „� w �' � Oa� E �- '" � �a °' a�i � o ° z a�� �ouoa� �uom'_;'�.._ � � o � � QmooT o° 2 00o c � oa�ir° O �� �'-o ooNr a3oa�iom" p �o.�- a- cv o 9 a . a a��n- �" _o �� .- 3 -o a c a c�o � '" � �.w x ° E a� � �� � E� . o� Q �� . o a�t c �� ° �� o� z � � °'o-a `*� �' �� � ° � ,=�`ov V `oRS � 0000� - o °0 °003 a a�w� ac _ ooII � so =�o. m,o� � O u� a`a ua`uE oc � ooma Uooao \� aa� * a� � ov s�� os � a�� -o � � � c°U�°�� tn Z .- - �- . `m c � Z S� o.-_- �=°� � . °U � ai° °'o OO _ 0 � ao ,. . � c Sa� �_ . c a -� ° N�"- �=�C� � a er� � � Q � 00 U1��� 0 .... O v__ I I oW H �' a �p oZa�mU=U �/ J V N . A �- . ��..� W /'� � Z �d ' � Q I . . O O Q � Q j- �� � d N ,� � Q W a N O]H m N � J Q �O] , ! i �� py py essenas Job Tmss Tmss Type ' 1 EA�93659 ��PS Job Re�e�ence o tional ORDERS ]220 5 Dec 29 2009 MiTek Intlus�nes,Ina Tue Jan 1910:4B26 2010 Gage 1 � NVPHOmes.X . . _" ' .,. . 2&S3 34-tr0 3p-11�A . ' 1]00 22-9-8 -.. r- 5613 1} 7 11-&9 � 59-8 5-]-12 ��_ 5-643 5�12 59-9 $cale=1:610 �} Sfi-13 3x4 �I 4x4- Sx]= 4x4.= 3x8= 1e 8 5x]_ y 5 6 ].00 12 3 1] 19 16 9 �o IN m �3 Z bx6= a d� 12 �� 22 23 ' 14 13 3[4 II � dx6.-.� 20 21 �5 8yg= 3x8= Bxe= 3x4 II 28-G15 �� SSt ��"�-9 �S&8 ZSS6 59-8 SS1 SSt 5-98 PlateOttsets XY'. 3:0-4-8,0-&0 8:0-4-80-2-0 12:0-2-12.Ed e 74:0-2d2,Ed e DEFL in (loc) �I/defl Ud PLATES GRIP LOADING(ps� SPACWG 2-0-0 CSI Vert(LL) -046 13 >879 360 MT20 �9���� TCLL z3�1 �� Plateslncrease 1.15 TC 09H BC 079 Ved(TL) -0.03 13 >490 240 (GroundSnow=30.0) Lumberincrease 1.15 WB 097 Hoa(TL) 0.15 9 Na Na TCDL ���� RepStresslncr NO Wind(LL) 029 13 >999 24� WeigM: 7901b 6CLL ��� � Code IPC2009/iPI2�07 (Matrix) BWL �00 BFACING LUM6ER TOP CHORD StmcWral wood sheathin9 directly applied. TOP CHORD 2 X 4 SYP No.2'EZcepC gOT GHORD Rigid ceiling directly applied or 7-5-8 oc bmcin9. 3�6,6-8:2 X 4 SYP No.7 D MiTek recommends tBat Stabilizers and requiretl cross bracin9 BOT CHORD 2 X 6 SYP No.7 D'ExcepC be installed'during tmss erection,in accordance with St2bilizer p-14:2 X 6 SYP No? Insiallation uide. WEBS 2X4SPFStud'Except' 3-14,413,7-13,8-12�X 4 SYP No.3 or SPF No2 REACTIONS Qb/size) Z=»98l03-8 (mia�0-2-14).8=1798l0-3-e (min.0-2-7) Man Horz 2=-108(LC 6) . Max Upliri2=-505(LC 7),9=-505(LC 6) Max Grav2=2418(LC 26),9=z418(LC 26) FORCES (Ib)-Maximum CompressioNMaximum Tension q-5=-675?11363�,5-6=-6752/1363, TOP CHOPD b2=0/53,2-16=-4209/843,3-16=-4110/864.3-17=5967J.1234,4-17=-5961f1234, 6-7=-6752/1363.�-18=5959/123C.8-18=-596011234,&19=-4110/865.949=4210/844�940=0/53 . _ BOTCHOFD 2-20=-763/3579.20-27=-763/3579,15-21=-763/3579,14-15=-765/3570,13-t4=-11 9 515 9 61,12-13=1137J5959. `e��O�\1l1sTF(x�:J„f��/,.• 11-12=-65fl�3570.1 t-22=-656/3580,2223=-65&3580..9-23=656/3580 q_13=220/911. \`\\\ \„„�•„_ � �' g-11=0/314.4-14=-1248/404.5-13=-773/279,742=-1249/405.3-14=-614/2769, \ 6 3-15=0/373, P Wess ; �� .�c.�TF;�;:•."'�r % 7-13=-221/913.8-12=6141D67 � "'.�,�', � i ;� „ B;enclosed;MW FPS(low-nse);cantilever Ieft and nght _ :r . „ NOTES (14-75) ���BCDL=6.Opsf;h=25tt{CaL II;Exp � `�_{;y, _ t)Wintl:ASCE 7-05;120mph;TCDL=6.Opsf, � exposetl;Lumber DOL=1.60 plate gnp DOL=T 60 �� �i�'� . ca„ _ 2)"TCLL:ASCE 7-05;Pg=30.0 pst{ground snow);Ps=varies(min.mof snow=23.1 ps��see�load rases;Cate9ory II�,Exp 6;Partially ' , . P���� l�' ' � ; � 6y�Cb1 1.W=W-0-0 i , �I � �- ��f i � Q': 3)Roof design snow load has been reduced to account for slope. i � � �' � 4)Unbalanced snow loads have been considered for4his design. ���f/' �..�,; ' ��`t`�� 5)This tmss has been designed for greater of min roof live load ot 76.0 psf or 1.00 times flat root load ot 23.1 psf on overhangs ,, non-concurrent with other live loads. - ` ��f(f I I 111��'��` 6)This truss has been designed forbasic load combinations,which include rases with�reductions tor multiple concurtent live loatls. 7)Provitle adequate drainage to prevent water ponding. e)This truss has been designed for a 10.0 psf bottom chord��i�'e load nonconcurrent with any other live loads. g)'This truss has been designed for a Ilve load�of 20 Opsf on the hottom chord inallareas where a recLangle 3-6-�tall by&0-0 wide will fit beN+een Ihe bottom chord and any other members. �ate�Pa61e of withstantlin 5051b upliR at'oint 2 and 5051b uplifl at II 71_ O )011 10)Provitle mechanical�connection @y oNers)of truss to bearing p 9 � JIJL L 3 joint 9. � 11)This truss is designed in accordance with lhe 2009 International Residential Code sections R502.11.1 and R8�2_10 2 an � reterencetl stantlard AN51/iPi 1. _ j . Continued on page 2 j / / . ' Ntil EPIN��� fers¢nd HFAU NOTES ON THtS AMI INCL!]D5D MITEAREF �NCE PAGF.➢ID 96]38EFORE t15E. / / AWldtMNG VerilYd°"9^P°ram� ���sedonlyuponpommeterzshownontls�otan�ndmtivalbvid gcomponeni. � i I ^Q . " __ ea qMRekAtliliale peugn vol tl for ose only with M1ek connedois Th s desy n of component u respo�b I ry ot bo Id ng tles gner not iv d gne Br cmg shovm qppl mblify ot des9n Pa�ame�ers and pmper r¢ R�° bman9�o insure sio�lify tlo ng mruimciron � sp nsibtll�ty ot�Oe B10 Som�siEa Roed afalaterolsuppotlaf ndrvtloalwebmembers NY Atldinomltemporory uclrtYll OuaI�NCr11en -0SB-89anEBCS118oAdngCamponeM EEenron NC2]932 ,.. .,,. „nrnwofbocreoitheoveallshvcNreis4�eresponsblNo�me�Itlmgdesgncfor9eneralg da a 9 �tlng � N � � O �' a � v e. � Q — a,�o �, -_ � _ _..oc . o _ _ � vL O . m . 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NVR Home=•x shall be p�ovidetl sutficieat to suppoK�ncentrated load(s)1561b down and 651b up NOTES (�4'�5� is the responsibllity of oNers. t2)Haoge<<s�or other connection device(s) or back(B)� h 0 69 tor t00 mph and 0.84 for 110 mph).All S section,loads app�ied to the tace ot ihe lmss are noteA as front(F� 2-0-0 on bottom chortl. The desig�s?�ectiort of sucW'nd rea t ons x OS6 wlll adjust wind load reaclion to a speed oi 90 mp ( 13)IntheLOADCASE( ) t4)Desi9ns checked for ASCE 7-05 wind�a1120 mph, oNer�H���ents remain the same as shown. 15)SPF No.2 and SYP No.3 can be sobstiwted for SPF Stud Grade material(Roof tmsses only. LOAD CASE(S)Standard. �� Un�o m Loads1(plf)ase=1 i5,Plate Increase=1.15 VeA:�-16=-55.3-16=-731F°'18).3-8=731F°'18).8'�9°'73�F-'�8).1049=55�2-21=-20.21-22—271F='7),9'22=' Concentrated Loads(Ib) , V e A'.20=-1351F123°'�35(� �yyE�E�N��� 5 AN�3NCLL�ED ffiTEX NEF�ENCE PAGE M+94"!3 BEFO��V55. —_ andulIXOni drvtl albold�9 ��'P°�en1' Ri meu+ D NOT&5 ON T11I ��.&���9 sM1OV+n A MITek Amllate d RFA Q wARMN'G.veriJY d 9 P �° g on a amel rs sM1O� dey9ner not huss d 99 ns billiry ot iFie torsfiutlesi n¢basedonry�P sPSp �a��ryolbVltln9 wd�Mlek connea o�o��p�ot comp bmc n9�o ivre sloblHy dunng comlmciwn a n'e P° B18 SounEs tle RoaU pezion+a�a�a'vseonlY mp��a�tl�op r ncoip ,__ „,eF,,;i�nadesB e*;F°t?en rp^g � ^ ef�o��ent _ . _ n�tinmltempWarv �xufldnp Ftlenton NG2]932 � N _ -�. O � � _ .. 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WetlDec1619:02:142009 Pa9e1 NVF Homes.% ' "" " -- ' - ' 14-141 16-512 d&0.11 25-10-5 3i"�-� . _. . - 11 ].&16 ' &1-11 . .. �1- ]-2d4 �610.13 2-4-1 1-6-15 1-9-00 Scale=1:68.1 ' e.00 iz e,s o Sx]= Sx6— 6 d 15 3a5� ].00 12 �B\� ] 3x4\� B 3 14 9 � 2' Io � -" 13 16 �� 12 11 10 4xb= 4x6= � 4x4- Sx]= 3x9= 3x4 I I �1&S12 2510-5 31-0-U &8-0 9yy: &1-11 ��B_Q ]-412 � Plate Olfsets X : 4:0-4-8 0-2-0 6:0-2-4 Etl e 12:0-3-0 03-0 LOA�ING(psQ SPACING 2-0-0 CSI DEFL in Qoc) I/defl Utl PLATES GRIP TCLL 23.1" plates lncrease 1.75 TC 0.94 Vert(LL) -OJ8 2-73 >999 360 MT20 197/144 (GmundSnow=30.0) Lumberincrease 1.15 BC 0.64 VeR(TL) -0.44 2-13 >921 240 TC�L ���� RepSiress.lncr YES WB 070 Hoa(fL) 0.11 9 Na Na BCLL ��0 � Cotle IRC2009/TPI2007 (Ma�rix) Wind(LL) 0.18 9-1� >999 240 WeighC 181 I� BCDL lOD LUMBER BRACING TOP CHORD 2 X 4 SYP Na2 TOP CHORD Sbuctural wood sFeathing directly applied. • BOT CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling direc8y,applied or 7-&4 oc b�acing. WEBS 2X45PFStud , WE65 7ROwatmidpt. 4-i2,5-12,&t7,5-11 �MiTek'recommends lhat Stabilizers and required cross brecing ' be installeddunng tmss�erec�ioq.in acwrdance with Stabilizer ' � Instaliation uide. PEACTIONS (IWsize) 2=�39W03-8 (min.0-23),9=1303/03-8 (min.0-1-11) � MaxHorz2=401(LCB) Max Up1i112=-508(LC 9)..9=�A19(LC 10) Max Grav2=1B56(LC 32),9=1452(LC 2) FOFICES Qb)-Mazimum CompressioNMaximum Tension TOP CHORD 7-2=D/26,2-14=-293?1762,3-t4=-987095,3-4=�2703/912,4-5=-1514/681,5-6=-7499/670,6-15=1548/692, 7-75=-16511651,7-8=-1604/650,8-9=-2382/783 BOTCHORD 2-13=-629/2377.13-16=317/1572,1647=-3P/1572.12-17=-317/1572,11d2=269/1495.10-11=-529/1931, 940=-529/1931 B-11=-755/429,640=0/356.6-1t=-367/1182, WEBS 3-13=-709/392,4-13=339A053,4-02=269/27Q5-12=203�342. ���\�5':t��.{In:;);���., 5-11=-86&288 �!�'� -b �`.'• . . �,. � 5 f� '. . . . �.�`� ���C $�.. NO7ES (1&13), enclosed;MW FRS(low-nse)gable end zone and C C� fk, � �r � ;.�, 1)W intl:.ASCE 7-05;12Dmph;TCDL=6.Opsf;.BCDL=6.Opsf;'h=25tt;Cat 11;Exp B; - q,p� � Exterior(2)zone;cantilever left antl right exposed{C-C for members and forces&MW FRS for reactions�showq Wmber DOL 1 60 '� plate grip DOL=1.60 F� . • _ 2)"TCLL:ASCE 7-05;Pg=30.0 psf(ground snowj;P�varies(min.roaf snow=23.1 psf�see load cases;Category II;6cp B;PaRially= „ � ,`' `1' ,,,'I��Z-l� •Q � � E�.,Ct=1.1,Lu=50-0-0 �� 3)Aocf design snow load has been reduced[o account for slope. �� y �i��`� : w ` � ..�-! �?,/ i 4)Unbalancetl snow loads have been consitlered fo�Nis design. .5)This truss has been tlesigned for greater of min�mof live load ot 76 o psfbr 1 o0limes flat roof loatl of 23.1 psf on overhangs �;,'�'-, ° -�r,n�f����,A.-`�� \`� noo-concurrent with other live ioatls. 6)This truss has been designed for basic load combinations,which inciude cases with reduc[ions tor multiple concurrent live loatls. /��!� "�'Q�a L G� �i�` \ 7)Provide adequate drainage to prevent wa[er ponding. /���/!(��������\����, 8)This tmss has been tlesigned for a 10.0 psf.bottom chortl live load nonconcurtent with any other live loads. 9j'This.truss has been designetl for a IiJe loatl ob20.Opsf on the bottom chord idall areas where a reclangle 3-6-D tall by 2-0-0 wide vrill ft between the bottom chord and any other members;with BCDL=10.Opsf. F w �ry�1 70)Provide mechanical o?nnec[ion(by othe�s)of truss to beann9 plate capable of withstanding 508 Ib uplitt at joint 2 and 41916 uplitt at �I�� O (% U 1 joint9. / - � 11)This Wss is designed in accordance with the 2009 Intema6onal Resitlential Cotle sections R50211.1 and R8�2.102 antl � cefer ncedstantlard�ANSI/TPI'1: " ' - - " - Contmued on page 2. � . . . ' . � � w��"d� � W.IFMNG�Venfy dmYn pnm t rW IIE1➢AbTES 0NTHI5 AllD INCLUDED dIITEK FEFEAENCE PAGE LIIFf4]3 BENAE USE. Ipes gn vol d for ase only��M1 MRek co nectors ihls tlesg u basetl only opon parome�ers SM1awn antl rs f n intlNHOaI b bl g c� pone�� . 1 APPI caGl fy of tl sl9n P rometers nd pr P��^�o�po�aA �ot comportent ts teipon b1�M of bwltli(g tlesg� rw�M1�+sz tl ngne� �n9zh ¢fotbfemisuppotlofndrcdvolwebme bersonly Adtlfio�nHempomrybmanB�oinsUre5labiltytlonn9mrsM1VClion¢�heepowbilhTyo�ttie PM?ekAilll�ata re tor.Ad�Rw I pertno�rent bro „ng f H�e ove on d bro['B cren�lt sbA S RPI1 O�ad�M1'�_^��n OS!89 antl 8611 B Ildi p C mponeM 818 SwMS Ge Roatl � � v O � � - � v _ � - � - a� .o m � a= - � �o `o_ 03 O m �E o m' . m a � � n n�01 £�� o a II o� o °. „ °'� -o� s � �` vH ��-E am -� a L w E o °' »u c o m °-� � � u.c `oo ^' � � = u � 4 `o D u m . a � m o o m u o 3 a 3 � E 'rnmw o.= �> �. s s° °-' `oc na oo �c H ' � z- w � °u ,�� m YJ �n mm m`ao c-o � o u o'o p`_ o o � n 9n� ° °� - 3 � o � V m U M� � � ' 3N �� � NN 4�-" NO O p6 CE "OL d ^L � � 0�l �c �� O � 0 NJ ��F „ U S� N � , y� �` 00 ON C'- � O.� C o O _U "O U 7 � m nm`� mA ° ° c °„3a o�z °u:D '" m `m `m � 'Q ms � �� a °' � ac . orn °. � � C ...o � °O�. �.m °'$ � 2a..-C, „t m� a,o D� 4 �.� °�` a °� � � D EE "c � j— 3; codm oo �m" � ° ooQ m3 -„' � d�t o `o$ �o! 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M 9EM b UQ 0 1� h W �� _ y� G LL _ c o ��' o Q � � p Ol W p w � � N c3 � �3 °u � o? o ° v � F „ YR1 � � � ,GC�- _ J P P � � � B � O� � iJl �O '�" N� N w ml7 Z Q V O O �, pm�.a. m , � 0 3 � �? a > �¢ M c°� �� � a����a y Z� ,,, � ��o � OO . pw `rc � ,�" � ccm � �a z d wa w � �-�� �rn .� ^ � a � - N 1� �� C�� d m rcvHi m . a �n���o Ww W wN W .. (`�M�Ob 3 �p d � � � m 2 y�. ?�d' d 1^- ,O in a p���y C P i- '{ U wr pk Q � �Pd. y �OI � `� 3� W Z 2�� V Q tu t+J Z e+�j w � � rc.- a� � m .v p �e Z Qo� N�. U � _�n�co d � ��� rcm � w �P'�VO � e-.1J � ZOW Q� p C SJ � U ��W^ abOHJd01 �¢.s.. uz a U wrnzrn m >' t ` �'_ U p> O . K C� `p a`p 6 C j+ ' p U p' N O o ���� o C.fl b� c � N ? � � N m � a ` � ° �.�� . c o o a� Z o�� �... o � ��� �a�t $a �`_o �`�+ ��°c°o o��a � ° � ° o 0 o a�� z �a ,-�a� � y sa"" N � a� cam �� = o ° O oa�: oa� �� a�`o � � � °JQ o�E souc o � =a �_ �� p ��_o � o0 oc � � � a�.� �°CU, 3uao 'o2c2'oo. Z �ao-°� . o�o �..4a c °-�ao aa `o o �c9 .-��-oo`o �� � c u+ C a) � N" j Fa) �. -0 N � oa Z T�� bU� � '� �m`�nUO � o Qooa_ o; � �'og o Eou O �r �a o,.o �s a3o �'o �`- Q � cT5 a° o C.ao o� �°.�"'rn Q ac�� �t-c3 ��a.o� ��o Z Ch � �-a v� � �j�c O � .`tp0 U oX� � booN mU� fl-.Qp� a c�oo¢`a \� `o° a sQO � c a�a � �, � �� a'a uQ`u9 mm � ooma t/1 z � ; a � � °� u o v ��3 os � i,5� '.o N..o � � `c°UC�'ts m �� � U� � 0:= C"NC 60N O . . O Q O - '00 Z .. OUC �� �N � V "�Q ° � Q a�°o.�a��i a�o 0 � .00 w � cza�mC�=U O L I I O v N � m p W O N Q Z N � " a-- �� w X ^ .. (n a � . `-�`o Q � � � Z'��� w._ ti � d . � f a � Q� m c�Z m..0 . .. � . . - Q �m I . ' : i E5550225 �ty PN Truss TyPe. � .JOb Tmss � . �ob Reference o lional . SPW �q�OSNOV1fi2009MReklnduslnes,Inc. Wetl��1619,�2.162009 Page2 _ �_ ' EA-93656 _._ ._ ..`..__.. . ... . ,_ ...' . . OPDEPS �NVR Homes;X 72)Designs checked for ASCE 7-05 wind at 720 mph;wind reactions x 0.56 will adjust wind load reaction to a speed of 90 mph�(D.F9�f°��00 mph and-0.04 for 110 mph). . ��other coetticients remain the same as shown. �13)SPF No.2 and SYP No.3 can be substitu�ed 1or SPF Stud�Grade material(Roof trusses only). LOAD CASE(S)Standartl � 1)Snow�umber Increase=1.15,Plale Increase=l�_15 �UniformVe�d1�55.4-5=-55,5-6=-55.6'9='S5.2.16=-20.16-1 i=-50.9-17=-20 ENGINEEPIN��� d qf'✓�➢NOTES ONTMS AND INCLUDED MITEK 1tEFERENCE PA�+B MQ 4�3����E I r meters sM1OVm nd la o �d tl al boltling compone��� v fy ac 9 p k� � ��p MITak Afll�iale I A �tp,�pNi� " pozsd onlY uPOn Pa°�bl I bu Itli�d v9 �-not tms deagner.Bmc 9 show^ w onlY��h M1ak connectors ihn��9�°of romponent¢respo,n�n�re ifibiliry tlunng co shocfio �h��e'e�b��g or me� q�e� �dside Rwtl � � -� � -- O � . � _ . � � � � � a m o �s �, e a� o � � a �W Nv�S C � �D ' O 0 0 � N:m c C_O m O �L -�77--� m w w m c o u� -a � � t o o u m m` . o�3 W v�i E� md�w o� �-�°� `o � ..'u ? uo = o � o m a° 'o ° �. m:„ -om a�p� p a�:�' �o o` � � 3 r -�� °' . S c a� D o .E.� . v �..ti `o o' m °i � o p t y a � hP p-��= .°c� f � °m a�im na �'a °o �n am „o o' o� � 3 0 �U 3 � � •/� U�C. 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W etl Dec 1613:OZt5 2009 Page 1 &1-11 1511-5 2p�9-0 - � � 84 11 ]-940 4-&11 '" --'.' . ' ' - .. " ' _ ' _' ' ' ' _ 5x7O ""' . ' Scale=t.632 8.00 12 J.00 12 3 9 8 3x8� 4 Sa6 i 2 1 ' � 0 4x6= ] 6 5 � 3x4 I I 6x6= 3x4 II &141 1&113 20.9-0 &141 ]-&10 0.311 Plate ONsets(X,Y): f2:0-3-0,0-3-4�,f3:0-4-5,0-2-e� �6:P2-12,0-3-0� LOADING(psf) SPACING 2-0-0 CSI DEFL in (bc) I/defl L/tl PLATES GRIP TCLL 23.1 " plates Increase 1.15 TC 0.85 Vert(LL) -0.10 1-7 >999 360 NiT20 197/144 (GroundSnow=30.0) Lumberincrease 1.15 BC 0.58 Vert(fL) -p29 b7 >835 24D TCDL �P�O RepStresslncr YES WB 036 Horz(TL) 0_03 5 Na Na BCLL 0.0 ' Code IRC2009/iP12007 (Matnx) Wind(LL) 0.16 1-7 >999 240 Weight 1091b BCDL 10.0 ,W MBER BRACING TOP CHOFD 2 X 4 SYP No2 TOP CHORD Stmctu�al wbod sheat�ing tlirectly applied or 42-11 oc putlins, except BOT CHORD 2 X 4 SYP No2 end verticais. W EBS 2 X 4 SPF Stutl BOT CHORD Rigid ceiling tli�ectly applied or B-2-9 oc bracing. W E8S 7 Row at midpi 2-6,3-6 MiTek�recommends[hat Stabilizers and required cross bracing . be installetl during.VUSS erec[ion,in accortlance with Stabilizer Instailation uide. REAC710NS (Ib/size) 1=764/0-3-8 (min.0-1-8),5=76M0-3-8 (min.0.1-8) Max Horz 1=398(LC 9) � Max UpIiR1=-234(LC 9);5=-320(LC 9) Maz Gmv 1=882(LC 2),5=882(LC 2) FORCES (Ib)-Maximum CompressioNMaximum Tension TOP CHOPD L2=-7289/325,2-8=567/184,3-8=-335/226,3-9=356238,4-9=-5041212,45=841/347 BOT CHORD 1-7=-513/998,6-7=-514/995,5-6=-9/20' WEBS 2-7=0/358.2-6=74fl/445,3-6=44/797.bfi=-230/604 . � i ! �ilrt. NOTES (10-11) .i�� .II:n3 ��Ff, i)Wintl:ASCE 7-05;720mph;TCDL=6.Ops[BCDL=6.Opst;h=25k;Cat.II;'Exp B;enclosed;MW FRS(low-rise)ga61e end zone and C C �)�, � Exterior(2)zone;cantiiever lett and right exposed;C-C lor members and forces&MW FRS lor reactions shown;Lumber DOL=1 60 �-�.� - .F� � "� plate grip DOL=7.60 � �: •,;�'\�� "'�F.^ �cf ` 2)"7CLL:ASCE 7-05;Pg=30.0 psf(gmuntl snow);Ps=varies(min.roofsnow=23.1 psF)see toad rases;Category II;6:p 8;PaM1ialty ; -� :�v-�' `-5 : -" % E�y.(Ct=1.1 � � e .— 3)�ROOf tlesign snow loatl has been reducetl to accouN forslope. i �';j�:1�L�` � 4)Unbalanced snow loads have been considered for th�s desi9rt ". � ' := � � 5)This tmss has been tlesigned For:basic load combinallons which include cases with retluctions for mWtiple conwrtent live�loads - '°� ��=1 i F JF 6)This�wss has been designed for a.10 0 psf bonom chord live loatl nonconcurrent with-any other live loatls. ��;� '•.�yL��ZntF.'�4«�`� 7)'This Vuss has been designed for�a Irve loatl of 20 Opsf on the bottom chortl in alfareas where a rectangie 3-6-0 fall by 2-0-0 witle � `���,.� '• .....• � �� wilt fit behveen the bottom cBord and any other members. ' � t'�° �\� 8)Provide mechanical wnnection(hy others)of truss ro bearing plate capable of withstantling 234 Ib upliH at loint t and 320 Ib uplitt at '�/�, e7'u��- � ���� �joint 5. ����(11I I I I 1111\�\ 9)This truss is designed in accordance with the 20091ntemational Residential Code sections R50217.1 and R802.102 and referenced standartl ANSIlTPI t. 10)�esigns checked for ASCE 7-05 wind at 120 mph,wind reactions x 0.56 will atljust wind load reaction to a speed of 90 mph(0.69 for JU L 0 7 2011 1p0 mph antl 0.84 fo�710 mph).Albolher coeRicients remain the same as shown. 11)SPF No2 and SYP No.3 can be substiluled for SPF SNd Grade material(ROOf imsses only). ,��� �:OqO CASE(S)St�yntlard . ontlnuetl on page _ _ . 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ENGMEERI�NG BRV Desgn valitl for ose only briM Miek conneciors.iM1ii tlesign 6 bmetl onry upon paameters s�own,and k Iw an indivitlwl b�iidng componenf. ������ qpplimbiliry ot tlesign parometers antl pmpet incotpomtion af mmponenl6 responsbiliry of builtling tlesigner-not ims tlevgn r.&ocing ehavm �y u for bterol sopport of Intlivitluol web membe¢only.Adtlifioml tempom.ry brocing to insore siobdity tlonng consimciion 6 tt�e reiponvbillify of f�e, q Miiek nMliiate erodoc Addfionol permanent bacing ot tM1e ovemll shvcNre a 1he resporisibTiN at tt�e bviltling tleiigner.For gennol goWance iegarding �obnco�ion,qooffy[onVOl,x}woge,delivery,erecfion ond bmcing.co�uli AN51/TPII QuuliN CMena,DSB-89 antl lC511 Bulltl�ng Component Bt 8 Sountlsitle Roaa �SaleN InfortnaHOn available hom ivss%ole Ins�iN�e,J81 N.Lee Sheei,Sui�e 312 Alexondna,VAT2314. . Etlen�on,NC 9932 � � � O � � � ; o� m � �r �. 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N Q � N � O Q T N� U U'- � � � C U ��- � ° a� �`o °� ' �`o� } o'o o `� o � � �� �a o o N..c o-3° � � o�-a p aa°a= a �° ° am�=' '- � �� ^ 3 -o-o �a� o „ � , oo a`u a.: o� a �_ �t � � � o u � c� °'-fl'a am °' �.� � 'o � `�om U ox5 ° oQ°-� °i� °o �o °3 Z a�� EQ� _ oa .6.c � v m'o� � O u� aa uau � o � � oom� a U`oo¢ o -� °a � �� a� ° �ow s- or � >-�S a � o � c°U�`� v � �Z �� � • � � C �- 3 U� C 9 0:.. :C���C 6 O'n �O pl j� � Z ' C U C � C v O � O � O . U O m._ N_ a . N._-O-O— C A Q - e p_o V _ . o `p O m'�'7'�O O i.L (J� � rG O W � �('�\ V Zd�mUr.-U Q U N N � m \ \ O � �.. � I � O N � �! � U� 'n � w � W X a V� \ Z � A Q i - O� �- W �\ rl � �_ m - � . 0 4 -�- �- V Q �N d ' ' � � J � W �O ¢]N 1 J m G Q �!9 . . I � Job russ � russ iype ty Ply E550t>5o t � OPDERS EA93656 SWEC J bR f Itc � � �g� 4B2 2J 0 P g 1 ] � NVFHomes,% - � � � ' ��_p .. . . � -0.11A &6-03 -. _ 8414 . , _ 0.t1A 5-&13 3-A-00 10-9 Scale=1 3B"! 3x9�i 8.00 12 5 Sx10 4 4x6= 3 ].W 12 10 9 z � 11 12 g ] . � 6 4x6= 3x4 II 4x8= 3x4 II 13-0-0 &6A fi-5-12 6-6-6 Piate Offsets XY: 3'0-5-12 04-8 5:0-3-3�-1-e pEFL in Qoc) Vdefl Ud PLA7ES GRIP LOADING(ps� SPACING 2-0-0 CSI TCLL plateslncrease 1.15 Vert(LL -0.04 2-8 >999 360 MT20 �9���`� 23.1" TC D 81 ) (GmundSnaw=30.0) VeR(TL -0.08 2-8 >999 24� Lumber increase 1.15 BC �� Horz TL 0.07 6 Na da TCDL �0�a RepStresslncr N� WB �'SZ ( � Weight:801b BCLL 0�� � Code IRC2009/TPI20�7 (Matnx) W ind(LL) 0.03 2-e >999 24� BC�L 10.0 BRACING LUMBER TOP CHORD Sfructural wood sheathtry tlirectly applied or 4-11-7 oc pudins, except �TOP CHOF� 2 X4'SYP No2 end verticals. BOY CHORD 2 X 6-SYP No.2 BOT CHORD Rigid ceilin9 direcHy applied or 70-0-0 oc bracing. W E8S 2 X 4 SPF S[ud .MiTek rewmmends that Stabilizers antl�equiretl cross bracing be instalied dunn9 wss erection,in accordance with Stabilizer ' Instaliation uide. REACTIONS (Ib/size) 6=64��0-3-8 (min.04-8j.2=747�0-3-e (mirt 0-i-8) � Max Horz2=255(LC 8) nnax uPnns—�as��c e),r-�a�(�c a) Max Grav6=902(LC 27),2=1108(LC 27) FOflCES (Ib)-Maximum CompressioNManimum Tension TOP CHOFD 1-2=0/53,2-9=-1237(/4,3-9=-1073192,3-10=683/36,�4-10=-683/36,4-5=-976/t24.5-6=763/183 BOT CHOAD &t1=-223�9�7'703/148 597�35/1205,33-7-�56/127�35,67=-8/31 W EBS 3-8=-9/410, . \ � ��t� NOTES (74-15) g;enclosetl;MW FRS Qow-rise);canfilever tefl antl n ht `\�\ ,4 A�` 9 \ �)Wind:A5CE7-OS 520mph',TCDL=B.�psf',6CDL=6.Opst;.t�=25tt',CaLIt;E� ``�, �t � ,r eryosed;Wm6er D0�=1.60 piate grip DOL=1 60 Partiall � i. _ i I p�-'TCLL ASCE 7-05;P9=30.0 psf(gmund�snow) P�vanes(min.roof snow=23.1 psf)�see load cases;Category 11;E�B; ��S, . ., i �jy;Cl=1(1�.LU=50-0-0 ��y : � 3)R�f design snow loatl has been reduced to account for siope. _ 4)Unbalanced snow loads pave been considered for Nis tlesign. _ .. � � ,- c 5)7his tmss has been designetl For greater of min rooUive�loatl of 16.0 psf or 1.00 times flat mof load of 23.1 psf on overhangs + � ? N� �i� � � ` non-concurrentwithotherliveloads. SiATE�� .��`w :. 6)This iruss has been designed�for basic loatl combinations,which include rzses wilh reductions for mWtiple concurtent live loatls.� ;J c l ` ��-��c '••!ND1A�`.�-'� _� 7)provide adequate tlraina9e to prevent water pond�n9. . , . 8)This Wss has been tlesignetl for a 10.0 psf botlom chord Iive load nonconcurrent with any other live loatls . ,. � `` g)"This tmss has been tlesigned for aiive loatl of 20.Opsf on iha bottom chortl.in all areas where a rectangle 3-6-0 tall by 2-0-o wide �� Ss., � � will fit belween the bottom chord anil any other members. � ���1("I�„�� 10)Provide mechanical connection(by others)�of truss to beanng plate capable of withstanding 1851b uplift at joinl fi and 741 Ib upliR at','��//����A L �\\�\�\` jaint2. '� -- / ��)This truss is designed in accordance with the 2009 Iniernational Residential Code sectionsR502:11.1 and R802.102 and � �UL O" , ,�o�� referenced standard ANSIfTPI 1. . � �concentrated loatl(s)161 16 tlown and 37 ib up at 12)Hanger(s)or other connection device(s)shail be p�ovided suffiaent to suppo . . _- 2-0-12 on bottom chord. The desigNselece'd lo fhe ace f�he�trusseare noted es froM(�orlback(g�ers. .. 13)In the LOAD CASE(S)section,loatls app� ��' / Continued on page 2 � �� '\ . //!';i /� . . � � /EIIGI N��� AW�M�, �e��ydas�g�p me[ersundAEADMITESONTHISANDINCLUDEOILITEFREi'ERENCEFAGSMII-)0]3HENREUSQ^, � " � ih MQ k co �w iorsi fi d �gn u boseC oNY P n Po�amefers sh a tl¢f ant�1 hus de Bne�&aPOg slwv^i I p¢5�gnvaGdfa xeo.ly� .^. ^ . . �srb�k (b lo�tl zuy�e . AMiTekAlfiY�a�e qpplimbillly of de gn po�amet rs antl propet ncoryao�on of mmp ne 1¢�espo tY ( loterolnppod fmtlrvitluol bmembersoly Adtldomitempo qbrocngi mixez�oblrydunngco��ctlonufhe spo blliryoffhe 8185oundsiEeROad e ector.'AdC'�M1O I p Tonent G �BN�m@ re�n and bmc ng co���l�� ANS RPII Q�IiFy C�1 g�OSB 99 antl�BGSII B�Itl ng Componen5 Etlenlan NC 2�932� � � � � _ � � _ � � _ N � a o�o � F � � o o� �3 o m :.� o �, N m° a a �� _" o o �v t a v o- � d °.'v v s�E a „ c o r. � E o°' » u �� a � o.o o v � �O � c °t/—�� °',� c"- .c � �-O m` o .`c � � u� .o� a`� . ° a ,;_� `o o' m � `0 3°° "; Y/ N E-O �U W �« 1] 3 t U� � ' O C p D a O E� � �> '�-� � � .t. �U y� y) � ' m m a�a ° �3 v � o a �.o o aa �o o°' � n a m �o 0 0 � - 3 � 5 � o m o � V j �� � °o� � � o� � oo-� 9� c� o� o � o � oc a �o 0 o o o�� n� .a (/� • 2 ` nm:? rn� � o � "' 3a °Z �o �> °'m oo� ms � � „ a n � ac orn o° j C `oo mo,.°� ov .�.a o �pz '"` �o O1O a�° _o.� m� `o °�. v � �`- EE ��; o q� � 6 ma m��'�� o.° -ao T o�¢ a3 � m �m °u�Om o`� °„�.`m -o � .� s n � �.o rn� E� � V O $�� a� `o.c mD '�� o> o°a 3 `o E= r.a °n D _`c n. �o `o � o o `o E` � � a� °1°� ' V{ 3 .y. .�.0 n�` �u '�o D t pa o �?'� °; o NB�°. �c o °o� o..E �o N'o � � ; ».� Q b om y j °m` � O N 2'0 ^ or- m .dc tro °' a.�'- c oo. 0 2„�o wE no o a 2c o m� `o �� ^` 6. _� '� con � o `oo�m t� �� m -�`._ c_ `on N2- 'c _ � n'o Q'm .� ^-'o� E oom ow o'= u/ � o x m o i�� �o o m�`u m o o m m m m a�m >.a a.:o �`o.E N � .-m m c m`m � m t� �° E r � p � .o_° ua�� u=' o`m`c � pm`o. ?�c m'x md „c°,=� �o v� �� o�u o 0o a °o � �o�� Eo � � �OCO .o`v°c' � � -oc� � aDO °�o 0o dt �°°„ � °T� � °_� `om °- `u o'o c mEm o?� '„� ? �� Doi ` m.00 m� .�a,o E ���a oim �_ � 3 E °n �° ��_u �u o„: � `oo _° Q'o`u 3-°„ °a � . ¢-o .-. 3E� z^°„� aj`o U doo m.mc ct � „ ° °-o o-o Eo � ao. m c °.n o `o� � a� a� mt a q �� � � > > U� u. ac ? � n oa ro`o`o. 0 Qo.o _ � ° o �� � ��Z � LL Q H �i P ,o . J N O. � 0,�•� �Q — � � m o` � _ � Q .- ^ n ¢I O ` N aL'OH�d01 a .� � . s-r� �n 4i `c � N e _0 41 � ? � y..� (� D-t� U y r K O Uw CvUi �Z L n � .'- � 9SM b U�K O1 P �� C O �W O � n � 3 � wZ W Q f �./� �' � m f.* �`� w.O m V cQV � e s o a u '' u�� u°,� ° ° v � F m "+ � c.- � m m � � s p m.m �� m � ma - -N' oi � `n � ' ��. � `<�c � � v� w U �U' w.. Q V p o pr�F�d '�L `o � 3 � �� �� � �� M � � �� W�� �_�-.°-' z� O a=_ m Q� � � � raM � ^ �a ¢. 6 w p w � �°� �w�a m A U '^ cti . � �� po6iPY c i/�i W a m w� �.°,�i ua .. M c��o e � W�&Ly y � v' � ry m ws �w � � �o'?a p���I� � � � �� t u �~ �� O p NP� ¢ � � � ��r Q� 'u-. � wvZ"n � QO� . N� U � .-VJ1�� �y ^ 41J - r�W L'(O Q W �PQO �p ZO�= _.._ � U NOw� � abOH�d01 Q�- Uz a U wo.Zo. � m >- � 2 `os.5 � �� U m O N a�i`o �-° a° ° `�.- . o�`u o � v � � ry � � o c t`� a.[� c.5 N 2 oi c x � � . � ° u�c � ° o` a��Z'°�u �'_ �° � � �:o . . � a� a�= o n� o..� 3--•- � o � c E= Z �c r - o:o � o Y m ��� o o � � m > a� ° o0 oaa� � c-o� ��a� r � '^ N U b �o°�� o�' . �� �o °' a� o m�� = oam a � -x°a Q ��o. 9,�. ° O 6�c � f `� a�- �°CU, 3oao - � °�w o Z� o� mo.a � ° o. a.°-a� S °-_oao Eo `o o- c � `o,-_.- � °.� . W a� co � `uo c � � h�- - S,� n .°-�aoo �� � y. ��NC^� N .. . � �a � C � �- 9 N � O � Z T .�= 6U� N �Upmv'V � O °-8.4-0°_? o-" �o'o�o o E o a�i� � �.c °�'o o�o �,s a3 0 � ` m�- � � G ?•.� �O `o au a.: ° a�'?o� ¢ a��� _ 3 "a �ac-° � �m �- " >..°� m > � � E c °�'- . a mt�c c �� o � o Z..a�w E aa � `r� a> > � ° � .=t o a� V o x� u o 0 0 `m o�� o ao..o 0 a - o � � O u� a=� 0 3 .�UOO.a�o \n `o_ a r �o . o� �`a� � � n-o u u ma� � � om y ,Z � a m A m � .o m� ��3 o s `o��5� :o °'o E q.c o o� � Q ^ - R N.p ~ U� 59 O= C`� � C.-U M N o' 1= _ O . . _ V O Z .. . C .. �U C �� m V __. . Q a ,��° o � U � O- �°'-�-a-ooc U �- ` Q� �,^` `o 0 0 �.�.�N o� . E ° �_ � � � �r � c] \\ � Z�om�,�� ` � � I O 3 W Q \� \ � y.-. /\ � � .r� n J . . O� � � !L v� /� OC ��d O� .. .6. . . * '^ d � Q \' W � � �in D-`n m h J m � Q �m . i I Job Truss TmssType �ry P�Y Essanso q5 EA 9365fi SPEC � � J b R ( ( �f I) .�p 0 p9pJ9MTkld I T 9 , NVRHOmes,X . —.. .._ . .."' _ .' � . . ,, . 14)Designs checked for ASCE 7-05 wind at 120 mph;:windreactions x OS5 will adjust wind lozd reaction to a speed of 90 mph'(0.69 for 100 mph and-0.84 for 110 mp . other coetficients remain the same as shown. 15)SPF No2 and SYP No.3 can be substiNted for SPF Stutl Grade material(ROOf trusses only). LOA�CASE(S)Standard 1)Snow,Lumber Increase=lAS,Plate Increase=1.15 Unitorm Loads(pl� Ved:13=-55.3-4=-55,45=-55.2-12=-20.642=-45(F=-Zb) Concentrated Loads Qh) Vert 11=-732(F� ENGINEEflING BY � 0.'MHING�V Jy d 9rt pw� e[ers nnd FEAD M1TE5 ONTN15 AND INCL�IDED dIITEK FEFEFEh'LE PAGE MII^6]3 BEFORE�15E. ����� D sgnvaftl(w N �7Mlekconneclors.ltistlesB���setlonly po pammet sn °dtles ��r�dthussdelg x�Banngshown I qppficatil�yotdesgnP �a eteRa tlproparinco�pom�onofmtnPOp 1¢� ponsiblty—f0 Id'g g�e no blli�yoRhe � FAAiTeknXilleie " lo�l ttval uppotiolnd doalwebTembersonly A�tlfio�wlfeTP orybbocn�g�ebrldnpde 9 �go�ge emlgmdaece go�tlng. �ector Adtlf�on�I pertnane ���oC ng ol the ove tl shu[hxe u MB W �Y Etlenbn,NC 2]932 � �,.b..i o}nmoe,deLva�Y:emcfion ontl brocing,c �vli AN51/fPl1 Q I ty Cyf da DS9 H9 antl BC511 BuOtling Componen� eie so��e:�de aoae � v � � A a � � E .. � . �_.. .. . : . � _ . _ �� . . . . _ .._ „ �L . - . CL m `o.„_`o 'm � o � � ��m �° � Sd � `o_ a3 ` m u w d �� d. o'm m c�'� c.m E'o L - � E ° `o� �o �°„ a v a o ° .a � �c o c t '� y �'h mm'+' o� �m °. so a�i ? . a� �u E:. v �'o� � m ° s s o�j o ^, _ 3 a 3 ,4/ 7 mm .mo `o c-a °o u °`o o- °a a� °a 'n � �- o °� = 3 ° � od u � O i .P. .C➢r_ O U i >' N N0 ¢2 N O `D O 00 O E DL �' L ➢ � N �c 1]`- O U 7 ,., � �Op� �t..� Oa � OQa �Z p� „� OC Q'] OO c 01� O O O p.m Q "O y � °� � � �N:= �� CO O ;C �Q VO C> 'dO.N � _d �L 6 U0 a a "O pC 001 UO � '� ~ O v� �"O Dd. 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' •- ' _ y-5.5 _ 13-0-0 . , . -0.11<' 4"0-9 4-68 4-645 0.11-4 4-0"9 Scale=1'.39.5 B W �Z 3s6 i 6 4x6= 4x12= . 4 10 ].00 12 3x4� 3 �{ 2 ° 9 B ] y�= 3x9= 3i4— 3x4 I I t3-0.0 6 6-0 GS 12 F6 M1 PlateOtlsets XY: 4:0-3-00-1-72 pLATES GR�P DEFL in (loc) I/detl Ud LOADING(ps�) SPACING z-0-0 CS� MT20 �9���44 Z3� •• TC 0.38 Vert(LL) -0.70 �2-9 >999 360 7GLL Plateslncrease ���5 gC 0.42 Vert(Tl) -�?6 &9 >596 240 (GmundSnow=30.0) Lumberincrease ���5 WB 0.35 Horz(TL) 0.01 7 Na �a yyeight:791b TGDL ��� RepStresslncr' �ES Wind(LL) 0.03 2-9 >9B9 Z40 BCLL �� � Code IRC2009/TP12007 (Matrix) BCDL ���� gRACING lied or Sb-1 oc purlins, except LUMBER 70P CHORD Structural wood sheathing d�rectly app� TOP CHORD 2 X 4 SYPNO2 end verticals. BOT CHORD 2 X 4 SYP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W E8S 2 X 4 SPF Stud M7ek recommends thal Stabilizers and required cross bracin9 be Installed durin9 tmss erection,in accortlance with Stabilizer ' - Installation uide. pEACTIONS (�aa Horz2=360(�C g�(min.0-1-8),2=53fi�0-3-e (miP.0-1-e) Max UpIiN7=269(LC 9),Z=-�931LC 9) Max Gra�7=664(LC 28),2=826(LC 28) FOFCES Qb)-Maximum CompressioNMazimum Tensio41 O_-064/88,4-5=425/126,S-C�-179�53,6-7=-587/281 TOPCHORD 1-2=0/46,2-3=-1079/173,3-��5�25, BOTCHOFD 2-9=-383/847,8-9=69/140, `\,��ti�1�SF�T���L'/l�� WEBS 3-9=-4b9/244,5�8=-625/291,6-8 280/561.4-9 74�152,5-9=-214/573 y J� i. NOTES (12-13) ,' . .`� ��i„ '7 �j W ind�ASCE 7-OS 120mph;TCDL=6.Opsf;e s�d;C-C for membersaand forc e��8 MW FRS brV eactiolns shown:abumber DOL 1n60 C ` �<`,S` `, r?� � EMerior(2jzone;cantileverleRantlnghtexp � '�<r� ��<"� �n ' see load cases;Category II;F�cp B;Patliaily _ .cY-' ;.r� " • ����"' � plate 9rip DOL=1.60 . �- p)"TCLL ASCE 7-05{P9=30.0 psf(9round snow)',Ps=varies(min.roof snow=23.1 psQ -- " 7 �` 5�Gl�1:�.'��? '� ^ � Exp.;Ct=1.7.Lu=50-0-0 _ , 3)qoof design snow.load�has�tieen reduced to account tor slope. �� . �T��t Gr : � - 4)Unbalanced snow loads have been considered for lhis design. , ' � ;�a � �i��` e:;�C I F.�iV:•'�$' �� �5)This truss�has tieen designetl for greater of min roof live load ol 76.0 psf or 1'.00 times flat mof loatl ot 23.1 psf on over angs �,� �e` nonconarrenf with other live loads: �j� 6)This truss has been designed For basic load combinalions,which include cases with.reductions for mWtiple concurtenl live loatls. i'(F//����• �`�q`\` � 7)Pmvide adequate dralnage to preveniwater po�d��9� . e)i hls truss has been designed iona 1�Apsfboriom chord Irve load nonconcurreni wiN any oNer live loads. g)'This truss has been designetl for a live load oi 20.Opsf oo the boriom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i/���������\�� will flt belween[he bottom chord and any olher mem6ers. late ca abie of withstantling 269 ib uplifl at loint 7 and 1931b uplift at 10)Pmvide mechanical connection(by others)of[russ lo beanng p P . �t'` �/ �O�� joint2. V 17)This truss is designed in accordance with Ne 20091ntemational Resitlential Code sections R502.11.1 and R802.10 2 and referenced standard ANSI/iP,l i: l� ' ' 12)Designs checketl fior ASCE 7-05 wl�at420 mph,wind ceactions x 0.56 will adjust wintl loatl readion ro a speed of 90 mph(0.69 for y 1� t DO mpti�antl 0g.84 for 11 D mph).All other.coeHicients remain the same as shown: Co�tinued on page 2vP No.3 can be substituted for SPF SNtl 6rade material(POOf tmsses only). �j \ � / � . � p�J RI BY�� � WA.4MNG V�.(y tl¢n9^P �crs ond READ A`OTES ON I'ffiS fJiD INCl� 1e�M1OW�Ond E�P'O�illtlNb I b?��9 COTp��¢nf. abosetlonlY P°^P°� er-noifriissdeag er.Bmcingzha+m qMiTeknnllia�e De gnvaftli roe nlyvnihM'iekcormecid?�otpw 9ono(comp��ent srezpomtilNof�✓Idngde g qppl cabiliN of des gn pa m ters nd proper qtl�fi�ml tempp ary bmcing ta nwre stoti hry tl nn9 mrss e�l gV�h�ce regarcfng of ihe ' fo laferals pp� ��ndrvitloolwebmembersonly . 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Q N N N� � � �. �n E �.i � V �` .O Nt C C �.b ��O=.S O a U O Q a C _ O� J D ::w p N O X j V O O N �� O Qa U � q .Z Q ° :° °-o°_ a�i "' �o =' m a�-a� � � u� Qa aa,`os 'a� m-� E °om3 ; 0 ��- �- .'L * � a o � 3 ow t9 �s o:c �,����.c .. _ o.o��U��� � - 0 2 Z� - �a,'O o�u V - e n •' c ^�� o � U aoaUi�� °�� c : � � i I a ° w � v°Z`o a�'�:°°..o � w w �' m c a�Om� cU W O � O ; Q a a� F x � Z ;�^ � . «` '�^ a �" "�'" Q ���. m.:: . . . a J m vZ ��, � � Q Om ob Tmss TrussType �ty Ply E555022] OROERS EN-9365] SPEC 1 1 Job Aeierence o tional� NVRHom¢g,X 121�sNOVtfi2009MiTeklndus�nes,lnc.We40ec1614�2-1]2009 Page2 LOAD CASE(5)Sfandard = 1)Snow:.CUmber Increase=1.15,P�ate Incroase=1.15' ""°'° ' "' -" ' � -- �' - -- - '- � --�� ' ' - - Uniform Loads(pl� Vert 1-4=-55,4-5=55,5-6=-55,2-7=-20 � WAAM6'G Vmfy d 'gn puiumete E RE.1D NOTES ON SHIS AND IM'LU➢&O ffiTEK REF&RENCE PACE tNf 0403 HEFOAE[IS& ENG W CCCESSSEF111IYYYNG BpY.�1 Des 3n val d for ase onN t�Miek connectws.ilio design k basetl only vpon parameters sFio ,antl is for a ntlrvitival bvpding o ponenL ����� Appl�cobl ly oi tlesign pommefers antl pmper izorpotafion o�mmpone 1's�esponubil'Ay of b Itling tlesigne� twf huss tle98�/8 �nB shcvm 61d101EIpI5VpPCROfIIIdIV1dVOIwebTEft1�2!$Of11y.AtltliM10ltll1¢TPOfCry�laCingtoillMES10bIIfl)'dVnngCOnShVC�OlIi5tt1¢fES�JORSibillll)'OffllE � pMITekAIlllia�B eredor.Atldifionol Dennoneni bmcing o(tM1e avemll afrucNre 61he reaponsibili�y o11he builtling tlesiB�er.Fa geneml�9odanCe regaNing tobii[ation.quolitycon}rol.itomge;tlelivery,�eretfionontlbmcing.[onsolt ANSIRPIIpuafMCriletla,�S6-99ontlBC511BUldingCOmponent 81gSOUndsideROatl Salely ln(wmaNOn avallable hom imss Plafe InsMiute.J01"K Lee SheeC Sotle 312 Nexontlna.VA�311. - Etlentoq NC 2)932 N � d „}„ n A � °�s o � _ > E o c o °c'� � `o- °3 _. � Q. 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T�u Dec 1]1T.59.00 2009 Page 1 ORDERS EA-9]OBS . : ��.NVRHomes.% - . �. ._ _ .. t228 . . .1&De._.- . .- _ � SN-9 63-0 G10-0 Scale=1:85.1 Sx�_ 5 800 12 3x4 i 13 4 3x6= 3��i 3x4\� 3 3x6= 2 3a6= , „ lo . __.... , - o B 12 6 � a 9 3x6= Sx�_ 5x10 II gxq= 140-0 41-0 gtt-B 41-0 PLATES GRIP PlateOHSets XY: 9:0-6-50-2-8 CS' DEFL in (loc) Vdefl Ud �p 197��qG LOADING(psf) SPACING Z-�"� 7� 0.81 VeA(LL) -�1.34 6-8 .>658 360 23:1 tJ5 Ve��T�) '0.62 6-S >3� n/a TCLL Plateslncrease gp oJ0 _��p �� Na (GroundSnow=30.0) �umherincrease >>5 Wg 0.38 Hoa(TL) WeighY.1321b TCOL ���� RepStressincr YES Matrix) W�nd(LL) 0.06 8-9 �999 Z4� BCLL ��� Code IFC2009lTPI2007 � BCDL 10.o BRACING lied or 5-4-10 oc purlins, except WMBEFi TOPCHORD StructuralwoodsheaMin9directlyapp end vedica�s. TOP CHOFO ?X 4 SYP No 2 BOT CHORD Aigid ceiling directly appFe�6�7-ti-13 oc bracin9. gpT CHOA� Z X 4 SYP No2 W Egs 1�Row at midpt WEBS 2X4SPFStud'EeceP1' � 5-6:2 X 4 SYP No2,4-6'Z X 4 SYP No.3 or SPF No2 MiTeK recommends ihal Stabilizers�and requi�ed cross bracin9 1-9:Z X 6 SYP No2 be installed during truss erection,in accordance with Siabilizer OTHEFS 2 X 4 SYP No.2 Installation uide. REACTIONS (MaaHOa9=6�2(LC9)�min.0-1-B).��=����0-3-8�(min.0-1-8) Mart UPIitl9=-441LC 9),11=524(LC 9) MaxGrav9=826(LC 14),11=931(LC�14) 3-¢-68�45,q'7g='217I0.5-13=-103/N5.6-10=-344/673,b-10=-344/fi73.1'9=-729I101 FORCES (Ib)-Maximum CompressioNMaximum Tension TOP CHOFD b2=-1043/17.2-3=$25/7� ... . .. ;. BOT CHORD Z 8_295I954,4-8=18M497,4-62-b93/�489951 1?-93ti 24910-11=-18l30 \`\`�:,'.�.,..... .:h/���/` . W E85 .\ S��'y ^�l,h. NOTES (>>'�?� 7CDL=6.Opsf;BCDL=6.Opsf:h=25f1;CaL II;Exp B:enclosed:M�^1FR5 Qow-rise)gabie end zone and GC��' ��.. : l, . �)Wind:ASCE7-OS{'120mph; ' ,� �`�> �1',, � �^ J . �'" EMeriof(2)ione;cantilever left and right exposed;GC for members and brces&MW FR BFOPaRialy Ezph Cf;�Wmbei DOL=1.60 `�\.'� 'a�k�i,,�y � . plate 9fip DOL=7 fi0 Ps=23.1 Pst(roof snow):CategoN 11:Exp _ �. nhi i�n'��� �.. 2)TCLL ASCE 7-05;P9=30.0 pst(ground snow)', ^ _ NQ u,_' 3)Roof design snow load has been reduced to acwunt for slope. { ^.r F � ' `Jw "_ 4)Unbalanced�snow loads have been considered iorEhls tlesiga . o[her live loads. � �� 1 � S This truss has been desi9ned for basic load combinalions,which include cases with.reductions ior multiple concurrenilive loads -p �. /V���. A��?�°�. 6)This tNSS has been designed for a 10.Opsf bottom chord9ive load nonconcurrent with any /// `J 4 7�'This tmss has been designetl br a live load of ZO.Opsi on lhe bottom chord in all areas where a rectangie 3-6-0 tall by 2 0 0 wide:��<; j r� will ft behveen the bottom chord antl aoy other members,with BCDL=10.Opsf. ,/���//�r��A�}���````�� 8)Bearin9 at joint(s)11 considers pa�aothe s)ofltruss to 6ea 9 P al e ca'ablelof w9hstand'gUl4d 1 6 uplift at�lo�99 and 5241b uplitt at // s/! \� capaciry otbearing suAzce. p g)Pro�ide mechanical connection(by � joint 11. 9�� 10)This truss is tlesigned In accoPdance with the Z�9 Wi d reectiolns x Otl56 will ad'ust w nld load5 eact on to a saeed'of 90 m h(0.69 for {1 i l !1 � � P P ,�UL V referencedstandardANSI/TP��1� 1 / - � 11)Designs checked br ASCE�-0`'All othe�cqe�P ents iemain the same as shown. � 100(�ph and 0.84 for110 mph). - . /1 S, / � �p)SPF No2 and SYP No.3 czn be su6slituted forSPF Stud Grade ma!erial(ROOt trusses only). / / l LOAD CASE(S)Standard / � INCLUD£DffiTEF+�FE��EPAGE8JI44�3BEFOILl1�E. / _ � BV�� � aD xoTes ox rH(s ANn a d. �a i�div tl al bulding�omponent. t A den9 P ametcrsa d'�" gni Y� ! 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NVRHomes,% _ �-0 13 2-410 � – - �—'ia-�a - ' ia-:r. __ . . �- - $cale=1:9.1 3x4= 2 1000 12 3 1 3x4 O 3x4 Q 29-10 2-4ID PIa�eOflsets X, : 29-2-0�Ed e ' LOADING(psf) SPACING 2-0-0 CSI �EPL in (loc) Vdefl Utl PLA7E5 GRIP � TCLL 21�`' Plateslncrease 1.15 TC 0.04 Vetl(LL) Na - Na 999 MT20 797/144 (Gmund Snow=30.0) Lumber Increase 1 15 BC 0.07 Vert(TL) Na - Na 999 TCDL ���� RepStresslncr YES WB 0.00 Horz(TL) 0.00 3 Na Na Weight6lb BCLL �� Cede IRC2009/TPI2007 (Matnx) BCDL ��a BRACING LUMBEH TOP CHORD Structural wood sheathing directiy applied or 2-9-10 oc purlins. TOP CHOFD 2 X 4 SPF Stud gOT CHORD Rigid ceiling direclly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF Stutl MiTek recommends that Stabilizers and required cross bracing � . be�installed dunng.Wss erection,in accordance with S[aDilizer Ins�allalion uide. REACTIONS (Iti/size) 1=b3/2-8-10 (min.0-1-8),3=83/&9-10 (min.0-1-e) Maz Horz 1=34(LC 6) Max Uplifl7=24(LC 8),3=-24(LC 9) FORCES Qb)-Maximum CompressioNMaximum Tension TOP CHOFD 1-2=-65/41,23=-65/41 BOT CHORD 1-3=-13/38 . NOTES (9-10) `\\\\lll{. . �)W ind:ASCE 7-05;120mph;TCDL=6.opsf;BCDL=6.Opsf;h=25ft;Cat.II;Eup B;enclosed;MW FRS Qow-rise)gatile end zone and C- ,:,'�i�.. Fxterior(2)zone;cantilever lett and righl exposed;GC foi members and forces&MW FRS tor reactions showq W mber DOL=1.60 \`�E� .��I�i ,,�:.A plate grip DOL=1 fi0 ��'�\�y Y �' 2)�TCLL:ASCE 7A5;P9=3�.0 psf(ground snow);Ps=21.5 pst(mof snow):Category II;E�B;Partiaily Ery.;'Ct=1.1 ` y J Q- : (�. ;%_'. 3)Roo�.design snow load has been reduced to accouni for slope. � � , r�-' , 4)Unbalanced snow loads have been consitleretl for this desi9n. ` ,�: <.. 5)Gable requires continuous bonom chord bearing. � _ , . \.,_��� � 6)This tmss has been designetl tor a 70 0 psf hottom chord live load nonconcurrent with any other live loatls i,� i)l T^`cOr ; w � 7)Provitle mechanical connection(by others)of truss to bearing plate capable of withstanding 241b uplift at joint i and 26 Ib upiitt al !.� r S � joint 3. 8)This truss is designed in accordance witfi the 20091nternational Residential Cotle sections R502.t 1.1 and R802.10.2 and reference�'��'•, �N�I'{\,xj„���\`` slandard AN51/TPI 1. 9)Desi9ns checketl for ASCE 7-OS wind ai 120 mph;wind reactions x 0 56 wiil adlust wintl load reaction ro a speed of 90 mph(0.69 tor �i�//nS.fGn�AL F������ t00mph and 0.84 for 170 mph).All otfier coeffcients remain fhe same as shown. ///i���'I't'�",,,1�� 10)SPF No2 and SYP No.3 can be substitutedfor SPF Stud G2de material(Roof trusses only). LOAD CASE(S) Stantlard JUL 4 �'7 �1t � _ _ i_ _ _. . j '� , � ����/�, r�,r � WAFMNC-� fJ design pn � [�rs antl RSA➢tlOTES ON TIItS AN➢(NCLUDED M1VTEP.FEFERENCE PAGE bN�}93 BEFOAE USE. —ERGI EFING BY�� pesi9��alk for us onry wifh M1ek connecfors:ih6 des9^�basetl onry�pon parome�ers shown and u i an indvidual budd g componenf. Appllcabiliryofdeugnparome�ersantlproperincorpoationolmmp e����in�toosoresloblyd�unngcns4ucTOO¢M9espor�b'JfNSOfMe � ��nMiexnhine�e u�w Ia�emi nOPo�of ntlrv�doal web embers oNy Atltl f ,al temp ary 9 819 5oun4sHe Road erecto�.AddifiO*al pe M1 I M�b e.tlefrvarv e�ecfion annC Gocingec n�su��5 ANS RP11 p�a M CdtetlO Dr30-09 ond BCSII B��tling ComponeM Etlenfon,NC 2)932 _ � � O � � z _ �, _ N v- �_ E oL o �, a= ` O. m `o � o m`. D o � m � m� c 'ua��i °� � 03 O . �`o �N �c � t� n - � m °- o ° a £ n >�' �-� 'om � � �N N�.E U v�i ��O L C 0 � O � '='U C � N n O � J C U C O p L � W mmw o2 �� c ° ro � - n� Dc�O E� oi D : �' �°, s .s oU ;O m •F.. � �m m o ° �'o n o u u o a'- �o o m � p_ `a d � o o _ o }! O � .„7 t�- pU s >' N NU dd NO O � .00 � E �L d t D N D �� �m O ��/� U � .�. � �Op) .L.iP ON OO- .d�n ac C.� O� O,- p0 C �p � p Q OQ� �Q "O s/♦ �C .�. ` ��r �� CO �O � 3C �Q VO C� D �C OW �� ¢ U � n n D ppC OOi �U f� � � �O p d�c�D DN �d O �DZ r.c �p O�^O 'C�O -a � NN O � 3� N N � Et C3 O V O C a'° ��a-o o'� oo� L U`a > nb �o.E °� °��' °o mn �rn °m m � �� �mai m 'm m �L1^� V p u�: -a'o��� a,� '2�t m Qy� '3 `0. E� `a o.�.o °- °, �`a om mo ,`o °' � Ea� �m 5 rWf� O N Dp � or�m m.� rn_a � o'° �o `oo��. o`0 2�°o `mE Do �o �r o �� u° �£° `o�ai c'm W � � o� �on`-O bo mom � oa °1 mm :�'m -° `020 �o.E N� a.� v� o m� i �ra� o`m E� ,^ p` „ mnm m.� .am.,� y E m � m com mv . �`o �a� c oc v � n.: � ° ����„ ov o `m'c_ .°10 01.m`a �:�.c� m�x �'m o:�D �a: Eo -o� o a `o.p� f � �o V O � o_ . �- `o ° d� �`o o c o`.� o c�._ o'v � ' � p� ° o �=�5i mE -o°c.c m °_90 c��o o`o m� `m�o� nm 'O-d `oo� ° o u o'o �c 01Em od_� �p . � i O .Da �n.o'o > u 'mo E ,uo`o .-°'y .�� �3 E °� ' �y °��u �u or c oo _° �o$ 3a� °a � � aa ��3Es z° aao u �°oo °'.� �t ��' o�¢o oa Eom ao � � � a o °.�m �Dp m� a o.` �., » .U�'o �ac �� a on m o oa � c� � �c mz O o`� U oo � � ma o� oQ u- ❑ c+ n v ,o � � - � � 0 P .� ._ � � p � �O � O � � ^ N O210H�d01 � S `T S'>J h � � O N O UI � X N V� M V Y rv- K C O O F N � Z L n �.O � 9� �o U� � n ��„� C'� o LL 0 � N 3 ° �= a Q f V� � � ° �, '�' "�\'� m v N � e °' }�� O � V � u� w� � � p ~ � C A W /y�/ � O � x�- uW-, � o� o. f� s �_ u y� � en w (� �U' Z Q N o�. O ' :� p'�y `y �L b' � 3 � Z? p O N^ � 1V a� i� � � O O Jm w � w� � �O 1� .ow 'p�q`� = L LM k ^ �- Q 1 P w � 4 z�A .W /� U Q� ri . � � p�g� yi a m zy W Q �n.-.-.�o WwB�I `w � �' O � m Z� 3u�i � .0 ��o`�,�rn ��II� c � � � u" (7�.�, ak O p �°�� ¢ rn '� u.x 2"' U Q wc„iwM �.�. � � s i- Q� o-- N ^''T z Qo . � U �' .-.�nr�W W ^ 8J F?w �.m Q w �rnmo f m =Ow O� O U ��c°7�.-. 4210HJd01 �Q� UZ, d U wrnzm � m -- } L J OL C C U p� O X NO N� � 00 C ]} _ aU .O � N N � .N � �n O C� O� C � N � ' p) � N � o . � ou�� N coo � �ou �� a.c Z �� � :4� � m mo N �-ao� 3�u� � o��.o c Eaa� � c oa £N m o o � � a� » o0 0 ��. � 'o��`o� c� mo a � °-� o � o�E � coo� cU `c.=a .Q ���o�.�a o0 0 � �; � caE� �°.�.w 3v°a�o � � °c'woo� . .- o� a��o� , �o o u o a� ❑ o'a�°- E o o c- c � o����w � w � � Oa� E. �� " ��° �v c ��ca� Z �.Q- ° 509 0 ° ° �� � � o'� �� � _e ` � a � m � o Q a a�'- �° °:_. °� �� o.m w� � O O.bOQa O> .� 90-00 0 � om.c � 9.ca�.a ooN� a3o � om�- p m` `^ c >,� X° o Eaaiu oN 'oa�"'`o� Q �C� N ^ 3 ��ao°- �o Z �� �ga d. a� a� �.� a� > v �t �_m` U o x � �-u� �o o a� m m `p a.o�� o �.. E o> > � ° � `_o � o u o0 a U`oo¢o - `oa -o s6o � c m-`o a� O � ma-o uQU� � �-° oom`3 Vf z �- � « aN � o� � •am . ��- os � a�.c E oc a p � �� . vc 3 t9 S.no:� S � � 'c oo�VO� °� O. � . p . a o� z . . . . . �� cU c m� maUi. � Q � °.� U v° �°>"- �= r�° p 0 +�w -o�o o c � ^ u � N � m �\(�\\ O Z a�p m� �U . � W I I O O N "A � \ v N .. A a ; - O� � �X/. � � ; z za .. .� d ¢ � J V ~ \, Q � - OJ_ d g m C Z N U - Q ❑61 Job Tmss TmssTypz rOty Pry E5511BB3 OR�ERS VT-010]2 VCOM I> > . Job Re(erence opfonap NVR Homes,X >200 s Ocl 5 20�9 NTek Intlusines, nc. 2 5 56 2 9 g • _ . 2-940 S)-3 �-._. .- .. . .. . . .. . . . ae-ie.,, . _z-sio . _ Scale=1:iJ e 4x6= 2 10.00 12 3 1 q 3x4 G 3x0 I I 3x<O 5-]-3 5-]-3 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/detl IJd PLATES GRIP TCLL 215 Plateslncrease 1J5 TC 0.10 Vert(LL) Na - Na 999 M720 197/144 (Ground5now=30o) Lumberincrease 1.75 BC 0.09 Vert(fL) Na - Na 999 TCDL 10.0 RepStressinu YES WB 003 Horz(A) O.W 3 Na Na BCLL O:D Code�IRC2009/TPI2007 (Matrix) Weight161b BCDL 10.0 LUMBER BRAqNG TOP CHORD 2 X4 SPF Stud TOP CHORD Siructural wood sheathing directly applied or 5-7-3 oc putlins. BOT CHORD 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oG bracing. OTHERS 2 X 4 SPF Stud MTek recommentls that Stabilizers and required cross brecing � . be installed duiing tmss erection,in accordance with Stabilizer Instai�ation� uide. REACTIONS QWSize) 1=713/5-73 (min.0-1-8),3=113/5-7-3 (min.04-8j,4=171/5-73 (min.0-1-e) � Maz Horz 1=83(LC 6) Max Uplittl=-51(LC 9),3=-57(LC 9),4=13(LC e) FORCES (Ib)-MaximumCOmpressioNMaximumTension TOP CHORD� 1-2=-70/54,2-3=-70/49 BOT CHORD 1-4=21/43,3-4=21/43 _ WEBS 2-4=-11182� - - .. _ .. NOTES (9-10) 1)W ind:ASCE 7-05;120mph{TCDL=6.Opsf;BCDL=6.Opsf;h-25k,Cat Ii;Ery B;enclosed;MW FRS Qow-nse)gable end ione and PC EMerior�2)zone;cantilever left and right ezposed;GC formembers and forces&MW FRS for reactions shawq.W mber DOL=1.60 \\`\�11�ti1t�T(�Jl�!{�`�1� plate grip DOL=1.60 2)TCLC,ASGE 7-05;Pg�0.0 psf(gmuntl snow);Ps=21.5 psf.(roof snowj;Category il;Exp e;Partialty E�.;Ct=1.1 `�t�\`y R'.. �<,„_, �ff 3)Foof tlesign snow load has been reduced�,to account for slope. `� J • `^j C,t,':-. "' ��� 4)Unbalanced snow loads have been considered fonthis tlesign CC :��,C:1"� 'S '� �% '` , 5)Gable requires continuous bottom chord 6earing. � � :�- � " 6)This iruss has been designed for a 10 0 psf bottom chortl live load nonconwrrent with any other live loads. _ _ — 7)Pmvide mechanical connection(by others)of truss to 6earin9 plzte capable of withstanding 51 Ib uplitt at joint 1,57 Ib upliR at joint 3 _ � i,�� ��i;i,e^i�� F5 .r,r, ,_ �and 13 Ib uplift at joint 4. 8)This truss is designed in accordance with tha 20091ntemationalAesidential Cotle sections,R5�2.11.7 and R802.102 antl re'erenced G �] i 5�����=n�� . �� � standardANSI/TPI.1. � n •^•. � .�'2���.�� 9j Designs checked for ASCE 7-OS wintl al 120 mph,wind reactions x O.Sfi will atljust wind load reaction to a speed of 90 mph(0.69 for �i�� '+r�G�Y`:��� C? \.�� 100 mph and 0.84 fo�71�mph).All othermeHicients'remain the same as shown: � `s.f` \ �� 10)SPF No.2 and SVP No.3 can be substiNtetl for SPF Stud Grade material(ROOf trusses only). /,��j���Ll'�'�"t11\`\5�\F � LOAD CASE(S)Standartl , Ji1L 0 7 y'g°(; : . � , ,., ;-�' -; � WqAMNG-Venfy d i9n pwnme( s vnd�%O NOTES ONTHIS ANIIINCLODF.➢�TEX RF.FEREMIE PAGE MII]693 BEFOAE USE. . � E ��� O�gn valitl for vse only vitt�M7ek connectas:fiis de g u ba etl onry upon pammeters sno and 6 for an nd v tivai bvN g. ponent. V Applicobilify ot desgn pammeters ond proper u+�orpomf on of component u respons bT N of b Itl ng tles g nof imzz tleagn v Broc rg xtovm � 5 for latemi soppotl oi intlivitloal web members onry.AdtlmorwHempor ry bmcing to nwre stob firy dunng conshvchon¢ihe r Po� b Ility ot tFe A MrtekaHillele ere[ta.Atldi�ional pertnanent bmcing ot Me O�erall shucNre k the respomibliN of Me lwtlQng tlesigner.Por gerieml goitlance rega�tling fabnCafion.qoali�ymnhol;storage,tlelivery.e�BCfionondGacing;mnsol� AN51/iPtlOualilyGXcna,�5&B9ond!<SIIBU�LIn9COmponmt g105ounasideRastl Solely In�ormafion av table_hom imss Plate ImfiNfe.]81'N.Lae Sheet,iuRe 312 Alexandna.VA 4231 d Eeenron,NC 2]932 � Q� � � ,o-�, E m � . 4p . > - . E - 5 c � m.o "' p . . o�3 - . `m Q. `o d `o `m D . o � m� m _ .c o 'u m s '$ „ n= m O m , Eo .m . ac � .o '� n`o� =�d °- -°c v a°c ° 5 uc `oo s mm � 01�c c m co � _ m E o� �u �c m ,�A� � °'��.�i ��:E a ? -o� `o 'o � J . pn� -o� E� H D' = m r s s �U 3° °1 W � m� mo° �"o mo o ° ° $� `c-O °`o �a �OE �o� q �m :° � � y„ �? o � O ,.T. �� on� to `t v mc_ >_ c° °m o � ° m oc ° m° a ° o nu ca `o � CJ � � m a°�d om � oo_ ni on � v `m � � 'a m� 5 c „ a n u >c om � � 'O C `�i, oo�`o -�om °in °o� '��: or .°'� m`o ��a v `� mm o ° `. m `m � E�E ��; o � — _°3 covm o ° �o ° ° °„�¢. � 3 � m am °u°m o� o.m dc o� � n °1 n�Oe °'> m � U C °'° .�ao-o � Q �.� � � �°� -p �E t m o.o� oa r� tm � m m � � E n� -mo� � W 3 �' � � d °c�OO �mo tiaa �o rY-� mo m� �a �oo �� a��i� t� �0 3 �� o ��.�o � ' °�= 1].0 d' .m U "O C L N N U�� � P .O .-. "'O O E �O p� O '] '_' O � p� O m �._ � o d ."°a E�a� d ° om� o ��a��i EG �m o`m c°o:d m�� £ °'. �`o � m °c � � � o=m t�� ma . v O L OX O� �� �UN O�` d n` � LL O ro °'nm=o ��. o`m °-' � ��o`o „�c mz :'a� o:2� '" `o d� �a `oo � °'o °- ��o� aa��°-' �O p o- �o �5 � � � o t m a._ � o m m . -o c .c c 4 5�_ �o m °' c u .�- � o0 o2��a� mE ��a�.d m o.��o °�> oo. mr �.� � a� �.a� o�m u.` � ua .� �Em o2ir o_ Q7 �° a` � a��e "o `r E mo� �,�c � c n �n o mm:` .c � E�� m oo -° o`u 3� N �a rn_ ma� '"�3 0 �_�- u- c n.. C £ �° o �-°�o�o'a > u >.�.o u� o � d= w E:QE mu u o ° m c cg o °.�m °1 o m,�, � a._ m o o m- � o._�o ^m c � P m o 0 0-o E o m 4 0 0 . . . m o '>U � Qa 23 E� z„ a`.�o V a�9 0� �„ > j U.�'o a� ��Sa oa m `o U Oo 5 � m ¢ � o� oQ IL � N t7 P h b CO O N l7 V h 1� 0 ^ O 02JOHJ d01 ° m L � S9� � W � ° _� W X N `y 9� U Yy � 1� � - U w " � �Q OZ t n � C O � 9£M � U Q Q K _ �`� �~ WLL Q Q � � � O WZ W L ��/� O � W� } m Q � s t �/I ��Q U Z'3 U0 ❑S. � p V � � e a �'m U . 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TTUNw121554:082�09 Page1 42-1 I 9A-13 . - . . 42-] . 42-] . ,_ .•. • - • .. "'. . �. 4x6= .. - • . Scale=L252 2 5 fi 10.00 12 3 i 4 _ 3"4�i 3xa II 3`°O' 8-0-13 8-0-13 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Utl PLATES GRIP TCLL 2�.5 Plates Increase 1.15 TC 0.44 Vert(LL) Na - Na 999 MT20 197/144 (GmuntlSnow�0.0) Lumberincrease 1.15 BC 022 Vert(fL) Na - Na 999 ' TCDL 10.0 Rep Stress Incr VES W B 0.05 Horz(TL) 0 00 3 Na Na BCLL 0.0 Code IFC2009/TPI2007 (Mahix) ' Weight 2416 BCDL 10,0 LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Structural wootl sheathing directly applied or 6-0-0 oc putlins. BOT CHOR� 2 X 4 SPF Stutl BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 5[ud MiTek recommends ihat Stabilizers and requiretl cross bracing ' be installetl tluring huss erection,in acwrdance with Stabilizer Installation- uide. REACTIONS (Ib/size) 1=180/8-0-13 (min.04-8),3=180/8-4,73 (min.0-1-8J,4=271/8-4-t3 (min.04-e) Max Horz 1=-131(LC fi) M�Uplittl=80(LC 9),3=-90(LC 9),¢�21(LC 8) FOFCES (Ib)-Maximum CompressioNMazimum Tension TOP CHORD 1-5=411p4,&5=-41/e6,2-6=-00l74,3-6=-111/63 BOT CHORD 1-4=33/68,3-4=33/68 � WEBS 2-4=176/92 NOTES (9-10) 1)Wind:ASCE 7-05;120mph;TCDL=6.Opst BCDL=6.Opsf;h=25R;Cat.II;Ezp B;enclosed;MW FRS(low-rise)gable end zone and C-C EMerior(2)mne;cantilever lek and right exposed;C-C for memtiere antl forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)'7CLL ASCE 7-05;Pg=30.0 psf(gmund snow);Ps=21.5psf(roof snow);Category II;6cp B;Partialty Exp.;Ct=1.1 3)fioof Cesign snow load has been reduced�fo account tor.slope. `,��111I I idj/�� 4)�Unbalanced snow loads have been considered for this design. `��\� �/��E 5)Gable requires continuous botlom chord bearing. ���, „� P STt�`y� . 6)This tniss has been tlesigned for a 10 Opsf tiottom chortl live load nonconcurrent with�any other live loads. L �� � „ 7)Provide mechanicalmnnection(by others)of W ss to beanng plate capable oi wiMStanding 801b uplitt atjoint 1.901b uplitt al joint 3 ` Q- �.\S7.^_w �,�� and 21 ib upfitt atjoint 4. � - _ 8}This truss is designetl in accordance with the 2009 lnternational Residential Cotle secfions R502.11.1 and R602.102 and referenced� - ' �� �� � standardANSI/TPI1. " " � 9)Designs checketl.for ASCE 7-05 wind at 720 mph,wintl reactions x O.Sfi will adjust wind loatl reaction to a�speed of 90 mph(0.69 for_ -�� : itiG.ui:iu��_".:;�' j 100 mph and 0.84 for 110 mph).All other coeKCients remain the same as shown. S;(:-�L� = � '1 10)SPF No2 antl SYP No.3 can be substituted br SPF Stud�Grade material(ROOf imsses only). - `•;�, .� � •��-'�,� �^ - _,(., ',._ �L''��1!<' � w. LOADCASE(S)Standard '�i/�_' _:.t' E�-\�� �������'�lt 1I�1I t t11/;11���v JUL 0 ;I" 20�? ��� - , 1 - . ; - , - !/. ;. � lVAAMNC�Verify d g parame[ tl READ NOTBS ON PFLS AND MCLV➢ED ffiTEl(REF£AENC6 PAGE M➢]9]3 BEtYIRE VSE. � � E I INeEmE1iIpNG BCYm Devgn valid fa vse o ly lh M7ek connec�ors iM1¢tl� 'g rs based onty apon paramEters shown ontl u i«an tl tl I b ltling componenL — ���� Appiwb IM of design pa amelers and p� per nrorporafi n ol componen�u rezponfib I�y oi bultl nB des gncv ot huss tle9gner 8roc ng ehown is br Ioterol rvppotl ot intliNdool web members only.AtlMiorwl temprnoy troang to ruure s1ob1 ry tlunng co shucM1On rs ihe responsibJliiy ot ihe � n MiTek nnii'raie recbr. 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W 41� W X � Z rd' P ' A Q I ' � O Q �' �- Q � N mN (� d . ° '" � J �m cZ wU a om Job Tmss Tmss ype Oty Piy ESS118B5 OP�ERS W�10]4 VCOM 1 1 Job Relerence(aotionap NVR Homu,% Z200 s Oct 5 2009 NGTek Indusines,Inc. Thu Nov 1215:54:09 2009 Page t SZ3 11-2-6 . ,_ � SJ3 � SJ-3' � �" " � 4x6= Scala=1:31J " 3 9 10 10.00 12 3x4 II q3x4 II 7 s 1 .. 4x6�i 8 ] 6 4x6 J 3x4 II 3x4 II 3x4 I I N-2-6 11-2b Plate Offsets IX Y): �7:0-5-5 Edqel fS0-7-2 EdQe� LOADING(pst) SPACING 2-0-0 CSI DEFL �n Qoc) I/defl L/d PLATES GRIP TCLL 2�.5 plates Increase 1.15 TC 0.30 Vert(LL) Na - Na 999 MT20 197/144 (GmundSnow=30.0) Wmberincrease 1.75 BC 0.16 Vert(TL) Na - Na 999 7WL t0.0 RepSiresslncr YES WB 0.09 Horz(TL) 0.00 5 Na Na BCLL OA Code IRC2009/TP12007 (Matrix) Weight:391b eCOL too LUMBER BRACING TOP CHORD 2 X 4 SPF SWtl TOP CHORD Stmctural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHOFD 2 X 4 SYP No.3 or SPF No2 BOT CHORD qigitl ceiling tlirectfy applietl or 10-0-0 oc bracing. OTHEFS 2 X 4 SPF Stud Mi 1'ek recommends that Stabilizers and required cross bracing � tie installed during tmss erection,in accortlance with Stabilizer � Instaliation uide. REACTIONS (Ib/size) t=21/11-2-6 (min.04-8),�5=21/i1-2-6 (min.0-1-8),7=271/11-2-6 (min.0-i-8),8=275/11-2-6 (min.0-i-8), -- 6=275/17-2-6 (min.04-6) Max-HOa 1=-179(LC 6) Max Upliftl=-93(LC 6),5=62(LC7),7=3(LC e),8=-241(LC B),6=-240(LC 9) Max Grav 1=136(LC 7),5=1OS(LC 6),7=271(LC i),8=293(LC 2),6=293(LC3) FORCES {Ib)-Maximum CompressioNMaximum Tension TOP CHORD 7-2=200/135,2-9=440/106,3-9=31/123,3-10=4N177,4-10=140/100,45=153/87 ' 80T CHORD 1-8=46/96,7-8=-06/96,6-7=-46/96,5-6=-46/96 W EBS 3-7=185�55,2-�-238l298,4-6=238/298 NW ind:ASCEO7-O5:120mph;TCDL=6.Opsi;BCDL=6.Opsf;h=25ft Cat II;Exp B;enclosed;MW FRS(low-rise)gable end mne and C-C �\�,"�"„Q"`f„>�.��r•f Exterior(2)zone;cantilever left arM right e�yosetl;C-C For members and forces 8 MW FRS Por reactions shown;Wmber DOL=7.60 �Q�' �'.y n'`�� piate 9rip DOL=1.60 .? v�� •"•. - '^ ���,'��� 2 TCLL ASCE7-05;P 30.0 sf mund snow;Ps=2L5 st roof snow;Cat o II;Ex e;Patliall E j � ������r'""^�' ��^ -' 1 9° P (9 ) P ( ) e9 �Y P Y �;Ct=7.1 `, _ 3)Roof tlesign snow load has been retluced to account for siope. ` �' ,.��;�� � �..% � 4)Unbalanced snow loatls have been con5idered for tfiis design. = p „ — 5)Gable requires continuous botlom chord beanng. = I �,� iJ'.[` - � ' 6)This Wss has been designed For a�10 0 psf boflom chortl live load noncnnwrcent with any other live loads. —' ro � �. r r - � 7)Provide.mechanical connection(by others)o�truss to bearing plate capable of withstanding 93Ib uplik at joint 1,621b uplitt atjomt 5,�Q '. � � "�� :-L, 316upliflatjoin[7,2411bupliRatjoint8and2401bupliftatjoint6. ''i� T `%.�M/)�TS���� � � 8)This huss is designed in accortlance wi[h the 2009 International Residential Cotle sections R50271.1 and R802.102 and referencetl i �n •.,.,,e, �j � 9'oo moh e dc0 B4tfor 110 mp SAII other�croeffi�e�n s�remaio the same as sh w�nst wind load reaction to a speed of 90mph(o.69 for ///���j��'�j�r?i1t1`l`\`����`\ 10)SPF No 2 and SYP No.3 can be substituted for SPF Stud Gratle matenal(ROOf Wsses oniy). LOAD CASE(S)Stantlard J�{._ ( ZQI� � _ - _ i � ' /' /' ! j/ ;/,/� � WqRMNG-Ve�ifyE� y p inmet dR£ADAOTESONTWSANDIATLUDE➢MTF.(CFLFERSNCEPAGEditl>9]3BL!'OREl15E. � � N N qICCCN���GBGYAAA���111 Deaynvolitl�oroseo ry ihMTekconnectors.il�istlesignubosetlonlyuponpommetersshown antl'ofora rW tl olbvldln9comp neni. �' ����� Appicob IBy ot design pamme�ers ontl p oper incapomhon of mmponent u resportsib I h ot bu IQng dez gner not tv Leagn e -g sho.m � is fo I fe al soppat oi indv dual web mem�ers only.Atltlrtoriol tempomry broong b nmre stob I ty dunng conshucf on a t�e respowb IIAy of iM1e q Mirex nnniate� erecfor. Adtlitional pertnanent Wadng of the oremll sfiucNre is iM1a rezpomiblity o�Me bviltling tlesgner.Por general guitlance regortling labrcatton.pualityconbd,afo�age,tlelivery,eraction ond brocing,mrtsvlf ANSI/IPi1 puolily C leria.D5B-99 ontllCSII BoilGng ComponeM $�85ountlsitle RoaE Safey Iniormation avmloble hom imss Pla�e Imiitufe,]BIN.Lee Shee63ute 3I2 Alexandna.VA1?314. 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Scale=139.� 4x6= 3 10 10.00 12 9 3x4 II 3x4 II a z s ._ , . .. 6x6 O 8 � 6 4xfi�� 3x4 II Sx6= 3x4 II 19-PO 14 0.0 Plate OHsets X Y: '1:0-Sb Ed e 5:0-1-2 Ed e 7:0-3-0 03-0 LOA�ING(ps� SPACING 2�-0 CSI DEFL in (loc) I/defl tJd PIATES GRIP TCLL 2�.5 Plates Increase 1.15 TC 030 Vert(LL) Na - Na 999 PRT2� �9���14 ,(GroundSnow=300) Lumberincrease 1J5 BC 0.18 Vert(TL) Na - Na 999 TCDL 100 RepStresslncr YES WB 0.12 Hoa(TL) 000 5 Na Na BCLL ��� Code IRC2009/iP12007 �(Matrix) Weight:461b BCDL 10.0 WPAeER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Stmcture6wood sheathing tlirectly applied or 6-�-0 oc pudins. BOT CHORD 2 R 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF SWd MiTek recommends that Stabilirers and required cross brecing . be instailed during truss erection,in accordance with Stabilizer Instailation uide: REACTIONS (Ib/size) 1=110/14-0-0 (min.o-1-11),�5=110/14-0-0 (min.04:71),7=271/14-0-0 (min.0-7-77),a=302/14-0-0(min. 04-11),6=302J14-0-0 (miap-1-11) Max Horz 7=-227(LC 6) Max Up�ift1=-fi6(LC 6),5=-22(LC�7),�-259(LC 8),6=258(LC 9) - Max G�av 1=118(LC 7),5=710(LC 1),7=271(LC 1);8=317(LC 2),6=317(LC 3) FORCES (Ib)-Mazimum CompressioNMaximum Tension TOP CHORD i-2=-200�150,2-9=-135/144;3-9=351761,340=35/152,440=-135/135,45=-13?l82 BOT CHORD 1-8=53/122,7-8—53/722,6-7a53/122,5-6=-53/122 WEBS 3-7=-189/79,2'8=-241/293.A-6=241/293 ,���}11l I 1!i;i i!;!:rF.. NOTES (9-10) - ` 1)W ind;ASCE 7-05;120mph;TCDL=fi.OpsF BCDL=6.Opsf;h=25ft;Cat II;E�B;enclosetl;MW FRS(low-nse)gable end zone and GC ��\� `,-f}`:-.; �! Exterior(2)zone�,caatilever teft a(W right exposed{GC tor members and torces&MW FRS for reaclions shown;Lumber DOL=1.60 `��- � , � plate grip DOL=1.60 '\ f�' � � -!l 2J TCLL:ASCE 7�15;Pg=30.0 psf(gmund snow);Ps=21.5 pst(roat snow):Category II;Exp B;Partially Ery.;Ct=1.7 � �,._.:�r �. t�`;� -;,��'T 3)Roof design snow load has been reduced to account for slope. � ��`�` � z 4)Unbalanced snow loads have beem m�sidered for Ihis design. _ 9 � 5)Gablerequirescontinuousbottomchordbearing. � �, V� ��`""'���"� - ,"' 6)This tmss has been desi9ned for a 10 0 psf bottom�chord live load nonconcurrent with any other liveJoads � � � � ' 7)Provide mechanical connection(by others)of iNss to bearing pla[e capable of withsianding 661b uplitt at joint 1,221b uplitt at joint 5, i�n ,, ef'�L,!��� �G�` 259 Ib uplift at joint B and�2581b uplitt at joint 6. ., : � ` 8)This truss is designed in accordance with the 20091nternational Residential Code sections R502.11.1 and R602.102 and referenced ����t��i ..,.,.. `� stantlard ANSIlTPI 1. � 9)�es!gns checked for ASCE 7-05 wind at 120 mph,wind.reactions x 0.56 will atljust wind load reaction to a speed oC90 mph(0.69 for '��///�/�'r t�14`5�r���\ 100.mph antl 0.84 for 710 mph).All otherkoefficientsiemain the same as shown. 10)SPF No2 and SYP No.3 can be subslituted for SPF Stud G2de material(ROOf trusses only). 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Thu Nov 1215:SJ:51 20W Pa9e 1 8.413 16-940 _ '__ ._ , '� - - � . .&4-13 .. .- _ .. , . .. 6L13 _" _ __ _' 4x6= $cale=1:4].1 3 9 10 10.00 12 3x4 II 3x4 II 2 4 5 1 � 4x6 O 8 l 6 4x6 O 3x4 I I 5xfi= 3x4 I I 16910 16-9 10 Plat OHSets(%Y)� �t'0-5-SEdq � �5'0-1-2Edq � P'03-003-01 LOA�ING(ps� SPAqNG 2-0-0 CSI DEFL in Qoc) Vtlefl Lld PLATES GflIP TCLL 2�.5 Plateslncrease 7.15 TC 029 Veh(LL) Na - Na 999 MT20 197/144 (GmundSnow=3�.0) Wmberincrease 1.15 BC 020 VeA(Ty Na - Na 999 TWL 10.0 RepStressincr VES WB 0.16 Horz(TL) 0.00 5 Na Na BCLL 0.� Code IRC20D9lTP12007 (Matrix) Weight 6516 BCDL 10.0 LUMBER BRACING TOP CNORD 2 X 4 SVP No-3 or SPF No2 TOP CHORD Stmctural wood sheathing direc[ly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SPF Stud � 80T CHORD Rigid ceiling directly applietl or 10-0-0 oc bracing. OTHERS 2 X 4 SPF SWd MiTek recommendslhat Stabilizers antl requiretl cross bracing be installed during truss erection,in accordance with Stabilizer ' Instaflation uide. REACTIONS (Ib/size) 1=16fi/16-9-10 (min.0-2-1),5=166/16-940 (min.0-2-1),7=237/16-940 (min.0-2-1),8=379/16-9-70 (min. . 0-2-1),6=379/16-9-10 (min.'0-2-1) Max Horz 1=-275(LC 6) Max UpIiH1=-58(LC 6),5=�4(LC 8),8=-319(LC 8),.6=-319(LC 9) � Max Grav 1=166(lC 1),5=166(LC 1),7=237(LC 1),8=396(LC 2),6=396(LC 3)� FORCES Qb)-Maximum CompressioNMaximum Tension TOP CHORD 1-2=225/177,2-9=144p74,3-9=-55/202,3-10=-55/169,4-00=444/162,.4-5=-136/88 BOT CHORD 1-8=-59/757,7-8=-59/157,6-7—59/157,5-6=-59/157 W EBS 3-7=-77�/14,2-8=-292/347,4-6=-292/346 NOTES (9-10) 7J W ind'.ASCE 7-0S 120mph;TCDL=6.Opsf;BWL=6 Opsf;h=25tt;Cat.B;Ezp B;enclosed;MW FRS Qow-rise)gable end zone antl C-C ��p i.,i � plate gip DOLe1 60 tilever lett and right exposed;GC for members antl forces&MW FRS for reactions shown;Lumber DOL=1.60 \\\t�!\�»�r` � � 2)TCLL ASCE 7-05;Pg=30.0 psf(grountl snow);Ps=21.5 psf(roof snow);Category il;Exp B;Partially Exp.;C1=1.1 `���' �.'� _ , ^ ����� ..;n.� `A.��: 3)Roof design snow loatl has been reduced ro account for slope. �� °�� ^�•�=`:?c: ' 4)Unbalanced snow loatls have been consitlered for this tlesign. � �'L '��-�� „ _�'} �" 5)Gable requires continuous botlom chortl bearing, � � � r 6)This truss has been designed For a 70.0 psf tiottom chord live loatl rwnconcurtent withany other live loatls = " _ 7)Provide mechanical connection(by othersj of truss ro bearing pl2te capable of withstanding 58 Ib uplifl at joint 1,416 uplift at joint 5, = f,��_u�;�(; Q� • �� . 3191b uplitt atjoint 8 and 319 Ib uplitt at joint 6. � � ' 8 This Imss is tlesi netl in acwrdance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10 2 and re:erenced � �'' �', '"1i��� '^ 4� ` 'sfandardANSIliPlt ��'n� '���✓���.`��-'�•�? `� 9)Designs checketl�fior ASCE 7-OS wind at 120 mph,wind reac[ions x 0.56 will adjust wind load reaction to a speed of 90 mph(0.69 for ij� 3c �••....• � \� 100 mph andb.84 for 170 mphj.All other coeRicients remain the same as showa //,j S��j.�rAl �• ��\\ 10)SPF No 2 antl SYP No.3 can be substituted for SPF SWtl Grade material(ROOi trusses onty). �/���rJt11t1t"�,�\\� LOAD CASE(S)Standartl ,i�l� p ' ?�1f � AWARNTNG�Venfydsig p rzm 1RPAD��A'0'tESONTHISAMIINCLl1➢EDMITEXFEFEREI�CEPAGEARI]9]3HSFOREUSE. � /q41 PINGBYm I Defgnvalitlfwuseonly NhhLlekconecl linsdeg basedonryvponparometerssM1Ownandnfw nndntlualburW gcomponenL ����■-� Appl cab fM ol des g p� eters-a tl p per ncoiPO 9on ot c ponent u e po aNl ry ot bu Id ng des grie 1 fiuss tlesg er 9roc rg sMwn & �� I hfollmisvppMOtntl�itloalwebmembers rdy.�Atltl4mltempaorybocngto'muresiob'IrrytlonngmrtsivcM1 isiherepo blhtyoithe pMiTeknXiiiate e eciw Atltlihonal permarieni Omang of�h o erall sivcture u th responi b IM ot th bv Itl ng tles gner Fw g er I g dan �egwtl ng fobnwti n quoliry o hol s�wvge,tl f ery erecHon ond Or cng cors It AN51/iPll pualMy CrMna.058 B9 anE BCSII EoOding Componenf B18 SounGSide RoaE Sofe1y1n1amotionavaloblehomimsPbtel��N�e:J81NLeeShee65u�e312Neeantltla,VAY2314 EGentonNCP932 _ Nq, W ' `w OL �, � �, . a= - ry v ' <- ...e. „ o� o.. _ � � � o 03 . . . 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Naa � c ° ,� -ouo 'y �c � c6 Z ��— '� U oN 'u �m`v� U . ` W - N E ' N_ N Q N � O a p��= V U� � N C U �'- � 'Q'moo � o_ 2 0� 0 o Eo �� o �� ma ooN= a3oa�:oo�a 0 °'a ¢-''. ryo o �.o� o« -° m".`o� Q m�� � m-C � 3 �m� O���u °o Z �°' °�'Qa ° °' o� T� � ° � `�o � p oa� ' � ° a'�� a� a�i-° `� °om3 �w� ac o -o " ac =' o. �a�-o � a� � . ab unuE o � � o -o. a Uoo¢ o =� °aa� * m ° om L'- OL � T�� a � a � coUC�°am N Z ��-► �A- . � � �- 3 U' S� o= S��,c oo� moo�� O � ao Z » cU �.cm- � _ . � F- _� � c a -- � - U � ° ��a�o.p�.0 � Q ' o O � Q ((�� � �ONj�7 �`n0 U r. DO LLJ K � CZd�m(� CU � Q U v N � m '^ � J �_ I �O O y J V In ^ i� > A �� W �-} W F � a� � � � .` d P . N � I . � O H V Q W �D Z m.N � � � � Q �m . i , I Qry P�Y E5511888 TN55 TYP2 ob Tmss � � Job Reter¢nce o tionai Inc TM1U Nm��15:54'.532005 Page� Vi-010�] VCOM �Z�sIX;�52009MiTeklntlus�des, oaoeas NVRHOmes.X ' � - " ' ""- 1&]-3 . y.&9 &9-9 y9_9 Scale=1'.552 4x6= 4 tOW 12 14 13 Sx6�i Sx6 Q 5 3 3xa II 3x4 II 6 ] 2 1 8 4to J 9 4x6�i �p >> �� 3x4 II 3x4 II 3x4 �� 3s4 I� Sx6= 19-]-3 14]-3 PlateOtfsets X : 1:0-5-SEd e 3:03-00-3-0 5:0-3-003-0 :0-1-2Ed e 10'.0-3-0,03-0 p�pTES GRIP DEFL in (loc) ildefl Ud MT20 �9���� LOADING(psf) SPACING Z'�'� TC 0.33 Ve����) Na - Ny 999 TCLL Z1�5 Platesincrease ���5 BG 0.17 Vert(T�) �a (GroundSnow=30.0) Lumberincrease 1.1b W� D24 Hoa(TL) 0.01 � Na �a Weight:731b TCDL ���� qep Stress Incr YES Matrix) BCLL �� GodeIRC2009(�PI2007 ( BCDL 100 BRAqNG . WMBER . . TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. TOP CHORD 2 X 4 SPF Stud'ExcepC BOT CHORD Ai9id ceiling tlirectly applied or 10-0-0 oc bracing. 5-7;2 X 4 SYP No.3 or SPF No2 MiTek recommends that Stahilize in acao dance with Stabilrze9 BOT CHORD 2 X 4 SPF SWd be.ins[alletl during�NSS erec�ion, OTHEPS 2 X 4 SPF S[ud , Inslallation uide. REACTIONS (Ib/size) 1�=Za�9'�33�1 9in70-2mia0-2-7�8=269/79-7-3 (ml.P27)�140/97m31mn.70�27)269/19-7-3 (min. Max Hoa1=-324(LC 6) 9=-2&1(LC 9).8=-219(LC 9).7=54(LC 7) Max UPIift1=-113(LC 6),11=-284(LC 8),12=-278(LC 8), MaX Grav 1=202(LC 7),10=266(LC 1),11=365(LC 2),12=z691LC 1).9=366(LC 3),8=z69(LC 1).7=155(LC 9 2-3=2111185.3-73=-149I202.413—55/230,4'14=551218,5-14=-149f201,5-6=-136/93.fi'7=-250/97 FORCES (Ib)-Mapmum CompressioNMa�imum Tension TOPCHOFD 1-2=32v�89, s_g__p06/266 BOT CHORO q=10_187/523-�11'?28ti 33?212"20726665 9,0283�3336 8 9 �69I189,7-8=-69l189 W E85 NOTES (9-10) h=25ft;Ca1.11l EW�B'•endosed',MW FFS(low-rise)ga61e end zone and GC ��,'�.l ' �)W ind:ASCE Y05',120mph;TCD�6.Opsf;BCDL=6.Opsf; `\� .� � _ ��.;� EMerior(2)ione;wntilever leR and right e�osed;C-C for members antl forces&MW FRS for reactions shown;Lumber DOL=7.60 ���ti` ` plate grip DOL=1 60 II;Ezp B;PaRially Exp;Ct=1.1 \�C� :..!� = , u': 't 2)TCLL'ASCE 7-05;Pg=30.0 psf(grour�d snow):Ps=21.5 psf(roof snow);Category (y� - Y_ } ` � 4_ 3)Rooi design snow load has been reduced ro account for slepe. _ t�-' — 4)Unbalanced snow loads have been considered for this tlesiga _ t I 5)Gable requires�ntinuous boriom chord bearing. • others of truss to bearing p�ate�Pa61e of wilhsianding 7131b uplitt at loinc 1,2841b uplitt at lomt�� � t�p.�� �, (;rW. ' 6)This truss has been designed for a 70.0 psf bottom chord live loatl nonconcurrent with any other live loads. / l �, 7�pmvide mechanical connection(by _ ) ; `- ' 11,2181b uplifl al joint 12,284 ib upliR at joint 9.219 Ib uplift at join�8 and 54 Ib uplitt a�joint 7. - ' .ti � h 0.69 for ' `, 8�This truss is designed in accordance with the 20091ntemational Residential Code sections R502.11.7'and R802.10.2 and referenced% standard ANS�TPI L '� t ���' I � g)Designs checKed for ASCE 7-05 wind at 120 mph,�vdnd reactions x 0.56 will adjusl wlnd loatl reaction to a speed ot 90 mp ( ` `l;iiil;`.i�.1A . 700 mph and 0.841or 110 mph).All other coefficients remzin ihe same as shown. �:;� 10)SPF Na2 and SYP No.3 czn be su6stiWted for SPF Stud Grade materiai(ROOf Wsses only). LOAD CASE(5)Standard JUL Oj// L��� i . _ . . �� ;���,;�� omPO�e�r '�� ������ , AWAfiMNG-V fyd g p a^k[ersnndAFJ+ONOTESONTWSA O1NC�UDFOMII��Fa' Qnndld Ib'IdHgFOREUS �MiTekPHlliale mcappr 9an cl6omponenl is resp ns b liry of buldn9 tl v9r�r no�imss de 9 ec 6mc�9 zM1O�T+ bracngto s restabiNd ^9�°^'�'cAOn siM1 r sponstillryofihe Desi9n voftl���tlesi9nlOOroineters and p/ope m�d ��6 bo etl onty oP . � 018 Sounds tle Road ApPlicabiliry o_ A ���,�ivitlual vreb members only.,/+tltlifiorvi tmmPezoonzblliry oi Me bWtling dezgnec Fopa onE BCS 1 Bulld 9 C mponenl �F�enton.N���93� � N � � p �. � L a � �,_ . �, _ . � ._.. . . _ > � o- � o „a �, o o � o � �s \ o m ...� o m . �a . - m` w � m� � c.-o y `o .0-3 � � ^- 0. �vi � �w � � U� O _ � ] � � � U O D II QO O d 'Z N7 -OW W uNi E 'rn o� Sc ro m �d° -o�y °' . ° � . m `o o' � u � op � 4... 7 � �'m m o o` �� �o � o p o_ `o o a� o o E� N �g� �. a .� t a U 3 0 3 Q N'g c n; o u° £�, a�i m N n� �:- o._ � n n � � p o o� s �3 0 � ' m � V 7 '^� �O� N N� ON ' 00- a� cU Od. .HO` Dd D� 4 O« p N y N� O� C � � C 2> �`a`o �n ° c �3� oQ °o .�.� om o._ ° ` ` afo o -° `o °m �O -o T� o��a v_ co �oa�i wn m 2n_ � �_ c> Dm .- oa m� � � � a n o °ro � a o V O C ao .�a.oD �'Q -° O � L �o� . a� .oa� am u°v o� Q� a � � L � D EE o��� o W Uv�i ° m m-° ° ` �-°i� 2mt -°' =x� 3.0 E�� `a °°a� oo. �� r°' m °-a' °' m c �wai �dv' d � O y ��� ��°'� -°'o.E s.an `o u-''` �'o m ° ti� uao oE `oo °m-o `oo o` E: _ �a� �� 5 p ai s.o E�O1o� =o `o._`om o w°-`'pm �c 'oa. oa� 2 �o m_`�E .no �o .�'� o �w o �A o � ° �o�° � � p Px mo�� vo y`ua� „ owm �� �� =_'o �?o o`� o�Q na 'arn £ '-m � oo`m `oo c�. n� w.� . � a m . o.� E � � m m_ �m mmn o ❑U o` c„ o � � n.. v � a E �m � m c o m ai „ `o m ' r_s� c� � Gl �a 'u 'S„ u._ om� a wma` „c ° a� �-� "-'m � � m � oc 'o .d am E� o`a� o u �. mx m o._ � ' -o= Ea vu o o `o- m a� a a ao �ao'o °�'u >.oio E moo o.° „c a�r �d�� nm ' n-d n5 � ° ° 5° a mmm am.� �O � . � ¢o ��`- 3En` �z-„° °;m= � °�° rnw �L c3, oa� �a nmw Uo� �= � uo o. �oU 3U�N o� ,iQ - � m aao .0 a:oo .�€ �.�� o.� . �U��u.�-aD �� oa . oa �m� �o o�a o �.>.o .��o mC ___ " h .o ,� � a o _ N� `o U oo = �w`n m �c . .__—_ _ r�„ d vi ,o � � m�°.- �¢ - � o ` N aaoH�doi r � ss� N a c d N w � � z m c.' °�•y u 3 0 v C N U W � SU �` a M 9�M �2 n rt+ S` �o U�Q� � � � t/� ��`o W� -, v � c g - z" � s � m O a � � • „� ,J�,� y � _' � oo " �3 u� oi o o M <a � °' � �� �N O . 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NvR Homes,X �� �ow-�ise)gable end zone and GC E#erior(2)zone;�nlileve�lett and right NOTES (10-11) ' sf;BCDL=6.Opsf;h=25R1 Cat II;,F�W B;e�losed:MW FRS�DOL=1.6� �)W ind:ASCE 7-05 720mph;TCDL=6 0p E g�parttally Esy::�_��� �30.0 psf(ground snow):Ps=1��8 Psf(roof snow);Category II;�. � exposed{GC tor members and forces&MW FRS for reactions shown;Lumber DOL J.60 plate gnp 2)TCLL:ASCE 7-0S;�Pq= 4)U ba aenced snow iloads ha ebeen w�tltered�or tii s�desogn. 7251b up�itt at 5)All plates are 3x4 Nf�2o unless othe�wise indicat . j p516 uplitt at joint 72.1�6 • 6)Gable requires�ntinuous bottom chord bearing, hanicai wnnec6on(Dy others)of truss to bearing p�ate�Pahle of,vrithstanding 1461b up�iR at joint-0,601b uplift at joinl 26,729�Ib upiiH at joint . 7)This iruss has been desiqned tor�a 10 0 pst bottom chortl live load nonconcurrent with any other live loads. 8)Provide mec � � � 78 Ib uplitt al joint 17.121 Ib uplift at joinLl9 and 107.Ib uplift a[joint 18. joint26,716 ib upii&a�lo���Z9�9316 upliH al loint 30,127 Ib uplitt at�oint 31�,101 Ib�p��ift at�oint 32.521b uplift at 7oint 24.131 16 up�ift ai joinl2 . Ib uplltt at joinl2l:931b uplift at joint 20, g)This truss is designed in accordance with the 2009���emational Residential Code se�ons R502.11 1 and R802.10?and reierenced standa�d ANSIlTP � ��)othe9coeffic�ents rem�Che ame'atl show0 mp h,wind reactions x 0:56 will adjusf wind load reactlon to a speed of 90 mph(0.69 for 100 mph and 0.84 tor�170 mph).Ail 11)SPF No2 antl SYP No.3 can be substituted for SPF SWd Grade materiai(Roof tmsses only). LOA�CASE(S)Standard � � � �ENGMEEPIpNGBY� TES ON TNtS AM1 fNCLVOED ffi7��FE�N�P�GE�'4�3 8&��USE I = q�yg � tl READ NO � pd fo!an d ido I bu�d ng ompo ent. � ny�� e A W�M� p �d g p mete . pme��s iho � Ef BNC ng sl�owl� �q MITek Pttll�al enf s responvbl ty ot b Id g tles gner rwi hu s tle g. DesigO altl(IX only �mM1 kconn c1orsID3designutwco P^�ponp 818SountlstleROad e.... rnnmeters -ntl p� p�nca�pomfi fi vl�empo�ory h'oc n9 to nsu�e stabl'ty d nng cor¢iruct n 511�e� spons b Ifty ot ihe .�. � .._.'_ _".' . 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Tue Dec 21.1538'.592010 Page 1 ID:qM91cVg%OKOm�Xt ckW19Ty6n6c-p6AMTYi+!aVilOAysRW��9���iRnh0001etEy6j � NVR Nomes,X 2DN-a io-sa �o-se �DSB Scale=1?1 0 q�- 9 12 W 12 10 B � 33 11 ] 12 Sx6�O 6 Sx6O 13 5 14 4 15 3 16 2 1] 1 4x6 O � 31 30 '29 �28 9 26.'25 -24 ' 23 22 21 20� 19 18 Sx6= 4x6 O zo-n a zaii-o Plate Ottsets.X Y'. 1:0-5-1 Ed e 5:0-3�0,0-3-0 13:03-0 03-0 17:04-9 Ed e 25:0-3-0 0-3-0 ) ud p�pTES GRIP C51 DEF� in (WC I/defl �20 �yj��qq LOADMG(pst) SPACWG 2-�-0 Vert(LL) �n/a - Na �999 ���8 TC 0.?0 Vert(R) TCLL Plateslncrease ��15 gC 009 Na - Na 999 (Ground5now=30.0) Wmberincrease 1.15 Hoa(fL) 0.01 » Na Na yyeighb1481b FT=S� TCUL �DO qepSiresslncr YES WB 0.15 BCLL ��0 Code IRC2009lTPI2007 (Matnx) BCDL �0.0 BRACING WMBER TOP CHORD StrucNral wood sneatN I edlorll0-0POloc b�a6 90 oc putlms. TOP CHORD �X 4 SPF Stud BOT CHORD Pi9id ceiling direcHY aPP 9 Z5,8-26;10-24 . BOT CHORD 2 X 4 SYP�No.3 or SPF No.2 W EBS 1 Pow at midpt OTHEPS 2 X 4 SPF Stud MiTek rewmmends that Sta6illiers and required cross 6racing �� be installed during iruss erection,in acwrdance with Stahilizer . Installation uide. BEACTIONS Qb/size) O_6)228 109�pnt1-U (mn 072-6),�99l20n1-0 (mn60-�030=90/20-1-0 (mn70,2o-6)?31,OS/20n1t-0 (min.0-2-s),32=89/20-tt-0 (min.o�2-6),Z4=Bfl�Za4�-0 (min.0-2-6),23=100�z�4�-0 (min.0-2-6), . 22=109(20-11-0 (min.0-2-6).21=99/20-11-0 (min:0-&6).20=90/20-11-0 (min.0-2-6),17=34/20-11A (min. &2-6),19=105�20-11-0 (min.0-2-6),18=89/2041-0 (min.0-&6) `\,��i}�i 11 i!;i if i;�� MaxHorzt=-418(LC6) � ,`r' ":,f• Maz UPIitt1=-746(LC 6).26=-60(LC 8).27=-129(LC 8).28=125(LC 8).29=-116(LC 8;�',30=-93(LC 8).31=-121(LC S). �� � r;1' . .s.( i 32=101(LC 6).24=-52(LC 9).23=-131(LC 9),72=-t 25(LC 9),21=-1161LC 9).Z�='931LC 9),17=�8(LC 7j. `�\� ;��'• _r +�;<G'^, _% . � 'cy�' !',�, �t: t9=1211LC9).18=-tOt(LC9) � � Max Grav 1=320(LC 8),25=286(LC 9).26=138(LC 2).27=111(LC 2),28=109(LC 7),29=99(LC 2).30=90(LC 2), _ 17=293(LC 9).19=805(LC 1)?8=89(LC 3) 23-111(LC 3),22=109(LC 7).21=99(LC 3),20=90(LC 3). � :�N('.�V 3'.ll';Lt;� .: 7�•�. � 'C� .. ' 5�4Y.k-VY : i'u '.- FORCES (Ib)-Maximum CompressiordMaximum Tension ����rF'••;'hD I��;:�-` �� `ti` TOP CHORD 8 9_60 27279 10=-GO 272510-34=20/20,�153�-5312145fi-12 7-4Ca�120 12't3/1800/95.13 14-166/101,��241. 7� , .. .. • W= 1445=-230/108,15-16=-339/118.16-17=-417/122 20-21-86l313.19-20=-Bfi/313, //� 0 1 \ \� s///ss�/l(II I�I III\1\\\`• BOT CHORD t-32=-91/375.31-32�-91/315.30-37=-91/315.Z22-P3=8�/318 21�2=887131927-28=87/319.26-27=-87/319, 25-26=-87/319,24-25=-87/319,2&24=-871319, 1849=861313.17-1 B-86/313 9-25=-275/0;e-26=111p6,7'27=-&U145,6-28=8 71141.5-29=-731132,4-30=6M'108,337=-78/139.2-32=C�1 . W EBS 12-22=-Se1141.13-21=-73/132,14-20=-6M108.15-19=-78/139.16-18=-641101 1624=-111/68,11-23=-�147. �5=025.�6=025.�7=0.�3,�8 JOINT STRESS INDEX�� � =OJ3.2=0 25,3=025,d=0 25,5=0.57,6=0.25,7=0 4�•025,�25�90273281 D025?27,=025?28'?025?2913025,30,40.205,31=025 antl 32=025 =025,19=0 25.2�=025,21=0 25,22=0 25,23=025. �/ ,�UL 0;�" Z�ii_. /�� Continued on page 2 Iv/��/. �' ��! /� ' � _. - � � /� ��I\/I��r�� A {pqRNfNG Venfytlesi9nPa�°^��°rsnndFEA➢NOTESONTHISAN➢fNCLODEDIrIITEl(RESERENCEPAGEMII�4'J3HEPoREUSE � (If6le5 I�Sbfry'Olb Id(YjdE af�E"����5 d¢S9 �B! Il1gS�W'he pry��T¢kNl�ill916 Design vafd fa se only.vaih hLTek connec�ors�ThU design is basetl onty opon Pa am fe s sFw d tl� fa'an inQv do I bu Itl n9 componeN. I bliN�desig�Po�ometersa dproPe pmmomfionoic mpo P° r I mdonceregarding qppico �oflntlrvd olw�bmemb rsonry.AtltliHO:nitemp rdrybmr�ngto'nsurestabiliNd nngcortsM1UCt n siheresporwbilliryo 9185ounGSbeROaO br Ia1emi suPpo _ ____�w �����me overall simcNre s�he espo�sibifN �ma�anh Oileria D56 B9 anE BC511 BvlEing ComponeM Etler�ton,NC 2]932 . , . �ap Truss TmssType �b P�Y ESSit09a ORDERS VT-D1081 VCOM � � J�bR / ( pfnp NVRHOmes,X �Z2u0sGCi 5i0vi�i�iTekinoustnes,inc. Tnunu.i21i54:5620�9 Paget 1]3 326 '� " - - . 1]3 .. - _"_". _ 1d-9 _ . . 3x4= Scale=1:10.0 2 10.00�le 3 i 3x6// 3x4 O 3-2-6 3-2-6 Plate OHsets X Y: 2:0-2-0 Etl e"�� IOADING(psQ SPAqNG 2-0-0 CSI DEPL in (IOC) Utlefl Ud PLATES GRIP TCLL 2�.5 pjateslncrease 1.15 TC� 0.05 Vert(LL) Na - Na 999 MT20 197/144 (Gmund Snow=30.0) Lumber Increase 1.15 BC 0.10 Vert(TL) Na - Na 399 TCDL �o�0 RepStressincr YES . W8 0.00 Hoa(fL) 0.00 3 Na Na BCLL OD Code IRC2009(iP1200� (Ma[rix) Weight 71b BCDL 1a.0 WMBER BRACING TOP CHOF� 2 X 4 SPF SNtl TOP CHORD Struc[ural wood sheathing tlirectly applied or&2�oc purlins. BOT CHORD 2 X 4 SPF Stutl BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. MiTek reCOmmends�hat S�abilizers and required cross bracing be instalted during iruss erection,in accordance with Stabilizer - Installation uitle. � :REACTIONS (Iti/size) 1=99/3-2-6 (min.-0-1-8j,3=99l3�2-fi (min.04-8) Max Hoa 1=47(LC 7) Max UpIiR1=-28(LC 8),3=28(LC 9) FOFCES (Ib)-Maximum CompressioNMaximum Tension TOP CHORD 14=-78/49,2-3=-78/49 , BOTCHOFD 1-3=45/45 NOTES (9-10) � 7)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25H;Cat.II;�Exp B;enclosed;MW FRS(low-rise)gable end zone antl GC E#erior(2)zone;cantileyer left and right eryosed;GC for members antl forces&MW FFS for reactions shown;Wmber DOL=1.60 `\`+,i.�.�;)[l "'` plate grip DOL=1.60 2)TQI:ASCE�-05;Pg=30.0 psf(ground snow):Ps=21.5 ps((root snow);Category 11;�6cp B;Partially Exp.;C1=7.1 �\� � �'� t'7i �j� 3)Roof design snow load has been reducedlo account for slope. `� c � ,� ��,���� 4)�Unbalanced snow loads have been considered for this desigrt � � ��- �i I f � 5)Gatile requires continuous bottom chord beaFing., � .�: - ' '� *J ', ';,, % 6j Tfiis truss has been designed for a 10 0 psf botlom chord live load nonwnwrrent with any other live loatls _ �L?,'I " � 7)Pmvide mechanical connection(by others of truss to bearing plate capable of withstanding 28 Ih uplift at joint 1 and 28 Ib uplitt at ^ + ,. � _ joint 3. � `=GC�02�?$ ,: 8)This tmss is designed inaccordance with the 2009 Intemational Residential-0ode sections R502.11.1 and R802.t�2 and ieferenced I� •.����N�E 7` ; tu � stancard ANSIlTPI 1. � � �• 9)Designs checked for ASCE 7-05wind at 120 mph,wind reactions x 0.56 wilfadjust wind load reaction to a speetl of 90 mph j0.69 for �.r/�,t;"^.,/p��i��1G}' �� 100 mph and 0.84 for 110 mph).All other coetficients remain the sameas shown. y,cs�� '���•• ' .��,`.��' 10)SPF No2 and SYP No.3 can be substituted for SPF Stud Grade material(Roof imsses only). '�i��/'/��N�`i 1`\``\`�,\ LOAD CASE(S)Standard .!U[� 0 ! ZQiI . . . � 1 �/�. � WqAMNG Verifyd 9 parnm[rsantlRE.40NOTE50NTA15ANDINCLUDEDdIITEKREFEFEM]EPAGEbi/F]9]3BEFOREVSE.. � /E � fAIwNGB.Y Des gn vafd for ose nly �M mTet c neclors:IDB desgn is based anly opon pammeters shovm.ontl k�w mtli itliiol boPtli g omponenL �� �p�� Applcab IiN ot des gn pammeters and poper iricorporafion of component s resporulbiGN of bu id ng dergner not fruss devg�r &ac ng sbwn +� is tor laiemi suppotl oi individuol web members only:.Atltlifiorol femporary brocing fo inwre sfobdiry Cunng mnstNCtlon¢ibe responsibillM��he q xtiiek nmiiaie etlo�.Atldifianal permanenibmcing ot1M1e overall 59vciure o the respo�ssibility o�.Me builtling tlesigne�.For geneml guida0ca regvrding bbrko�bn,qoalityponhoF.sbmge.tlelivery:erecfionontlbrvci�g:consuli ANSI/fPtl�'OvolilyQiferia,�SB-09and6C511.EUIIEIngComponenl B185ountlsideROatl � �_�_..�..�......_.,.. ..,...n,. io rv�,..m�..vinin inaihne:�el�N:Lee Sheet SuBe 312 Neuandria.Vn 14314. 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'_ " ,_ _.. .. . . _— �2-� .. - .-•. - _.._ _. 3.p_] . ... _ _ - _ _. .__ . . � Scale=1:19J 3x4= 2 10.W 12 3 1 3x4 4 3x4 J 6d-13 6<-13 Plate Offsets X : 2:0-2-0 Ed e � LOADING(ps� SPACING 2-0-0 CSI �EFL .in Qoc) Udefl Ud PLATES GRIP TCLL 2�.5 p�ates Increase 1.15 TC 026 VeR(LL) Na - Na 999 MT20 197/144 (GroundSnow=30.0) Wmberincrease 1.15 BC 0.60 Vert(TL) Na - Na 9�39 TWL 100 RepStresslncr YES WB 0.00 Horz(TL) 0.00 3 Na Na BCLL ��� Code IRC2009/iP12007 (Matrix) Wei9ht:161b BCDL 70.0 CUMBER BRAQNG TOP CHORD 2 X 4 SPF Siud TOP CHOPD Stmctural wood sfi=athing directy appiied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPP Stutl 80T CHORD Rigid ceiling direcly applied or 10-0-0 oc bracing. �� MiTek'recommends that Stabilizers antl required cross bracing be instziletl during truss erection,fn accordance with Stabilizer Installation uide. REACTIONS Qb/size) 1=23Z&4-13 (min.0-1-6).3=232/6-4-13 (min.04-B) . Max Horz 1=96(LC 7) Max Upliftl=-67(LC 8);3=-67(LC 9) PORCES Qb)-Maximum CompressioNMaximum Tension TOP CHOFD 1-2=183/712,2'3='183/112 80T CHORD 13=-3FJ106 NO7ES (9-70) 1)W ind:ASCE 7-05;120mph;TWL=6.Opsf;BCDL=6.Opsf;h=25tt;.CaL II;Ezp B;enclosed;MW FRS Qow-rise)ga61e end zone and GC E#erior(2)zone;cantilever lefl antl right ezposed C-C for members and forces&MW FRS for reactions shown;�W mber DOL=1.60 ,, ,i, ,,�, ,/, plate 9rip DOL=1.60 2j TCLLt ASCE 7-05;Pg=30.0 psf(grountl snow);Ps=21.5 psf(root snow);Cate9ory II;Exp B;Partially Exp.;C1=1.1 ``\ s `�-r 3)Rooi desigrtsnow loatl has 6een reduced to axounl br slope.. \��� ��� � 4)Unbalanced snow loads have teen considered for�this design. `���J �Gi��!" � 5)Gab,e requires continuous bottom chord bearing. � ,`. �^. - 6)This truss 6as been designetl for a 10 0 psfbottom chortl live load nonconcurrent with any other live loads. . 7)Provide mechanical connection(by others)of Wss to bearing plate capaDle of withstanding 6716 uplift at joint 1 and 671b uplift at = _ joints. : No.G09u00285 �. 8)This imss is designed in accordance with the 2009 Intemational Residential Code sec[ions R502.11.1 and R802.10 2 and referenced Y� : $T�7�(�F ;"Ll � standard ANSIlTPI 1. � � '• � a " 9j Designs checked lor ASCE 7-05 wind at�120 mph,wind reactions x 0 56 will adjust wintl load reac[ion to a speed of 90 mph(0.69 for �� q '•./P���A�;`*; �� �.�, 700 mph and 0.84 for 110 mph).All other coemcienls remain the same as shown. 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I E5511892 p�, Ply Tmss TmssTYPe � �op � Job Reference o lional VGOb1 �p00 s Otl 52009 MiTek Induslnes,Irm.T�u Nov 121554-.9 2009 Pa9e i VT-OID83 ORUEPS '.._'_... ._'" " . . _ __ . . . ._ .. _.. . . .._ .�..�]3 ._ ' _ __ ' �Np Homes,% 4 g9 q.g�10 6-&9 SCale=L28.3 4x6= 2 6 5 10 00 12 3 1 4 4x4�� 4x4// 3z4�I I g-]3 � s'�'3 GRIP Vdefl IJd PLATES CSI DEFL in Poc) Na 999 MT20 �197/144 LOAOMGIPsf) SPACING Z-0"� T� 0.47 VeRI��) Na Na 999 21S ,plateslnaease >?5 VeA(TL) Na TCLL BC �Ze� Horz(TL) 0 00 3 Na Na yyei9hC 281b (GmundSnow=30.0) Lumberincrease ���5 y,�B 0.07 TCDL �00 pyep5tresslncr YES Matrix) BCLL �� Code IRC2009/TPI2007 ( BGDL ���� gRACiNG S(NCtural wood sheathing directly applied or 6-0-0 oc pudins. TOP CHORO WMBER gOT CHORD Ri9id ceiling direclly applied or t0-0-0 x braan9. TOP CHORD 2 X 4 SPF SWd M�Tek recommends that StabiG�e in accordan edwiihsSlabilize9 gOT CHORD 2 X 4 SPF Stud be installed during Vuss erection, OTHERS 2X4SPFSIUd Jnslallation uide. REACTIONS Qblsize) 1=18310-73 (min.�-1-8),3=1 8 319-7 3 (min.0-be),4=36M9-�-3 (mia9-1-8) Max Horz 1=151(LC 6) Myx Upliit7=-62(LC 9).3=-73(LC 9),4=-86(LC 8) FORCES p6)-MaximumCa2p5e�v�oa26�6�0�3-6=14B171 TOPCHORD' �'S='�48/BZ' � BOT CHORD 1�4=-39�18,3-4=39f1a . WEBS 2-4=-224f122 ' Lumbef DOL=1.60 .`,��`�11''�11 i?i;i�1j�� NOTES (9-��) �pOmph;TWL=6.Ops�;9CDL=6 Opsf,h=25ft{Cat II;EY.p B:enclosed{MW FRS(low-�Se)gable end zone and GC t�wind:nsce�-os, .�� �. S7k'?�., s;,. � E#erior(2)�one;czntilever lett and right exposetl GC for membersantl forces&MW FRS for reactions shown; '\���� . 57 � '� . plate 9�� �DOL=1:60� II:E�Bl Partialty ExP�:Ct=1 A ` � :'C\ YF,:�. i�. ; P 30.0 pst(grountl snow)�,Ps=Z1.5 psf Uoof snow):Category 1 c- , �' - .,i;_�� 2)TCLL ASCE 7-05;P9= �c :.Q- � _ g�qoof desi9n snow load has been reducedio account for slope. r ^ `� ' 4�Unbalanced soow�loads have been considered for thls desi9n. � 5)Gable requires continuous bottom chord bearing- — �� � ��.� � � others)ot truss io bearing plate capable of withstandin9 6216 uplitt at joint 1,73 1b uplitt at ioinl 3 ^ � . N�� �� t� L? 6)This«uss has been designed�ar a 10.0 psf hottom cho�d live load nonconwrrent with any other Ilve loads. l " • ' ^ � 7�Pmvide mechanical connection(tiy � ^� �°:��'JD I F'`��'' ��''' an d 8 6 I b u p litt at joint a. \,^ ``'.�� :�' g)This tmss is designed in acco�dance with t he 2�0 9 I n t e mational Residential Code sections R502.1 t 1 and R802.10 2 and referenced � standard AN51/(PI 1. g)Designs checketl for ASCE 7-�All o[he�coeff�enis remaint�fhe same as�slhowJnst wind load reaction to a speed of 9D mph(0.6 9 br ��j�f,/�'��a"�` ""`�ly` 100 mph and 0.84 for 170 mph). 10)SPF No.2 and SYP No 3 czn be subsilWted(o(SPF Stud Grade material(Roof tmsses only). �pAD CASE(S)Stantlard .iU! � "�' 10f1 � , .. _ ;:: , f , ;, EE ��Co d READ NOTES ONTN15 AND fN�LUDED NITER RFFEItENCE PAGE MIl�<l3 BEFOAE On¢nf A W�.j,yG VeriJY tl^-Tt P ciers '�b�yetl onN�P��Po om ters sM1O� o dde i9nnrndomdhW�tl�a9�n��& P�n9 shovm � A MiTe . ale k ANili Po �ss b I�ty of bold n9 0�� � ���he rezponSDllity of Me D¢sign�ol tl Yw vze onty.wlM MII k connecto n om?o�w� �com nent s re po t �fe siabl ty tlonng 81B Sountlsde Roaa e.,nLCdbiliry.ofdesi9�Pa. me�ersantlp�op� � m bwc g er For9�^e�O19utlance�eCOmponent n mbersonly.�AdtlitloM��emP° n .h��NO�iF�ebuildin0tles9n^.e dndBC511.EU11tling. 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H �O '�_ „ a � � o°U 3-Oa 3 ��/� U � �v >°m �° om � oo- a� c� `om cn oa� o o� __ o �� � v r t mo 0 00 �E ot n d n 3 ° ' u.� u �I '� 9mi a�L a [ 1)�n c C.: �`pN` = N C" oR N � m` o � c f� � C 2i v0�. � a co O '^3a oz on ._y � � U � °o � rno o ° o a� �y -o V O Q rno a�ma`�i _a° O ao � `o`o.Q d3 �?o 'dZ� oo�`a D�a a� ° ° � d ° �o oa ooi °, �L �3 N �� �`o `oo mo ?no � oua 3 `o E�E D.n a.ca o�n £� ��m m°�' d � c amm m�m o �'_ p�u "O c N o S�:v d U "00 Sl. � O N O O � EQ'^ DK � � O GD z-� ,- o,.E� w °� w u= o o vy� ti� uoo oE `oo m� °« � E� >. > ? � � d - ° �� u� Ac . c� a o.�'- �c oo. °'0 2�.° � ' m_ � � dc o`a� � °' 'o� an � o o `opm m � �_ o o mE Do o . 3 "'m o �to � � a�� � p` °x p�a�D �o� m$w � o�v �� m� _o c�D o`� - 'Q �-o 'Qm � 2oi £ ood `oa� c.m � � � °co o��N x`o o°?.� n ^�m`o �� a�ix mm o�a 'HV a= 'u° o�w ° oc a �sw` o`m Ea N � '--OO n` 2� m mE y� . E o� ^ �o + °' �a:` N=o` '"o .mu E._ u o o �o`om ta,- ��o � � ao '"aoo �� D.mo E a� o° _m� ° o m.- �„�°v ¢m 'av o` m °o o �o � m� o� -°"m.0 �O a ¢o �3"Ea z° a-o°o U o.o:o v.� " �o cv� o�° E� �u ��'� �'u o�. � `oa ° °'�v ��„ °a W� �- oi .a_�- O� '7N .��.. U,NA.� 'o`o ��pN aa m c cd Q o�yUj v'0,.. cr- " ° vi �o � u. �a:E c n o a m o o a m 9�0 .�� p ,m� - --� n j O O U 0 O C � 0'C C y Z ' _ �` ._ N oJ Q N � N Q K O,N 0¢ —�_ � � � O � ry aaoH�aoi r � sro� � � v °' `" : � N N Gy . .a� U $p N ^' O Y�- W c� Uy � ` M 9EM �_ �' -d-• c o 'O o Q O rn ^o � �o � o gZ � � = � � � k� w a � p� �O V �>s U� ��u i0 � N y� N V/ �C� I� � ¢r � � �T '~- ( m H P � m = wQ � P p� � � F ir fn w op •'. p �� d �i o 3 c� �u z a Q " ° � ..�L ° < < ^, � � �Z 0 > cV a o py�x y �W � � �-zm � ^ �4 rc � w� w 0 e ��'_ 4��`� a p aw ¢ n, o. � oi� - Q � - � W � V' O m W� W N W uJ ._`O' � Ci� C . � o �- .., t �. wF S�¢ O .;� ��.�.� Ww y � U' w �� O p` �a�°� p�ll� c � u «�.x. z U o- wriu-'� ¢ rn ao� a� � a� .yz�c? W �- �.,z� o�. u � =h�m .x , B�J � Z�� zm � W MPVO t aaoH�doi o°= _� o � �°�� f _�� Q�- Uz y U wo�.Z`q P —_� T L J � � NC� O C.0 � p �� V � � N � � , ' � � p �6N �p � C� . a�� �. .0 �-O O � 6U _ Oc� .`psC > U p Z � C .0 , U N N.'^- O O._6 C . C� O� N �.'O U � ` ' 'rn 0C-O"i L� . . O.O r O N c O w 3 U^ 4 Q'N U �` � C °a�.�o� �� v s a� �.O N � a� a� > m ° o�o £a a� a ��°���a o o � ° ... _ o-m o ��� `m �`o rn U ° a o � oaa� oa� . �o � oo � � � nE_ ocw Louc oN � Z � � p .n o m � o b m _o.'u 3��o�a, �- � �a=a 'u o. � � .�`c� � �� o v� '��� o To `o o . S� o�-� m� �+°� � K N C � .=_ ` . Q L O a`o.�a? o`> o-oo o � � � a p �a�i�= .a � oa� :uom�a ���� � Q aJ '^ C �] N p .O . O �L .O+ N U U` QJ � � J �� a�- x o �Cau o.: -oa�h- '_ -° ooNr a3o`cu`o,� Z a�wEa�o v� a� N,�' m > � � E . m 4 � c�a� . _ 3 ,,, moo�a � U � o a� U a` c Z U o o Q o �- °�a m :c �o ."-' 'v �a�a°� � c°� a��i� u o 0 o m` .�m o °o.a�� o p * o o�a s- o;c '_' a °"a � n�� � �.aE ° °3 F �� . a � � 3 � �9p_ . �.� � � p � oU��� .. a m�Q c n Z � . a o� o U r, o � (� � cUc °� mo � D° mm a= c _' oo N �. m f� aZ`oa�a � ° o. a r I I � o �n � �� \\ U, o a�o,� �U a o� F x � W \ Z "�._ o "\ d .. . �a' `" a � r \/ � �`� o: .. � a q . �H �� m� . '' m� . c? mU : r . . , . . ,, i � ,I- E551t893 ph, Ply Truss Type � Job TNSS � Jpb ReferEnce o tionai �c. 7pu Nw 12 15-.54:58 2009 Page 1 � VCOM �p00 s Oct 5 2009 MiTek Intlusiries, n VT-0tOBE ,pR0EH5 , _ _ _"_. _ .._�.._. _ . . _ _. t2-9-10 � _ _ ,. _ NVR Momes.X �:13 fi-4-13 6d-13 Scalo=1:3G1 4x6= 3 10 9 10.W 12 3x4 II 3x4J1 4 2 5 , ' 6 4x6� � 3x4 II 4x6�i 8 5x6= 3x4 II ta:9-to 12310 - PLATES GRIP ,PlateORsets XY: 1:0-53Ed e 5'.0-i-2Ed e 7:03-003-0 DER in (loc) Vdefl Ud MT20 �g7/144 2-0-0 CSI �y - �/a 999 LOADING(ps� SPApNG 7� 0.31 Vert(LL) - _ Na 9�9 TCLL 21�5 Piateslncrease ���5 B� p�g Ver�(TL) �a Wm6erincrease >?5 Horz(TL) 000 5 Na �a yyei9ht4tlb (Gmuntl�Snovr-30�0o yyg 010 TC�L Rep Stress Incr YES (Matrix) BCLL ��� Code IRC20�9RP�2�� BCDL ���� BRACING liedor6-0-Oocpudins. TOP�CHORD Stmc[uml wood sheathi 1 edlorc7l0--0 oc bracing. LUMBER gOi CHORD Rigid ceiling direclly zPP TOP CHORD 2 X 4 SPF Stud. MTek recommends that Stabilizers and required cross bracin9 BOT CHOFD 2 X 4.SPF Stud be installed during tmss ereciion,in acco�darrc'z wiih Stahilizer OTHERS 2 X 4 SPF Stud Installation uide. REACTIONS (Ib/size) O°a9��69280/12-9-70,(mm50810-8) 940 (min.D-7-9),7=275/12-9401min.0-1-9).8=280Ii2-9-10.(min. � Max Hoa 1=207(LC 6) Max UPliftt=-741LC 6).5=-34(LC 7).8=-242(LC S).6=2421LC 9) Max Grav 1=120(LC 7).5=80(LC 6),7=2�51���1•8'Z96(LC 2),6=Z96(LC 3j FORCES (Ib)-Maximum Comp�essioNMaximum Tension 3 0_261�38 4�0-1361121,4-5=�3y8o TOPCHOflD 1-2=-19M142,2-9=-13fi1129.3'9491�045�=49I110 \`�y,�l�l{Ifllllll,lpr 80T CHORD t-8—49I110,7-8=�9/110.6-7=- 7 q.6=-230/282 `\�\\���,. �i. Fv_'ll�..��«'.. WEBS 3'7='190/32.2-8=-230l282, _ . � , , � NOTES (9-��) CaL II;Exp B:�enclosed;MWFRS.(low-rise).gabumber DOL 1n60 C �� `�,�\cT � �)W ind'.ASCE 7-05;720mph',TCDL=6Opsf;BCDL=6.OpsF h=25n; � ^ ��-• 6�. �� Eulerior(2)zone;cantilever left antl�ight ezposed{GC for members and forces&M�^1�P B°P rtialry Exph Ct=1.1 = ��� - � plate 9�P DOL=1_60 : (�(l.C�4 '. ���: :_ _ 2)TCLL:ASCE 7-05{P9=30.o psf(9�ound snow);Ps=Z1.5 psf(roof snow);Cate9ory — � i : y - ST��rlT'd':i:= ; �:�:`' � 3)Roof design snow load has been reduced to account for slope. l p .. • � ` 4)Unbalanced snow loads have been co�sidered for[his design. ':�NG I A�,•�� � Q`n 5)Gable requires continuous bottom chord bearing- � � \`, others)ot W ss io bearin9 Plate capable of withffianding 741b uplitt at joint 7.34�b�uplitt at joint 5, ��'n�. 6)This iruss has been designed�tor a 10.0 psf bottom chord live load nonconcurrent with any other live loa s. / " �a` ``\R!\` 7)Provide mechanical connection(hy. � //� �tl(��(jt1��� . /j��,ss/0 �J 2421b uplitt al joint e antl 242�Ib uphtt at joinl6. e)This tmss is designed in accordance with the 2009�ind�eactionsx�0.56twi11 adjusl w n�loadsead on to a speed,of 90 mph'(0r69 fo�r � standard�ANSI/TP11. . 9)Designs checked for ASCE�-05 A�I other coeH�ents remain the same as shown. 7p0_mphand084foriiomph). ��� n '/ �ni''. 10)SPF No.Z and SYP No.3 czn be substituted tor SPF Stud Grade material(Roof wsses onty. V " LOA�CASE(S)Standard /� • f I i��/ � E iN��� d pFqD NOTES ON SHIS AND INCLl1➢ED YITEK AEFERENLE PA6E l�.`II><��HE'ro�USE . • Ven de5�9`P°w^�`teis . ferssho�+T�otl6iotant�tlmtloltl gn9��B�Pn9sM1Owl1 ���PMiTekAXllla�e ' � WMMN� I9 �- �bl ry of buld ng des gne� no�tN wbllity of ihe ✓� � Design�a�itl for ase onty�mµ?ek mnnec�o!?m�desi�n�os om°p^o�eot u e�P� tiv m m�siru b ��he e�o � metersootlprope(�C°9�� a btoc��oirwaestobltly 9 B1BSOUntlsideROad ...,.cmM1TN ol desi9^P°_°.. � �.., mMrs onlY.AtlQ�M1oro�femp,�Y iM1.�'iN a��he�i���tlesignet'FIX 9e^A�a('S11 Bdiltlirg ComPOnenl Faenron.NC 2]932 -_ _ , , ; _-- � -- v � O y � .� � . f v. ..'_.' . _" j " " _.-: . ... pm ° �O � p � � o mt A i vc � C o �` yn.., � v m w£'E o v �° s m E a °' `°' ° a ° �o� t n °' a= 4J h EN rndw o2 a� o 'o � ' °� �U m . p m °'� ° � � u'�^ D� .c 4� � �'m mo° 3m d.� ° o`o o_ 'oo a� oo E� �i y r.�' ° t .c a ° 30 3 � a � ��Q o�� „u �c>. � mm aa �'o ao � n Dy .„o 0 0 � _ :; o �u y�. m ♦/� � � � LL T�N � ON " OO.-: T� CU ON � � ON � a `pt � � � NN O.J C vI 'c 2 ` am> m� a o �3a oz . o.o �� °� `o� °o = rno o `a o�� n� o � e. ` T �00 C >. O .. f�e � — °3 co�m o^' va O 2�� mL d� rn"--- a(�� 3d °'� n um a a � .a� ` a ° L V C °'o °'.ao a� .° ° oo >. `o°< a.3 .�m m2 00� °rn am ° � � � � � �E oo� �u. uoi �a �-000 ��a 2�at °' .o;�� '3 `o E� �a oa_°v �`o� t� d� o� � E m �.t .rn.3 c � 3 u a�- °'u -o� �n o t_m mu a`o �.o`-O ° ° o `om °-'o `o °1 � En�' �o� � OQ/ �o - ��m mc t'" � o- o o m� �°c ooa `o�E `oo ma o'- E ' >. �� � � p n a�n E��oD £o `oom o m-o-'a, 2� �_' oo° � �o° vE no yo ��.„ o ?� ° mto =� °v cy ox oa- a� `u � mm � a�b �`o �2a `o� - '� da vm £ 'm - '_ O No mQVo� �o av� � o� mm . a >�� o.� a E N� m mc m� m` y°dn `om o�O � � � o0 o "'a^� xo u°�c � =mo` ?c wz °'d o�� vm a „� 'a a�m �c°� o�� v `sm o'm .E.a W � �-°-o n` 2v °' mE �m E °-oc o° �tm a� �_ a o` � u �:o u o 0 o`p'm a.n.,- ��a � iI . . � a� m a� > o" x^ -n._ m� m � r'o c `o_ o ��c o._c � � 7 � '-OOO 2ao'o.. a� o o�° � u�`o .mm` o �` pcv n� ' a� o.' uc ° ��° � � �o� am.� �d fa 3En`: �_ � c v= 3 od o a�m._ rm `u uo c �y o �,,°-_ LLa. � oi � �OO U .��oo p� -'�r ���. U.�U�.�O-o. .E,oa oa o–� o oa � m�O:p :��0 �a — n q P :O ry � V ❑ O C � � N C C N Z _ .-. n v n ,6 � � �- m O n O Q _. ^ _ P O � N _ � a?IOH�d01 — � v -� � s-r� h a � W �N n y � x m c,"p °''.y u 3 Q w /�� � „ uW � y/ � p � 9tM �= a' a � c+ � � V�� Z L n �p Q O rn y 3 � �Z o rc n ��� N m w_ W N � �, W o } a g 3 M ^� � p O � �i u� �Z m V (¢V � e. � �° h O �i- °LL'-' 'O v � f m y . �L =o � .3 U �� Z Q ,y ^ ,o � ° 0 �p u N O � Z? � > �Q oo. ry m "/.��� pm�:�N � 2 t-z/n � �g w o ^ � W Wz f,� ,�j U G � aa. � d w� w � S'� 4a�a m a O a'? a d m �:� td �" V � m m W N W�n W .. (7 M^� �� p�� C . � ~ n a w� 3� � 'Oe � W� v � � �'� � W p C O p- �o�O.�°� ' 0 11� c � Z� V a w w� ¢ a s.- a� .- �J ,v Z"' W ¢°,,; „i� U � �vir�m � a�� Fz� nw a �n o, Y N 2�W �� O U �OVO � O210HJ d01 F — �as uz � U N�w�n �_��_ a w m Z m T t � m �— N N C� O C C � O �'- U C � X 0 � C ry �6 N � � � �J . �_� C OC� _p'� .j O � 'm�0� U N 0.� O �a C . C O � C � N p c-d��tm � 0.4 tB �'' �c°o 3�° 4o�OC�i �" ° � . �om��p � � � y sa�.N om ° m.> m ° � �ua� '' � a. � C � a�o °' m N .c o0 0 �� � o�� m o a�°i "o 0 o c . �. �� °� �° o �.� � o.�.� �� �=a Z �a � a�E � � �'° a� 5 0.aa a� .o��"� 3 u� �° � o�}�o � ���m � � ��.� � ��o 'v ���a o T o�`o o .� m° v'`�� a�o.� . p 0.�.00�- p`� � �- A N � O � Z� � jCd . -OOpN � � a_ oao o � �, � a p Ta�!= ou.oa� � om�„ o� N� C � c� 4 O �t � U U^ O ' � y� cma�Q-- . x° O E�`u 'o.: 'aa�„°�,= '_ -o � a-°i ° ° �r a3oC�pOt`- Q �� E Q a v°� °J N` � o,.v � E ,; m Q � c -_ 3 �.,a � o a-o o� 5 Z UooQa ^\ °aaai r �o` = 'o a�a� � � c°�m5 � 000a� o��' o` �aa � o Q I�- . � u ow s�- o.c '' :owab � Q�_° a� a�ia.EpO� � _ � p ao ��- 3�� � ❑�o- iaN � �. o � �U�j�� . .� '' `o o Q c �O°.aUi°�°oa�.c F I I pm N �' cp VZ�p � �� 0 Q �_ `o v� .� o a m� cV � . ?'�' w x Q (� b.. O b � Z �._ ; � Q T{� Id1 C �d P J \� 1� . 6. Q � J � N.- J m L N m N C ? �n() , r ' ' � I I Job Tmss TrussType Oty Ply essne9¢ VT-0tOBS VCOM � Job Feference o tional OROERS ]200 s Oct 52009 MRek InCUS�nes,Inc. Thu Nov 1215:.`.6592009 Page 1 , NVRHOmes,% ��o-0 ' __. " . '__ . .. &� _ . ,._ _ B� . BOO $cale=1:44.9 4x6= 3 10 1000 12 9 3x4 II 3x4 II q 2 5 t 4x6 J 4x60 g ] 6 3xG II 5x6= 3x4 II 16-0.0 �6D0 Plate ONsets X V: LO-5-5 Ed e 5:0-1-2 Etl e, 7:0-3-0 03-0 DEPL in (loc) I/defl L/d PLATES GRIP LOA�WG(psQ SPACING 2-0-0 CSI _ Na 999 MT20 197/144 TCLL Z��S Plateslncrease 1.15 TC 030 Vert(LL) Na Na 999 (GrouMSnbw=30.0) Wm6erincrease 1.15 BC 0.18 Vert(fL) Na � � TCDL ���� Rep Stress Incr YES W B 0.15 Horz(TL) 0.00 5 �Na Na yyeighC 54 Ib 8CLL ��� Cotle IPC2009/�PI2007 (MaMx) eWL t00 gpACING 9 lied of 6-0-0 oc purlins. LUMBER TOP CHORD Slmctural wood sheathin directry app TOP CHORD 2 X 4 SPF Stud BOT CHORD Rigid ceilin9 tlirectly applied or iD-0-0 oc bracing. BOT CHORD 2 X 4 SPF SWd MiTek recommends that Stabilizers and required cross bracin9 OTHERS 2 X 4 SPF Stud �¢installetl during tmss�erection,in accordance with Stabilizer ' Instailation uide. REACTIONS (Ib/size) 6-354116-�0 (min.0-2 p) 5=150/16-0-0 (min.0-2-0),7=253/16-0-0 (mirt 0-2-0),8=354/16-0-0 (min.0-2-0), Max Hoa t=262(LC 7) Max UpIiR1=58(LC 6),5=-B(LC 7),8=-300(LC 8),6=300(LC 9) Max Grav1=150(LC 1),5=150(LC 1),7=253(LC 1),8=370(LC 2).6=370(LC 3) FOFCES Qb)-Mawmum CompressioNMaximum Tension TOP CHORD 1-2=-215/166.&9=-139/170,3-9—48/186.3-10--46/175,4-10=-139/160,45—137/88 BOT CHORD 1-8=58l149,7-8=-58/149.fi-7=5fl�149,5-6=-Sfl�149 WEBS 3-7=-181A4,&8='274/328.4-6=-27M328 \,``�1�'�1�'�lli�if;(i�;, cT;; NO7E5 (9-10) 1)W ind:ASCE 7-05;120mph{TCDL=6.Opsfj BCDL=6.OpsP,.h=25ft;CaL II;Exp B;enclosed;MW FRS(low-rise)gable end zone antl C-C\\� ,` f � 1�- k ���r � � .'�,�„"''='r;', EMerior(2)zone;cantileveclett and ri9ht exposed;GC for members and forces 8 MW FRS for reactions showq Wmber DOL=1.60 ��� �! � � plate 9rip DOL=1 60 B;Pa�iall Ex . Ct=1.1 � e `�� f _ 2)TCLL:ASCE 7-05;Pg=30.0 psf(gmund snow),Ps=21.5 psf(mof snow);Category Ii;Exp Y P� — � _ 3)Root design snow loatlhas been reducetl to account forslope. - : � i r�,`�Qf,_ �v 4)Unbalanced snow loads have been consitlered for this desigrt _� � 4y- ; 5)Gable requires continuous bottom chord bearing. � 7= :e 5'ra.��n� : i+J C 6)This tmss has beeKdesigned for a t0 0 psf tiottom chord live load nonconcurrent with any other live loads. ^ ,� / �.J, � •h;.h�H;�.• C7,. \` : 7)p;ovide mechanical connection(by others)of Vuss to bearing plate capable ot withstanding 58 Ib uplitt at joint 1.81b up119 at joint��� . / �e. r`a` 300 Ib uplift at joint 6 and 300 Ib uplitt at joinl fi. �t /�'%'/S/� Ft�. �t\ 8)This truss is designed in accordance with the 2�09 Intemational Residential Code sections R502.77.1 and R802.t0.2 antl reference�j � � \\ standartlAN51/TPIi. P 41�p����1� t 9)Gesigns checketl for ASCE 7-05 wind at 120 m h,wind reactionsx 0.56 will adjust wind load reaction to a speed of 90 mph(0.69 for �!/� �\\ 100 mph and 0.84 for 110 mph).All ojher coefficients remain the same as shown. 10)SPF No2 and SYP No.3 can be substiluted for SPF Stud Gratle material(Roof tmsses only). LOADCASE(S)Standard ���, � �(� 7�[1 � �� � � � EP G BY�� Q �p,qRM/!('. per.fy dcsi9n P t �a^Q��'�O N�OTES ON tHIS AN➢LNCLlIDED MITEK REFERENC PAGE R8 <�3 BENAE 115Ee.n' P° P�� e pplryusstlesgnuBman95hown , Designvolitlf ruSeonlywJhN�1 kc n e�tors- rorpo�ohonocomponenfisrespon5ibtllyofOVltlm9df g oozM1UCnonsMen�ipo�billityofihe .pMiTekAXlliab qppf abifrtyottlesi9nPO[a.met rsantlg perin o bracin to nsureztablH.tiv g� �� 9a� g . lorlatemisappotl (M�tluvl abmembeno ly�Atldtorioliempo �Y 9 w ,.,a mirmonent bmc ng�ol the'o e II IrvcM1?e ii ine P ��'b�u��rtv�OwLN Cnteria.OSB-09 and BC511 Bulltl ng Componeni 818 SowMSiae Road __ _�, n �. . _._ _ . u w. uG99432 N v O A n � ' � " ' E _ � O. - o„.`o `m -o o m` c��im m° � °'�. . � `o 03 � m � � O . E`o v . °1� t�= `a �ud s ti . � �N N L C C �. �O N N E p � �n U O �O -O O O O a p N � � C L L .0 ' - � . O N O'C J C UC Op �� � �vdi C�n E � � U� C U J U . 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V ^ � O ���aOc Q 'p O W � J ` 'OZ 6N'].�� 0 ` W � _ I I pN N � M \ \ O d�m�UCU `o w a � C9 W � a ' �� � x � �'�\% a �'a . a s � a �y- � v Q ; = �� . '� -' m �z m v - a om I � f " a rob Tmss Tmss Type aty Ply E5511B95 OROEFS VI'-0]096 VCOM 1 1 Jo�Felerexe(opfional) - NVR Homet,X Z200 5 Ocl 5 2099 MiTek IMUStnes,Inc. Thu Nw 12 15:55:01 2009 Page 1 9-]-3 142-] _. .. . .- _ _.. ._ " '?�'3_"._'_ . ' 9]< _ 4x6` Scale=1:54.1 5 15 16 3x4 II 3x4 II 3a6�i 6 3z6 O 4 � 10 W 12 3 3x4 II 3xa II Z 8 9 1 �"��4xfi�i IA 13 12 11 10 4��\ 3xa I I 3x4 II sxs= 3x4 I I 3x4 I I te z-� 1&2-J Plate OHSets(X Y)' �1'0-5-5 Etloel�f9:0-1-2 Edqe� f12:0-3-0 03-0� LOADING(ps� SPACING 2-0-0 CSI �EFL in (loc) I/defl Lld PLATES GRIP TCLL 2�_5 Plateslncrease 1.75 TC 0.33 Vert(LL) Na - Na 999 MT20 797/144 (Graund5now=3�.0) Lumberincrease 1.t5 BC 0.17 Vert(TL) Na - Na 999 TCDL 10.0 qep Stress lncr YES W B 022 Horz(TL) 0.01 9 Na Na BCLL 0.0 �de IRC2009/TPp007 (Matriz) Weight 691b BCDL 10.0 LUMBEq BflACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 80T CHORD 2 X 4 SPF Stud BOT CHOR� Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stutl Mi7ek recommends fha[Stabifirers and required cross braci�g � be installed during truss erection,in acwrdance with Stabilizer . Installation uide. FEACTIONS (IWsize) 1=13/19-2-7 (min.0-2-6),9=13/19-2,7 (min.0-2-6),t2=257/19-&7 (min.0-&fi),13=342d9-2-7 (min.0-2-6), � ia=2�sns-z-� �min.o-z-s),n=snvis-z-i_lm��-�o-z-s).io-z�sns-z-� �min.o-2-s� Max Hoa t s317(LC 7) Max Uplifti=-122(LC 6),9=-62(LC 7),13=-290(LC B),14=-231(LC 8),11=-289(LC 9);10=-231(LC 9) Max Grav 1=213(LC 7),9=175(LC 9),72=257(LC 1),13=368(LC 2),14-279(LC 1),t 1=368(LC 3),10-279(LC 7) FORCES (Ibj-MaximumCompressioNMaximumTension TOP CHORD 1-2=333/t94,2�3=27N184,3-4=-089/188,445=747/203,545=55/231,5-16=-55/219,6-16=-147/191,6-7=-9M93, 7-8=-137J89,8-9=268/99 . . 80T�CHORD 1-14=-fi9/789,13-14=69/189.12-13=-69/189.17-12=-69/189.10-11=-69/189.9-10=69/189' WEBS Sd2=ll8/5,4-13=-285/338.2-14=-220f2&5,6-17=-285/338,8-10=-220/285 ,,`l��i1111iflir{lr��rF NOTES (9-10) ��0�\�Fk. �?°T,;�.,,''!. 1)W ind�.ASCE 7-05;12Umph;TCDL=6.Opsf;BC�l=6.Opsf;h=25ft;Cat.II;E�B;encbsed;MW FRS�(low-nse)gable end zone and PC �� .,� • °-"�� � .����. . �.EMerior(2)zone;cantilever lett and right exposed;PC tor members and forces&MW FRS for reactions shown;Wmber DOL=1.60 � Q' r�`.:!�; _ piate gnp DOL=7.60 � � �`� , 2)TCLL�.�ASCE 7-05;Pg=30.0 psf,(ground snow);Ps=21.5 psf(roof snow);Category Ii;Ezp B;Partially Exp.;Ct=1.1 M1 � r -� �3)AOOf design snow load has beeo reduced to account forslope. ` ro • �� -��.,..-.�,;,�-,:; ., �' _ 4)Lnbalancetlsnowioadshavebeertconsitleredforthisdesiqn. — ' ��'�� �`?�' �. ty„ � 5)Gable requires conlinuous bonom chord beanng. -,�� L 5�1,i��[ � �,, : 6)This tmss has been designed�for a 10.0 psf bottom chord live loadnonconcurrent with any other live loads. � ,T '•, i � ;w� 7)Pmvide mechanical connection(by others)of truss to beanng pla:e capable of withstantling 12216 uplift at joint 1,621b uplift at�omt 9 ���<�; ��•��L'1,���P ��- � ,-290 Ib uplitt at loint 13,231 Ib'uplift at joint44,289 Ib up1iR at joint 71 and 231 Ib uplifl at join[10. S� � "' cr .j,�` 8)This tmss is designed in acwrtlance with the 20091nternational Residentiai Cotle sections R502.11.1 and R802.102 and ref=renced '�j�,C/'ti���L C�:���� stantlard ANSI/TPI 1. ����ll f����1«��,i 9)Designs checked for ASCE 7-0S�wind at 120 mph,v+ind reacfions x 0.56 will adjust wind bad reactlon}o a speed of 90 mph(D.69 for 100 mph and 0.84 for 110 mph).All other�oeffcients remain ihe same�as shown. 10)SPF No2 and SYP No.3 can tie subslitu�ed for SPF Stud Grade material(ROOf Wsses only). LOAD CASE(S)Standard ���f�- v f ZU;1 . . — j �� AWAAMNG-Ven'fydesignOammehrsnnCAEADNOTESONTHISRNDINCLUOEDhIITFXREFERENCEPAGEbf/FO4O3BEfORElISE. � E {�G9���yyyY Desgn vaftl for vse only vniM1 hLiek conr�eciors.Rie tlesgn u bosetl onty opon parame�ers shown,antl iz�w on intlivitloal bvilding component . � �11M�� Applicobiliy of tlesign pa�ameters ond pmper inroPOrafion ot camporzni is responsiblliy of boilding desgrier-noi fruss CesgneCBracing sMwn B� iz for loterol support of IntlNitluol web members onlµ��Atlditioml fempomry bocing to insure stoblllry tloring conshuction 6 Hie resporssbillM of ihe p Miiek annia�e erecfor Atlddlonol pertnonen�bracing o!the Ov¢ra0 shvcNre S iM1e responsibli�y o�Me bail�ng deSiB�e[Por gentrol goiCOnce:regattling tabnmtlon,qoalitymnhol.slo�vge,tlefvery,e�ecM1Onantlblocing.mnvlf ANS�RPI10vafilyUtetla,DSB-B9antlBCS116uildingCOmponent 8185ountlsltlaROaE SofeN���o�maHOn available fiom Tvss Plate InzfN�eiJ81 N.leeSheei;S�ife 312 Nesantldo,VA�314 Edenton,NG 2]932 _ , - . - � N � � y,� n `� E m r � 't � � „ a� Qy. _ .> E .. .. o.� . o _ . cti. � `o� . a 3 � a m o „ o � � � �, v� r � o p d 00 � a " d= ti'� r p . 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TTU Nov 12 iS53032009 Page 1 11-2J 22-0.13 . . . _ '_ _ _ _ _ _ N-2> "_ _ H2] _ .. _ _ 4x6= Scale=1:625 1D.W 12 6 Sx6G 13 14 5a5�� 3 `' 3z4 II 3x4 II z 6 , t � 4x6 O 4ffi Q 12 11 10 9 B 3e4 II 3.4.11 5a5= 3x4 II 3x4 II 22-i13 223-13 � PlateOHSets(XY): I�:0-5-5Edqe� f3:0-3-003-0� �303-00-3-0� f7:0-1-2Etlqe� f10:0-3-00-3-0� ' TCADING(psQ Z' S SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GFiIP (GroundSnow=30.0) P�ateslncrease 1.15 TC 0.34 VeR(LL) Na - Na 999 MT20 197/744 'TCDL t0A Lumberincrease 7.15 BC 0:15 Vert(fL) Na - Na 999 BCLL 0.0 Rep Siress Incr YES W0 0.19 Horz(TL) 0.01 7 Na Na BCDL 10.0 �tle IFC2009liP120�7 (Matrix) Weight 9316 LUMBER BRACING TOP��CHORD 2 X 4 5PF Stutl TOP CHORD StrucWmi wood'sheathing directly applied or fi-O-Opc pudins. 80T CHORD 2 X 4 SYP No.3 or SPF Na2 BOT CHORD Rigid ceiling direc�ly applied or t0-0-0 oc 6racing. OTHERS 2 X 4 SPF Stutl W EBS t Rovi at midpt 4-10 ` ' MiTek reCOmmends that Stabdizers artd required cross bracing be installed tluring truss erection,in accordance with Stabilizer ' Installation uide � REACTIONS (Ib/size) 7=121/22-4-73 (min.0-2-13),16=268/22-4-13 (min.0-2-13),71=333/22-4-13 (min.0-2-13),72=308/22-4-13 � (min.0-2-73),9=333/22-0-13 (min.o-2-13),8=308/22-4-13 (min.0-2-73),7=121/22-4-13 (min:0-2-73) Max Horz 1=372(LC 6) � Max Upliftl=-96(LC 6),11=280(LC e),72=253(LC 8�,9=-279(LC 9),8=-253(LC 9),7=-33(LC 7) Max Grav1=200(LC 7),t 0=268(LC 1),11=369(LC 2),12=308(LC 1),9=369(LC 3),8=308(LC 1);7=136(LC fi) FORCES (Ib)-Maximum CompressioNMawmum Tension TOP CHORD 1-2=335/208,23=-205/197,3-13=-156/230,443=-59258,4-1.�-59248,5-04=-156/220;5-6=136/98,6-7=-249/110 BOT CHORD 1-12=-85235,7192=-85/235,tOd4=81/238,940=BV238,8-9=-BO/233,7-8=80/233 WEBS 4-10=188/0,3-11=289/331,.&12=-225/284,59=-289/331,6-8=-225284 NOTES (910) l\l�illil�/( 1)W intl ASCE 7 O5;120mph;TCDL=fi.Ops1,BCDL=6.Opsf;.h=25ft;Cat.II;Eicp B;enclosed;MW FFS(low-nse)9able end zone and GC `\��, «�/� Extenor(2)zone;cantilever lett and nght eapasetl;C-C for members and forces 8 MW FRS for reachons shbwn;Lumber DOL=7 60 �\.�� �T� � - �f piate 9np DOL-1.60 \�OV��Z P �i�� 2)TCLL ASCE 7-05;Pg=30.0 psf.(ground snow);_Ps-21.5 psf(mof snow);Category I I;6cp B;Paroally E�.;Ct=1.1 � o- ' �i ` ��u� % 3)Roof design,snow load has been reduced to account for slope. , � ;F� _. t �� 4)Unbalanced�snow loads have been considered for this design. � 'S :`r 5)Gable requires continuous botlom chord bearing. � � _�,V4 6)This tmss hasbeen designed br a 10:0 psf.6ottom chord live load nonconcurtent with any other iive loads . • h�7 � � '' �- � 7)Pmvide mechanical connection @y others)ot.truss to bearing plate capable of withstantling 961b uplitt at joint 1,28o Ib uplift at�oin��j `• $T a:`�r `�� . � " i t,2531bpplik at joint 12,279 Ib upiitt atjoint 9,2531b uplift atjoint 8 and 331b uplik at Joint 7. �•G, '•, �r p, ._ �„ -'� 6)This truss is tlesignetl in accordance with the 20091nternational Residential Code sections R502.11.1 and R602.102 and referencetl; -`,�, ' ' ��(i i h�;'-•'�� =� �:� standardAN51(fPt�1. :��;^t., "�-�-•' � `'`�': . "%^�• �' � 9)Designs checked fo�ASCE 7-OS wind ai 120 mph,wind reactions x 0.56 will atljust wintl loatl reaction to a speedbf 90 mp�(0.69 for �,�� �,J i��G L �\ 10)SPf No2 and SYPrNO.3 can be sub titued for,SPF S ud'Grade ateral(Roof tmsses only). f,��f��������`����\\ LOAD CASE(S)Standard ,lUL � � 20°, _ . i" � WARMNG-Venfy Qesign yar'nme�ers und ItEAD NOTES ON SHIS AND INCLUDED dfI1SK REFERENCE PAGE MII��4>3 HEFORE I)S5. � ��ry� EEPI BY/� Des gn vafd(or use only wtlry�JTek mn 1 rs,ihu dengn u basetl onty upon pammefers zhown.antl s fa an intl hdual b ldng co poneni. � Y—� qppncobilM of tlesig pa ters and p per incorporotion oi mmpona�t s responi bl fy of b Itl'ng designer not fioss tle9gner�&aang fiown �� �0 k(o loterol suppotl of ntl itl ol web members oMy. 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