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HomeMy WebLinkAbout14070058 Truss Plans "�;,� • � ..., 1 . ' � . � TRUSS 31 (EA-98741) JSC,100 TRUSS 31 (EA-98742) JSQ00 � TRUSS 31 (EA-98743) JSQ00 � TRUSS 15 (EA-98744) JSQ00 � TRUSS 15 (EA-98745) JSQ00 � TRUSS 22 (EA-98746) JSQ00 � TRUSS 31 �Eq-98747) JSQ00 � TRUSS 31 ��'98748� JSQ00 � EA-98749 JSQ00 0 TRUSS20 � � O EA-98750 JSQ00 TRUSS 20 (EA-98751) JSQ00 � TRUSS 20 (EA-98752) JSQ00 � TRUSS 4- (EA-98753) JSQ00 � EA-98754 JSQ00 0 TRUSS 20 � � O EA-98755 JSQ00 TRUSS 19 (EA-98756) JSQ00 � TRUSS 5- (EA-98757) JSQ00 � TRUSS 2- (EA-98758) JSQ00 � TRUSS 2- (EA-98759) JSQ00 � TRUSS 2- (EA-98760) JSQ00 � TRUSS 1- (EA-98761) JSQ00 � TRUSS 5- (EA-99583) JSQ00 � TRUSS 33 (EA-99584) JSQ00 � TRUSS 3- (VT-01081) JSQ00 � TRUSS 6- (VT-01082) JSQ00 � VT-01083 JSQ00 � TRUSS 2 (VT-01084) JSQ00 � TRUSS 16 (VT-01085j JSQ00 � TRUSS 2- (VT-01281) JSQ00 � TRUSS 5- (VT-01282) JSQ00 � TRUSS 8- (VT-01283) JSQ00 � TRUSS 10 (VT-01284) JSQ00 � TRUSS 13 (VT-01285) JSQ00 � TRUSS 16 (VT-01286) JSQ00 � TRUSS 18 (VT-01287) JSQ00 � TRUSS 21 (VT-01288) JSQ00 � TRUSS 2- (VT-91913) JSQ00 � TRUSS T0 (VT-93613) JSQ00 � TRUSS 4- (VT-93666) JSQ00 � TRUSS 6- (VT-93667) JSQ00 � TRUSS 7- (VT-93668) JSQ00 � TRUSS 7- (VT-93670) JSQ00 � TRUSS 6- (VT-93671) JSQ00 � TRUSS 18 (VT-93673) JSQ00 � TRUSS 20 (VT-93674) JSQ00 � . - � � ENGINEERING BV (i tlesi [ r:�RP.fiD NOT55 ONThTS 9ND INCLCJED�RII E REFL.FENCE PAGd ILII <O3 BEFOAE USE. ������ I Q�WAAMNG�➢ IY 9^P ' °. � ,Desgn alitlt roseo N"�m'�`�'��k o ne � rs.Thi tl sgn basedonly ponPammeterssM1O n,�tl�Yw ' d'-tl albuld gc���;neolthe nMieknttii'iete� qpplcobliyo tlesg�Pa�o�^e� o dpmperl coryoafo ofcompon ���sPO �b�re��b�i^9�des9corisfrycfiJS tlihe¢saBOCinhshovm __ roeresnonsbrlityotiheboldirgoesigne '�cenemfglteu0dna,COmponeM 8185ouMStleRoatl mr�nterols0000roi-ntlrvHoc eb embersonty Atldhonaltemp rary 5 ^ 0O Ap . --^l^ -� �, — —--t�, 61 � � � � a � � = " � � o�o �, o �v o m� � o 03 m ' ° I y d�m `ms� �� °io` a� a � �m = m ° � ° o`o s a � °5 �� w �n, v �� rna��y o2 Dc o .a c`�i ' �o ��u °�' . ° a �a� o o a�i � `0 3°= s i 4f �n Eo � u� n3 r �:.^ °� � o� n-o 0 0 �� N > - 2 s £ �U . � �� � g V �� ca� o °�' s> � a°im �a m`o �o oa �E a.°� a � ai � �3 -o m� o�3 � � U � N � �o � „ b oati � oo_ ��n o `om �`o `m '�°� oc S °o � .o ^ o�� 'a`u ? �.� ct � •� � -� nm2 m� �o c �3a oz o.o ._ m � c o� o � �� n n u° ao �co. o` f� a�C oo �oc.� o,� ��$ o 'pz "s �`o o'° a�° _o � mm o ° � � � D E � �3 0 4J O � mo m�� � o ° oo�_ > o„¢ �3 � m �om °u°m o� ae� "o . ° ' £ � � mo �rnm c � � OC .U� a°,o:o �m ��Z.� rn o�� .3o EE � m o °� oa sa roi �°-�d m � � Ewai a� m' � /�� Om -O C ' U. � N� � O.'^ 'Om . cu 3 m � mc o mo � ao o u = $ » o 0 om oo `o E.� > � � � u �. 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BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. 80T CHORD 2 X 4 SPF Stud MiTek recommends that Stabilizers and required cross bracing W EDGE be installed during tmss erection,in accordance wilh Stabilizer Left:2 X 6 SYP Na2 � Installa[ion uide. REACTIONS (Iblsire) 3=20/Mechaniral,1=98/03-8 (min.0-1-8).2=79�Mechanical Max Horz1-119{LC 8) Max lJplif@=-108(LC 8) Max Grav3=39(LC 4j,1=98(LC 1),2=79(LC i) FORGES Qb)-MaximumCompression/MaximumTension - TOPCHORD 1-2=?OS/47 BOT CHORD i-3=0/0 JOINTSTRESSINDEX 1=0.t5and1=0.03 NOTES (9-10) �)Wind:ASCE 7-05;120mph;TC�L=6.Opsf;BCDL=6.Opsf;h=25f1;Cat.II;Exp B;enclosed;MW FRS Qow-rise)gable end rone and - Extenor(2)zone;cantilever IeR and right exposed;GC for members and forces 8 MW FRS for reaclions shovm;Lumber DOL=7.60 ``\`\``\���\�Sr'�r��//''` plafe 9np DOL=7.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flal roof snow);Category II;Exp B;Partially Exp.;q=t1 ` �� ,,. ... Z�f'j �j�' 3)Unbalanced snow loads have been consitlered for Ihls design. ,r i 4)This truss has been designed for a 10.0 psf bottom chord live load nomm�cunenl with any other Iive loads. � '�" �;4������C�;•,�'f � 5)'This W ss hasbeen designed for a live load of 20.Opsf on lhe bottom chord in all areas where a rectangle3-6-0 tall by 2-0-0 wide ��';r. e = wil6fd beN+een the bottom chord and any o[her members. ; ,C ��: .�,.���� -_ ` 6)Refer lo girder(s)for Wss lo truss wnneclions . . F C� '� _ 7)provide mechanical connection(hy o[hers)of Wss to bearin9 plate capable of wi[hstanding 108 Ib uplift at joint 2. � ' K y B)This[mss Is designed in accordance with the 20091ntemational Residential Code seclions R502.11.1 and R802.t02 and referenced/,`^f _ standard ANSI/iPl 1. 9)Oesigns checked for ASCE 7-05 wind al 120 mph,wind reactions x 0.56 will adjust wintl load reaclion to a speed of 90 mpti(0 69 for �j,/, p �'~� �`,� � 100 mph and 0.84 for 170 mph).All other coefficients remain ihe same as showa ��� ''!�,.,_ � �0)SPF No2 and SYP No.3 can�be substiWted for SPF Stud Grade matenal(Roof trusses only), t� - LOAD CASE(S) Standard FEB ., 2012 � � ENGINEEBING BT !. ryqf.M�-y nfy C¢sign p� t s artd AF.fiD NOIES ONTfIS 4NJ IACLUDEI�5II EK REF^'.REf�`CS PAGE FSII-i4 3 5 NP.E(ISE. ������ 6f � De3nvalitlforvs only MI-V1ek o ecfon.ihistleroAOnotcom�nonePi¢e��rtsblHsofti Itlngdesgunnothusstlaaner.BmPigs�oV+n ApplicabiliN of de'g po m iers a d pmpe ' cora F �° I eeclaeAddfio alpfrm a ab c g mll+e�werollAhii t��sthe esponStilityotYiebvlds gtl�� er�'o gs�erh-o�aoeces 9ni�biniNo(fne 1'miiexnnlnaie ..e n I....r-i n a.c o n rv l t ANSI R PII Qoahly Cri�er o,�SB�B9 and BC511 Bulltl np Componen� 8'B Sound'0 R tl � _�r � °�°° �, � +oy v ; � �s �+ � m o„o a`�� � o � � m �° � �v `m � o 0�3 r�A m o�m �rE ..o.m �a s v E o°� �.� o D � a° ° n .� � c oo .� .�y!°°� m„^', c�- � �o ;� c � � u `o �� m . ° � . 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O o u a, „� � m o � Q r � I v� � >C � z `� � iJ� iy .d' r H P . � � � � � a m cZ mU —Q �c� rLti. , Tmss TrussTyoe �N P�Y E6171711 IORGERS BR-00027 HIPS > > JobReference o tional NVR Homes,X 7250 s Aug 25 2017 MiTek IntlusUies,Ina Wetl Oct 1216:39:53 20t 1 Page 1 ID:OnUbbOyc7zHFDuMNZG90iyU%PR-b78z2F4hj513i9nw7B1 MDCX3oiyp7pahBHNeEyU6tla 2.3-8 64�4 Ba-12 2-3-8 39-12 2.3-8 Scale=1:19.8 4�= 4z12= Z 3 12.00 12 8 ] 4 4 1 � lo ' 9 6� 3x4= 5 10 3x4 O 3x4 II 3xY�/ 3zB II 3x8 II py{ 2-54 Sit-0 &U5 8412 0.a6 2-0-14 3-6> 2-0-16 0.-0-6 Plale Offsels(X Y): f 1:0-3-12 0-0-0��1:0-� 3-8 Edge��[2'0�4-8 0�2-0] �39-1�-8 0-2-0] �4'0-0-0 0-0-4� �4-0-3-8 Edqel LOADING (ps� SPACING 2-0-0 C51 OEFL in Qoc) Ude9 LJd PLATES GRIP TCLL 30.0 p�ales lncrease 1.15 TC 0.79 Ved(LL) -0.01 S6 >999 360 MT20 197/144 (RoofSnovr30.0) Wmberincrease 1.75 BC 0.51 Vetl(TL) -0.03 5-6 >999 240 TCDL t0.0 RepStresslncr NO W8 0.07 Horz(TL) O.Ot 4 rJa n/a BCIL 0.0 ' Code IRC2009lTPI2007 (Mairix) Wind(LL) OA1 S6 >999 240 Wei9ht:31 Ib FT=S% 6CDL t0.0 LUMBER BRACING TOP CHORD 2 X 4 SPF S1ud'FxcepP TOP CHORD SlrucNral wood sheathing direcNy applied or 5-542 oc pudins. 23:2 X 4 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOTCHORD 2X4.SPFSNd WEBS 2X4SPFStud W EDGE Left:2 X 4 SPF Stud,RighC 2 X 4 SPF SNd ' REACTIONS Qb/size) 1=5W/0-3-8 (min.0-1-8),4=597/0-3-8 (min.0-t 8) Max Horz 1=-75(LC 5) Max Uplifl 1=-78(LC 6),4=78(LC 5) Mac Grav 1=689(LC i6),4=689(LC 16) FORCES Qb)-Manimum Compression/Maximum Tension TOP CHORD 1-7=-785/95,2-7=-684/98,2-3=-467/91,3-8=-683/96,4-8=784/95 BOT CHORD 1-9=-97/456,6-9=-97/456,5-6=E3/466,5-10=-65/456,4-t0=-651456 W EBS 2-6=0/783,3-5=0/182,3-6=36/37 NOTES (10-11) 1)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.OpsY,h=25R;CaL II;Ery B;enclosed;MW FRS Qow-rise);cantilever left and 2)TCLL ASCE 7 OSmPF-0 0 psf(flaProof sno DOCalegory II;E�B;Partially Exp.;Ct=1.1,Lu=50-0-0 ����t,� ,�'�'������I�� 3)Unbalanced snow loads have beem m�sidered for Ihis design. �\\� ,{�, ���-?���. �//� 4)Provide adequata drainage lo preven�water ponding. �� '�` ...•••= C,-., ' '' �� 5)This truss has been designed for a t0.0 psf bottom chord live load nonconcurrenl with any olher live loads. ��p¢' ,�'�_�,�'���-^:"�`'F`4 r 6)'This�russ has been designed for a live loatl of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wid$ �= ;;_ � � � will fit behveen lhe bot5om chord and any olher members. ' �{' � ' 7)Provide mechaniwl conneclion(by olhers)of Wss to bearing plate capable of withslanding 781b uplift aljoinl 7 and 781b uplifl 0C +� ; ^., ,.'.,_,.�,-�:�.,;SS ; _ joint4. — 'V . �° � � _ B)This truss is designed In accordance with the 2009 IntemaGonal Residential Code sections R502J 1.i.and R802.102 and „ . . ;� �-. referenced standard ANSIlTPI L ,. %n� � ` 9)In ihe LOAD CASE(S)section,loads applied lo the face of the truss are noted as front(F)or back(B). '�-.� " �} 10)Designs checked for ASCE 7-05 wind at t20 mph,wind reactions x 0.56 will adjus[wind load reaction lo a speed of 90 mph(0.69 <, .���. ) for 100 mph and 0.84 for 110 mph).All other coefficients remain the same as shown. .�i �� �"" � , � 11)SPF No2 and SVP No.3 on be substiNted for SPF SNd G2de material(Roof trusses only). 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L'_ p� -O ».= -O � O ] `d N z � ��- ; � a`, c � 3 � �� O` �=-m � .. ooNmomu o p - ..o i vo z v o�or� �= c ca V � oo � Q ' Q 4 ' Q v° °`om��5� o O � .p o IL m c Z d�(°(�C(J p� G1 O A � Y _ I � O � y � J U� H � i�. �/ W f� y! /� � Z Z'a P � Q � O Q � �} W � � � c0� � J 6 v� a V J m C Z N U 1 Y Q Q O] � _ I �dob • Truss Truss TYPe �N P�Y E6171711 ORDERS 8R-00027 HIPS � � JbRf C I �95n c Aun 25 2011 MiTek Industnes,Inc. Wed Oct 72 1639:53 2011 Page 2 NVR Homes,X I�'.OnUbbOyc7zF4FDuMNZjG9�iyUXPR-678z2F4hj513i9mv281M�dX3oiyp7pahBHNeEyUtida LOA�CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=l.i5 Uniform Loads�(pl� VeR:1-7=-80,2'7=-120(F=-40).2-3=-120(F='40).3'8=-120(F=-40),4r8='80,1-9=-20,9-10=50(F=30),4-10=20 2)U��bal.5now-Left:W mber Increase=1.75,Plate increase=1.15 'Uniform Loads(pl� Vert:1-7=-8q 2-7=-103(F=-23),2-3=-103(F=-23),3-8=-61(F=-23),4-8=-38,1-9=20,9-10=37(f=77),4-10=20 3)llnbal.Snow-Right:W mber Increase=1.15,Pla�e Increase=1.15 Uniform Loads(pl� Vert:1-7=38.2-7=78(F=-00).23=-120(F=-00),3-8=-120(F=-00),4-8=80.1-9=20,9-10=-50(F=30).4-10=20 4)16C BC Live:Lumber Increase=125,Plate Increase=125 Uniform Loads(pIQ Vert:1-7=-20,2-7=-44(F='24).2'3='4A(F=-24),3-8=44(F=24},4-8=20.1-9=-00,9-10=-SB(F=}8),4-}0=-4� 5)M�NFRS W ind LeR:Lumber Increase=1.60,Plale Increase=1.60 Uniform Loads(pl� . Vert:7-7=14.2-7=-5(F=81,2-3=41(F=8),3-8=28(F=8),4-820.'7-9=-12,940=6(F=6).4-10=-12 Horz:1-2=2,3-4=32 � 6)MW FRS W ind Right Lumber Increase=1.60,Piate Increase=7.60 Uniform Loads(pl� Vert::i-7=20,2448(FS).2-3=411F=8),3-8='SlF°S),4-8=�4.1-9=12,940=6(F=8).4-56=-52 Hoa:�t-Y--32,3-4=-2 7)MWFRS tsi Wind Parallel:Lumber Increase=l.6D,Plate Increase=1.60 Uniform Loads(pl� � . Vert:i-7=26.2-7=32(F=6),2-3=18(F=6),3-8=18(F=6).4-8=12.1-9=-12,9-10=-8(F=4),4-10=12 . Hoa'1-2=-36,3-4=24 g)MWFRS 2nd Wind Parellel:Lumber Increase=1.60,PlateJncrease=1.60 Uniform Loads(pl� Vert:�t-7=12,2-7=18(F-6),2-3=78(F=6),3-8=32(F6),4-8=26.1-9=-12.940=8(F=4).4-10=12 Hoa:b2=-24,3�=38 g)WWFRS 3rd Wind ParalleC Wmber Increase=1.60,Plate Increase=7.60 Uniiorm Loatls(pl� VeA:7-7=26.2-7=32(F-6),2-3=1 B(F=6),3-8=18(F=9),4-8=12.1-9=-12,9-10=-BIF=41.A-10=12 Horz:1-2=-38,3-4=24 tO)MWFRS 4th Wind Parallel:Lumberincrease=1.60,Plate Increase=5 60 .Unifortn Loads(pl� ' Vetli L7=12.2-7=18(F=6),2'7=1b(F=6)�3-8=32(F=6),4-8=26,1-9=12.9-t0=8(F=4),4-10=12 Hoa:Y2=24.3-4=38 ��)3rd Unbai.5now-Left:Lumber Increase=t.75,Plate Increase=1.15 Uniform Loads(pl� Vert:1-7=38,2-7=-61(F-23),2-3=403(F=-23),3-8=61(F=23),4-8=38,1-9=-20,9-10=-37(F=-t7),4-10=-20 �p)4tfi Unbal.Snow-Lefl:Wmberincrease=l.tS,Platelncrease=1.15 Unifortn Loads(pl� � VeR:1-7=-95.2-7=-N7(F=-22).2-3='60(F=22)..3-8=-60(F=-22),4-8='38.b9='20.9-10=36(F=-76),4-10=-20 t3)Sth Unbal.5now-Right Wmber Increase=t.15,Piate Increzse=7.15 Uniform Loads(pl� Vert:1-7--38.2-7=61(F=23),�2-3=-103(F=-23),3-8=61(F=23).4-8=-38,1-9=20,9-10=-37(F=-17).4-10=20 i4)6lh Unbal.Snow-RighC Wmber Increase=1.15,Plate Inc�ease=1.15 Uniform Loads(pl� VeA:1�7=38,2-7=-60(F=-22),2-3=60(F-'22).3'8='117(F='22),4-8=-95.�'9='20.9-10=36(F=-16),4-10=-20 15)7th Unbal.5now-Parallel:W mber Increase=1.15,Plate Increase=t.15 � Uniform Loads(pl� Vert:1-7=-38,2-7=61(F=-23),2-3=-176(F=23),3-8=-61(F=-23),4-8=38,b9=-20,9-10=37(F=17),440=-2C 16)8th Unbal.Snow-Parallel:�Wmber Increase=1.15,Plate Increase=1.15 Uniform Loads(p�� Vert:L7=-�53,2-7=-198(F=45),23=-83(F=-45),3�-8=-198(F=45),4-8=t53,t-9=24,9-10=54(F=34),4-10=-20 � �' - - � �� � � �ENGMEERIN��� � � W:RNING�V fy desi9^P°r Y� nd 14.AD hOTESON iHIS 9ND M LCDED M[TLX FEIbEENCL P4GE trN�>9]3 EFOC.USE. 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Fn Od 14�3:S6D22011 Page 1 NVR Homes,X ID:?�'%51fzVN18mKkU2rOKC?FyUCjDAEOQMYE9Gm88sXpzP0c0T4pxPbvKEVCBM52U3pyTUrB 1-11-0 1-it-0 Scale=t,8.9 2 S.pp �Z 3x4 II 1 � 3 3x4- 3x4 I I L11-0 1-01-0 OEFL in (loc) �Idefl va PLATES GRIP LOADING(ps� SPAGING 2-0-0 �S� >999� 360 MT24 �g��144 7CLL 30.0 p�ates Increase t.15 TC 0:10 VeA(LL) -0.00 1 RoofSnow=30.0) BC 0.05 Ved(T�) -O.DD 1-3 >999 24� ( Lumberincrease 1.15 n/a nla TWL ���� RepSfresslncr YES WB 000 Ho2(TL) 0.00 ��,� 240 Weight5lb FT=S% BCLL ��� � Code IRC2009/TPI2007 (Matrix) Wind(LL) 0.00 1 BCDL 10.0 gqpCING LIJMeER TOP CHORD SWCtural wood sheathing directly applied or 1-11-0 oc pudlns, except TOP CHORD 2 X 4 SPF SNd end verticals. 805 CHORD 2 X A SPF S\ud g0T CHORD Rigid ceiling directly applied or�0-0-0�oc bradng. WEgS 2X4SPFStud MiTekrecornmendsthatS�a6ilizere�and�requiredcrossbracing be installed during Iruss erection,in accordance with Stabilizer Installa[ion uide. REACTIONS (Iblsize) 1=87/0-3-e (m�n.0-1-8),3=87103$ (min.0-1-8) Max Hoa1=4t(LC 8) Max Upliftl=-18(LC 8),3=36(LC 8j pORCES Qb)-MaximumCOmpressioNMaximumTension YOP CHORD 1-2=37122,2-3=-74r/5 �OT CHORD 1-3=010 JOINT STRESS INDEX 1=0.06,2=0.03and3=0.03 NOTES (8-9) 1;Wind:ASCE 7-05;'120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl;CaUI;Exp B;enclosed;MW PRS(low-rise)gable end zone and GG ,`'i�,;.+t' "/ ENerior(2)zone:�nti�ever left and righl exposed;FG for members and forces&MW FRS�or reactions shown;Lumber DOL 1 60 `` `\� TT,?'H `/// plate grip DOL=�.60 w, �1 . ���, �7/ p1 TCL�'.ASCE 7-05;Pf=30.0 psf(Bal roof snow);Category Il;fxp B:Partialiy Ezp.;Ct=1.t � _c ,�` ��w 3i Un�alanced snow loads have been considered for[his desiga '� Q� ;�;��'- ' -^��;'�'. _P . 4)This truss has�been designed for a 10.0 psf bottom chord live load nonconcurten�with any other live loads. „ � 51'This truss has been designed for a live load of 20.Opsf on[he botlom chord�in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide .. ' - — wi0 ft between.the bottom chord andany other members. 'r, _ 6)Pmvide mechanical connection(by others)of Wss lo bearing plate capa6le of wilhstantling 1816 uplift at joint 1 and36 1b up6ft at - Y` ��:!'� < � joinl3. " t-'.2� f� 7)Th'ts tniss{s designetl in accordance wi[h the 2009 Inlernational Residential Cotle sections R502.t 1.1 and R802J02 and referenced ., ` y� 1 standard AN51(fPl 1. 8)Desi9ns checked for ASCE 7-OS Wind at 120 mph,wind reac[ions x 0�.56 will adjust wind load reaction ro a speed of 90 mph(0 69 r^(��,.ly�„�,. � � _ ! ��ti 100 mph antl 084 tor 110 mph).A��olher coeffcien[sremainlhe same as shown. % r , �``�'�`s 9)SPF No2 and SYP No.3 canbe substituted for SPF SNd Grade material(Roof Wsses only). �_ .i i `,,`,\ LOAD CASE(S) Standard FEB 0 2 2b12 � ENGINEERING 61' A W'AAMNG�Venfv dengn pu ers¢nd RE4D NJTES 01 TIfIS 9XD IN�LUDED MTE�T F'LFE��F AGE.�➢-ld� 8 ���SF, ������ D sgivalitlforvseonlyvnthMii kco necbrs.ID ae gn- ba o ly p p ame rssM1O ,ontl¢fo n nd itl Ib�itli 9comp nent. yy � I . . -_^^ ^ ^ ^ _ ^^ �� PMiTekNtllliale qpp� ablliFy of tle 9n P ameters o d p-pe�ncorpo� f n compo ni es➢onz bdry ot b Ading tle gne n 1 M1vn desg e.5 a g 5how0 bforloeralsvp��ofnd' dvol eb ^e't�ove'al�slr�[nreisthe�r�O�bliryo�ihebuldBtlez�ane�ogenemlgCa e�g d���of}he „ ��, � _, _ e o i�'p���tlinaCOmoonenf Bt85ountlsitleROatl � _. � tF1 � � � � 9 I � � � � „ �L Q U O �O N � O � � y� �� � �D � O O�� I w O m . �O CN m� " � 4 1].� LN O � � 0p .` Q �2 �� 'O N /0 � Ol N CI L'_ N c O � N E O _ U C � O'c � � C U C O 0 L � ai� �-E -of .a� - c u � ° `o a'u m . ° o . m o o �m uo 30 3 QJ 'mN'L � � �C � LO � Q C � E� N j �. 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Thu Nov 03 70:18:46 2011 Page 1 ID:zjqTZgtu_cHa20W tlC5_6BdyU9P4c9cZiFksq W Xjpk2K5ECQqKRSR?fOBRMG?SqKUyMy81 -0.G]� 16] � 6-61 I)-0�id� �OE-I 3-0-0 30.0 0-fi-] 4z6= Swle=121.5 3 12.0� 12 '1 p 4 5 � e � ' . . lo �o 6 3zA= 3x< II 3x4= -0�6-P 6-6-] ]-0.1d 0-61 6-0.0 0-fi-) Pla'e OHsets(XY)' f29-2-6 0-t-81 14'0.2-6 0-1�81 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 plates Increase 1.15 TC 0.11 Vert(LL) -0.00 4 Nr 120 MT20 197/144 (ROOf Snow=30.0) �umber Increase 1.15 BC 0.05 VeA(TL) 0.00 5 Nr 120 TCDL 10.0 ReDStresslncr YES WB 0.03 Horz(TL) 0.00 4 Na n/a BCLL 0.0 ' Code IRC2009(TPI2007 (Ma�riz) Weight 22 Ib FT=5% BCDL 10.0 W MBER BRACING TOP CHORD 2 X 4 SYP Na2 TOP CHORD SUUCtural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling directly applietl or 10-0-0 oc bracing. W EBS 2 X 4 SPF Stud MiTek recommends thal Stabilizers and required cross bracing be inslalled during Wss ereclion,in accoNance with Stabilizer ' Ins�allation uide. REACTIONS (Ib/size) 2=186/4-10-10 (mia 0-1-8j,4=786/4-10-10 (min.0.b6),6=172/4-1040 (min.04-8) Maz Ho22=-706(LC 6) Max Uplift2=-80(LC 8),4=-88(LC 9) . FORCES pb)-Maximum CompressioNMaximum Tension - TOP CHORD 1-2=0l77,2-3=-114I68,3-0=-114l64,4-5=0A7 BOT CHORD 2-6=-24/70,4-6=-24p0 WEBS 3-6=-111/36 - , JOINT STRE55INDEX� � 2=0.72,3=0.04,4=0.12and6=0.02 NOTES (t1-12) 7)W ind:ASCE 7-05;120mph;TCDL=fi.Opsf;BCDL=6.Opsf;�=25fl;Cat.II;Exp B;enclosed;MW FRS pow-rise)gable end zone and GC ,'��_'. - Extenor(2)zone;cantilever Ieft and righi exposed;GC for members and forces 8 MW FRS for reactions shown;Lumber DOL=1 60 ��'� (/�, plategnpDOL=1.60 - , �z>����j 2)TCLL ASCE 7-05;PF=30.0 psf(flat roof snow);Cate9ory II;Ezp B;PaRially Exp.;CY-1.1 `�� ' � `,p ��ji - 3)Unbalanced snow loads have been considered for Ihis design. . - r �� 4)This Uuss has been designed for grealer of min roof live load of 12.0 psf or t00 times flat roof load of 30.0 psf on overhangs `�; `'��='„�� " �,. nomconcurrent with other live loatls ^ '.J� � -� f�{' � 5)Gable requires continuous bottom chord bearing. _ �+ _ 6)This Iruss has been designetl(or a t0.0 psf bottom chord live load nonconcurrent wilh any oNer live loatls. _ `. . ,,::�:'nr' ' _ 7)'This Wss�as been designed for a live load of 20.ODsf on Ne botlom chord in all areas where a rectangle 3fi-0�all by 2-0-0 widP- -:' � ' ' `,,:��.:, _ wilt fit behveen lhe bottom chord and any oNer members. =' � - ' j� B)Pmvide mechaniql conneclion(by others)of Wss�o beanng pla�e capable of wilhslanding 80Ib uplift at joinl2 and 881b uplift ai':� ' joint 4. 9)This truss is designed in accordance with Ne 2009 lntemational Residential Code sections R502.11.1 and R802.102 artd r'�fe,�e[�nced �� ����>�` standard ANSIffPI 1. ����� 10)See StandarU Intlustry Piggyback Truss Connection Defail icr Conneclion�to base truss as applicable,or consull quaiifed building !�-' designec �f FEB 0 2 2012 Conlinued on page 2 A NAlih]NG V<rtfydes�gnpatume[ers¢ntlFEADNOSE50NTffiFAhD(NCLLDEDAIIS£HP E.dEb'CEPAG£ffiIIJGT39E3OAEUSE. �CTe�.m.'IENGINEEFWGBY Des Itliorvxeonl 1hMlekconnecbrs.inutles basedonl on efersshown disforanntl 'tlolbvildin component. �rW�o pp/�g� gnva Y`+� 9ns Y�P Param 9 {SOIdF7_ Appl mbiliN a�tles gn parometers and proper�ncwporat on o'cortponenf u responsibJih ol b id ng tlesigner not hvss tlesgner Bmc ng shown � a���� 'S for loterol support of nclrv duol web memb�a only Add f o�al iempnory bac ng fe nvre stoti Ilry aunrg cotsiNCt on¢Ihe resportsibill ty o(tM1e n Mliax hntllate ereciw. MGibnal permonent bacing ol fM1e ovemll shucture e Rie resporwbairy o(Me twldrg tleigner_For gar�eral gvC�r�ce regarding faSricotbn.qoaFry contml,storoge,defrvey,erecnon antl oracvg,corcolt ANSI/IPII OvalHy Ctlleria,D2B�09 antl 6C511 BWCn9 ComponeM 81 B SounCSlde RoeO SNely ledotmallon ovolohle trom i�a Pbte InstiN�e,]BI N.Lee She�l.Svile 312 NezoMn�.VA 22314. EEenton.NC 2]932 � � - - � : I, � 9 /y A E N N L \J � d ? ui �` � � _ > E o � o c-o `m o 0 3 O m � Eo 'm . 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U O Qy N Q h^.-b ; W � W N m W .. (")(`��p C �- m � IY G' Q �O✓J P O���� . � W Q °7 yZj�' `SW � KP� 4�� W � ] u (9w o O � Zw U O_ wriZc+�i y � � � � Qo� a\ U d' -�n�m � � r- rjw sm � W MP�� `C ffIJ N ZOW 0� � U Q'��� WO�ZP aaoH�doi °a� �z a � "" � � m � � `ot� o c >- .c � a o a ��.� . �.0 o K `c.;_ N a � s �p4 c � N ? ' � N O O � v� � CO N �,O U � �`.� O C � N C N O U��.N C._ p � . U C E-6 N C X-�p � N N+ N aa O O O U � � O � � O O p �O � �'�.,L Oa �� Y t � Cv, N � � NCOO] CU L=n_ � ��'�� � c�� mo � °-pjo mE� � ou� o � mT�_ �o� o,-. � a� E� o c u, 3 u a a �0 2 c- o o , y . a �S o o � c � � �c a� N � U C— c N U�-"U wJ'.- N N H c u -° 'o E u o � c °-a E a o o ��9 .=�a o a �� N � o a a� o� o . -o'- m�a ° �4- - � o '� o m.N u C w '^ . `p_ � N � O O Z T,N�-' O U'� � � �'- .F- C � C U "' o�� °�.� . =a � o:o a Eo � °- O 9ta�a ooN� o.3oa� oo�a � a o� �- °= � � � aa� °ti'� '° a � m � 3 �a-oo�� o O `mac °T� x° ° .�o � °>� N � N °> Q� ��� .a �'�ooa� m` pO-�° o � � �`c� �'aa °oa N'`-��� ° P �� °� O °� QU_ac ° °-o� mm-°coo�ro z h U'4 Z Voo¢ o \ j °aa� � ° ° .`wc ��3os � �°so� �°��' 'c y oo�mornu �f I� � � Q y U c �_ N v o v o or- c p, O � o, U � a�.N-oa o � cf r . u � � ooa��55ro Q ;,�Q o � �(�\ �� z�om��U � O � I I g °2 y �X m 1�t,` \ (9 �' _ ` W a b � ' ` a V`� � ? �2 .' 1� r F G �� Q � L w r�i � ��� Q � � m N N � r � � a � � z �,� � m _ Q om � I Q�y Ply CGT00_FA� E619fi]75 Job Truss Tmss Type i t EA-934'l7 COMN Job Refemrice o lional OR�ERS 7250 s Aug ZS zo��MiTek IMustnes,lna Tho Nov 03 t0]8:462�tt Page 2 NVRHomes,X ID:z19TZgfu_iHa20WtlC5 6BdyU9PlcBrZFksqWXIPk2K5EGQqKRSR?f�BRMfj?SqKuyMyBl 17)Desi9ns checked for ASCE 7-OS wind at 720.mph,wind�reac�ions x 0.56 will adjust wind load reacfion to a speed of�90 mph(0.69 for t00 mph and 0.84�for t 70 mph).All cther coeffcients remain the same as shown. �p)SPF No2 and SYP No.3 can be subs[i�uted for SPF Stud Grade material(ROOf trusses only). LOA�CASE(S) Standard - � � �ENGMEERIN��� [ �L RSAD N�T�S O�THIS ANil L`��LLDED MfTLh F£P �LNCE P4 E I6II 0< 3 BLNn'E RSE^f I I � MARNIN� V �4 d �9^� . .. .. . . t m �e s� �,antl s fo .n�nti hdo I boil�net Bmm^9 shown � h MiSe'e AtliRete I orotion of ompo nt's respo b I N f b Idi e de�9 � ^ot m ss tle g pe gnvoldf r. e n1Y"^ihMTekconn ctorsl co�pe g^n��� MyVpo�� � n r stablirytlo ngc rtshu�fi 4� reD�bllityof.tM1e p���,;o5i�ry o(tle g-Dom te o�nd pmp b odngµp h idina des9�e For g-�erol g d nce regard g e� 818 So tl itle Roatl . PmbersonN�AtltliHOrulte p rv ` � � _ ,,,, _____ �� ----------- � t7� - � O � � � Q1 = > > � � o � o � � o� o � � o m . 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Q � v � w X Q Z w .. � *o Q �'. w � Z'a o; .. J �' Q � � m_ � Q m 'O Z m�n CQ nU Job , Truss Truss Typz Q�Y P�Y E6171865 OROERS EA-98689 COMN 1 1 Job Refererice ootionai NVR Homes,X 7250 s Aug 252011 MTek IMustnes,1�. Wed Oct t213:03:01 2011 Page 1 I�:Zs6cyVJMDmk�foSW tW7L7zkvnU-KOrLoWS2bNnlDyqkVuqaFjyyakh461KbnHncRyU9ou -Q1� S]l � ID-9-] � 1511-8 I 21.1-9 I .2fi-&9. I 3141-0 324a,A ' - uiia s�-� sa� sz-i sai sz-i s�.� o-ii�a 6x6 Q Sfale=1]87 6 8.00 12 3x4 II �� �B 3rd II 5 � 3x6 i 3x6 i ��y7 3x6 Q 3x6 O ^ 34 89 10 '��z �o�o 0 4n6= 14 15 13 16 tz 4x6= 4x8= 3x4 II 4x8= , 6x6= 3z4 II . 3rt II 3n6 II io-�� zi-i-9 3i-n.o 10.4] 1Pd-0 10.9] Plat Off ts(X Y) I6 0 3 7 0 3 0� �12'0 1 8�-0-8� �13'0-2-0 3-0-7� I�4'0-1-8 0-0-81 LOADING(ps� SPACING 2-Q-0 CSI DEFL in Qoc) I/defl Ud PLP.TES GRIP TCLL Z3.� p�ates Increase 1.15 TC 0.46 Vert(LL) -0.16 1244 >999 360 MT20 197l744 (Ground Snow=30.0) Lumberincrease 1.15 BC 0.45 VeR(fL) -027 12-74 >999 240 TCDL 10.0 Rep Stress Incr YES W B 0.47 Horz(TL) OAS 10 n/a n/a 6CI.L OA ` Code'IRC2009lTPI2007 (Matnx) Wind(lL) 0.08 12 >999 240 Weight2221b F�=�S% BCDL 10.0 �LUMBEft eRACING TOP CHORD Z X 4 SYP No.2 TOP CHORD SWCtu21 wood shea�hing directly applied or 4-7-6 oc pudins. BOT CHORD 2 X 6 S1P No2 BOT CHORD Rigid ceiling directly apptied or 10-0-0 oc bracing. WEBS 2X4SPFSlud'ExcepC WEBS iROwatmidpt 6-14,6-12 6-14,6-12:2 X 4 SYP No.3 or SPF No2 MiTek recommends that Stabilizers and required cross bracing be installed during Wu erection,in aaordance with Stabilizer ins�allation uide. REAC710N5 (IWsize) 2=1328/D-3� (min.0.L7t),10=1328/03-8 (min.0.1-11) Max Horz2=447(LC 8) Max Upliff2=-463(LC 9),10=-463(LC 10) Man Grav2=1435(LC 2),10=7435(LC 2) FORCES (Ib)-Mazimum Compression/Maximum Tension TOP CHORD L2=0/37,2-3=-2036l703,3-0=4736/611,4-5=4715/642,S-P=-1737/837,6-17=-1636/867,6�18=-1636/867, 7-16=-1737/837,7$=-1715/642.8-9=-1736/611.9-10=-2036/703.10-t1<0/31 BOT CHORD 2-74=-547J1589,14-15=-94/1002,1&15=-94/1002,13-16=-94/1002, 12-16=-94/1002,10-12=-419I1589 WEBS 514=-439f373,7-12=-439/372,3-74=-280/301,6-14=468/916,6-12=-068/916,9-12=280/302 JOINT STRESS INDEX 2=0.45,3=026,4=0.50,5=026,6=0.55,7=026,8=0.50,9=026,10=OAS,12=075,t 2=0.64,73=0.50,13=0.18,13=`\\`��1�3,=,,0�,0�0+�4/0.75 and 14= 0.64 ��\\.. i�.. $�'}j T�. �1/ NOTES (12-13) �• , . , :...'•t ���/��i 1)N'ind:ASCE 7-05;720mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL Ii;Exp B;enclosed;MW FRS(low-rise)gable end zone andC-C`'l:;:'.'�: r/?�:.�"i�\i, EeterioK2)zone;cantilever left and ri9ht exposed;GC for members and forces&MWFRS(or reactions shovm;Lumber DOL=1.5� •�'= „ � plale grip DOL=1.60 � 2)TCLL:ASCE 7-05;Pg=3a.0 psf(ground snow);Pr-23.1 psf(roof snowj;Ca�egory II;Eep B;Partially Exp.;Ct=1.1 - -. -.-��.c '; " _ 3)Roof design snow load has been reduced lo account for slope � - �� ' " ��-�� � �_ - 4)Unbalanced snow loads have beem m�sidered for this design. - . � ' �'-' ` ' 5)This Wss has Deen designed for grealer of min roof live load of 16.0 psf or 1.00 6mes fla�roof load oF 23J psf on overhan9s . ;��+ nonconcunent with other live loads. '�� ' }� 6)This truss has been designed for hasic ioad wmbinations,which include cases with reductions for mulGple concurrent live Ioads. ` 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any ofher live loads. *�,J. ��ti� .`?\� 8)'This truss has been designed for a live load of 20.Opsf on Ne bottom chord in all areas where a rectangle 3-6-0 ta11 by 2-0-0 witle wdl fi:between Ihe bottom chord and any other members;with BCDL=10.Opsf. 9)Provide mechanical connection(by oNers)o(Wss to bearing plate capable of wiVistanding 4631b uplifl aljoint 2 and 46?ID upliA at joint 10. - - - Continued on page 2 FEB 0 2 2012 g WABMNG�VCrifydesignparametersnntlltE�DNOTE50NTfftSANDINCLUOEDMIT£%AE➢EAENCEPAG£MI144]3EE:'OFEC'SE. �ENO�M�EA�N��� fYA Fi19 De4an valid Irn ose onH'�^����ek connactors,ihrs tlesgn Is bosad enly opon pammeters sho.m.and u iw on intlividoo�buptling compcnenL y�(�y Appl�cah0ty Of tle9gn porametars aM prapet Incorporofion oi component's responsibTry ot buildirg tlesignet-not hvss tle9gner��er�cir�zhown �' f��}fj� c fa bfetal wppotf of intlivitl�al weh members oN{.Atld�ioml tamporary bacit�to'ruu�e s1�bAM d�nrg co:ssh�ct'ion u�he res 'al6 0(iha A M�TeM Attllleie erector.Atlditanal pemanent boan�of Me overa0 iM1iiciwe¢iM respo�ti�SN ol Me Wlding tlesg�e�.Fw gsnero�9�arice�eparQmg iobncotion.qoafty conhd.s�oroge.tleWery,arecibn ond�mO�g,coniWt AN51/R�1 Qmfity Gileria.OSB-89 onC BCS�I Bvlldng Componenl 818 SouMSiEe RoaE S6Fery InlartnoHOn avadoole hom ivss Plote Irul'Mte.]Bl N.Lm Sneel.5oite 312 Nexo:Wna,vq 22314 EGenbn,NC 21932 � tU � d � � �r � y _ > � a � o ma � o a'3 fl, `o „'`o d Q � d.� m� c a 'u m r a d n� � v � � mm a� �o � � a,o � � E o `o� „ ° ° � � °a°c o g �� u � oo = I } d m d�E �o „ �y o � ? ° ° -ou m . � -o . m o r r o0 3-p 3 � � E" pj°'� °2 n'3 s u� o- oo a� oa � � � o' o�€ ' �� `o � � um ° H _°y � `o c-p yo a po Qa `c- °`o < < E v.°� $ r P_ m y „� n°J o ~� a i �� o�._ r � rt � �[_ >� c.� �d p`m �� oc E W� o a � o.0 `ca o � U � '^N TPd � � 00- t]'� p� � � C O J O j C � O. TC O m V � 'O C ?i a o o `� m$ �a, 2�,��, o s �� o'o -°-� ° a °' �_m` o p j m `m 5 E E �; � j _ 03 �avm oo �0 6 o°„G a3 �v -°'oa��i u^° m ow m �c oti = E m n.t rn.' �� �/�� V O o° �aoD �� 2°Z'� � o'c`D 3O oo s °. �'��O oE oo ° °' ° o o E � �. a °' �O � uo � O c D N O.O ~ 4� U O'O „"O � C „� 0 O N L r �'c W 3 i O.` ���� "OS L�d N �` O � � pa � O �2N0 NE DO N� J= L ` m L OOfJ ON OU � O � OX EO➢� DO NON O O.p � �N �> � Op � ON NI�E N � �O � N C OC "O OLN L'��- NO �� � O NO mdNL � N ON� 9 vN0 �C px :�N OPD '^ O NV �U Op C �p � yO� O.W� 7O � � o° 82yw vE m �`m a�i ncc o° oo �r ��n� a� 3no�' om °� � 'uo ° �E `m o.?� o_ d � o -° 5 y.,� .°o�= E a� o� m� �c ��3 n o� ° 9�'� u c o N c o o ° o u 3 n.'� �� � j � ao Fao'o 'mo o�d_° 5 00o ms ct c „ ° y ° °'o � °n oa o� o on � „ 'c ° m� � a�z , � Q-0 3 E n z„ a�o o � �.__ a� �„ > > U� u a.5 c „ m `o U o o - � a� a m o� o�¢ W Q N � O I� f0 P O N (7 Q �O ^ m N a2JOHJ d01 � v r V 5'OJ � W N � � � � � �� D� U YF � � O 0 Z � t Q � C O m 9'CM � U Q Q � _ -� �� �LL O a � IA � � W? 2 `N At Oi W� �" V (V � ° L � 3 u `"ai u � ,o„� w '° q ~ � rc « w o a p �F � J °, °, � � � p �m � � ��o ,� = m Q � M � o A� p„ . y� � 0 w U `Li Z > v�iQ P � � ° n�i�a� 3 �- o � • 'o � � 2� � w� w O °� rn O � A, � � LiM r a d P �� Ww N VR! U � ^ Qy N Q �n^�,o �M a °� w'^ w�i w .. l7 M�o,p 3��� � � � O m Wr 3� 0 � �P�P g� � C ti � � u � ZW U Q W�Z("J W � Y �j � V � QOF N� U � �ilJf�o� � L.� � r�w sm 0 W MPVO � aiJ m ZOu, O� O U ��w�- Q2JOH�d01 �ar uz i U wazo�. � � C T L.� OL.0 � � C `p a00� C �.-. � wU O ,x,i 'NO O �� � OC� p.QC � N � �� m �4J N C N O U'- C O N �O U ��- C N ' C „i O Q U C E- C '^-0 ' U � �` N aa� 0 OU � NON � `p � Q-OU' Z � C L O.6 � � Y + � C � �� Ul O m C N � O O 'C_O'--CN � fl-NO OJE .CpUC O p� =a O N�"- N �C� 00 T�- 'o_ o�. o o . � a� E o c u, 3 u'o o � c� o �- ��o�4� o c � �� a�� �.� �_ � � 'o F.� ��� . Q ua� on� aE uoa� c o-o Eo `o o � �-000a� � Z a�iao Q � o . a�`a 'y c �-c° o Z ��- "`o � oa� '� �,n� �� 2 w a� mE a�a � w °- a a� N ° a p aa�� u � ua� ' � ° cu °� � m �a °' `o: � o`o a � o �� °'-o oo �� a3o � oo�� �-o�- >- .n ° `oa� °h'� � a �� — 3 �� ��� o O � a� c�o o ��o � 'o� N � . o� Q �� a�t c � m o-ouo z cma�Qa . . v� � N.j �� o � �so� � o��.� aa°� a� a�ia � °om3 m�EQ� oa � �c aQ �a� � J aa uQU � o � � o 0 a U`oo4o =� � �� � sm ° ow t�- os �° a�c -o � o � c°V�� a� V1 z �� i- , ; � •- 3 C9 5.Q o:= �=� � o o N o a � I m c Z N cUco�" c N � . O C a U V '� Q�m-O,-�OOC � ' v O � � 00 N'> >`m O � U � 'pO W � CZdO°�U� CU C1 �1� O � O 7 _ I I O O y �\/ J V N ^ \ F � � SM11 �\ � ? =d .. /� � � �L H 1i 1- P .. (/� d i N a � Q w '� „' °J_ J Z Cf]N � m C Q �O] Job Truss TrussType �N Py E6171865 1 � ORDERS EA-BB6B9 COMN �ob Relerence o tional 7.250 s Aug 25 20t1 MiTek Industnes,Inc. Wed Oot 1213'.03:01 2011 Page 2 NVRHanes,X �D:ZZ6ofMUlDmk�foSN4W7L11zk�U-KOrLOWS2bNN0yqkVuqaFjyyakh561KbnHnRyU9ou NOTES (12-13) 10)This truss is desi9ned in accordance with the 2009 Imemational Residential Code sections R502.11.1 and R802J02 and referenced standard ANSI . i t)"Semi-rigid pitchbreaks with fixed heels"Member end fxity model was used in the analysis and design of Nis Wss. 12)Desi9ns checked for ASCE 7-OS vrind at 120 mph,wind reactions x 0.56 will adjusl wind load reaction to a speed ot 90 mph(0.69 for 100 mph and 0.84 For 110 mph).All other coeff�cients remain the same as shown. 73)SPF No2 and SYP No.3 ran be subslituted fw SPF SNd Grade material(ROOf wsses only). LOAD CASE(5) S[andard . . . . .. - . . . .. . .. � ENGIHEER�N��� t� pr�pq� pe fY dtvgn yarameters und RE.<D NOT£S ON THIS ANf1 INCL4DED lII4'E4 fiEfEftE1�C£ AGE MR 76 3 BEFO m��� � I e� _. .^^^ . n¢lvseG oniv Pon pammeiers No�+n o.9�s i 9an'M'vu�val WiMo9 B odn shovm I o¢vl^n^' Desgn val�tl for ose only w�ih MTek cOn�c�as m�s tleag q MiTek Pfliliate App�cablNoldeAgnPOrametersantlpmperncoryaationofmmpoatsesoorishl'ryoibWtlia tlei �osVOCt ourtierewmsiGllNotthe ,.�',.n'vtluol web members only Atltl'LOm!tempo ary brocing�o'nsvre statiliry tlun g ,� „. _ . .. ..,, n id tlesia er For general gobance roaording Ae a � � Q1 *- O `� � � v > _ � r ` p m � Fo � a ° m d� m,� c �� m o 03 /� � OIN NL� C� �O N 'O L DOI LN O 'O O 0p L O' � a] "O d ��1.�� y N 4J� E ZJ n � ` N E O_ •_ U C C U d� O � d n C L W v�i E.o o��'° 02 �3 s ro m . o � aa oo E� ai j c�' Z, t °t' o�j yo � i V— � °' m a� o° 3� �° o o ° °a �° ° w c °. a °' ��`o ° ° _ 3 � d � ��6 p�� No �t m °1 �._ a= °'u° `od °� .o � D� ° ar � e� � „� �? o � 'a C �> -ob`o �� �o o � 3� °¢ °o 'cm °10� °Q d° � �� °� °� � �i� orn °u O N-C U U N -O. @ �'O- N L N� Qi� D l�O � � U� a p c N O D O O .` C U p� � — ° ; cb� m oo a�: ° oz m 2 ° d2 oo`u �° °' md ° .o � v `v � E � c 3 0 V O a m0 Of�O � O ] DO . 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Y. a mm �y m a � N^^e WW C . � W�/i W (`�C7.p b' d p O ZF �W 0 YJ�P 3 II C � � - � V W Q` O O Np� � � .� C U � Yr QJ H � wQZ� W � Q� . � V Y N Q' '_ p.�' F j W A'RI Q W (")P}N p ~ W Z�� Q� '-O - f aaoH�doi °<� �_ � � wazP � � m T t ? OL.S C � �`o � o � o a`o � .��� � o�� o N � � oca o� c � � ` - � �a . o �= o ° ��� . c.00 a� �ou �N ao� � � � ua so N o ° o� 3�o ao �o c Eaa� Z C-O._i� O.N Y N � O O � � N > iU OO � �t O �o�� o � �� �o w � Q�o � ��E ���om �V � ao � �co��-a o0 oc . "' � E o �w .30�� o '" o> ,_ r O:� NO� OE UON C O-6a� E60 C a � � � U.... � p � F-'_N�'- �n y,� � S �iJ E �� N � UO '� �� N�OO a9_ � J C� c-600N N u� � y � N C � N a � � � �- 9 N � p a Z ��ti p U��N U �m`'n U j p � o ° Q� �o - �� 0 3 � o �s � _o� a�-o ooNL n3o � om� p o u 'o N N'- a��a� — a Z �� Ea-c° °°� c� �'^'�� � o � `so� V `ox� a � `ooa� �m°� o` a-o � o° a Uoo¢ o `n `o° a � 60 = v �`a � ua� Q� ° a'-4 '- u-o � o �3 LIf Z �- i!- : °_ m � mu ov r�3or -' aa5� ,o °_o � occ� o�°'D � O � ' " vc V' �a °:` c=a� � aoHU �=' � O a o Z N �U C m� �U � a MQ pD V 9 � Nm'p �CC _� O � 00 � � � � O �'j �� p e W L I � UN N � oo CZ2�mU' =V � � s� v3 w x Q Z �`n .. 7 a � �� f- m «a °. ° Q .�+ u' � '- m._ a �n � V Q � �v�i � m � Q O m I 1 Job Tn�ss Tniss Type �iY P�Y E6171866 7 � ORDERS EA-98690 COMN �ob Reference o Oonal 7250 s Aug 25 7L115 MTek IsMUSlries,I�. W ed Oct iz 13'03:02 201 t Page NVR Homes,X ID:ZZ6cyVJiHDmkINaSWtW7LljzkwN�oaPI0uW4ovVeMAX01CP365Af 4qp7SiPR00T1yU9ot 1Si1-8 214-9 2&3-9 3141-0 3240 Sq-] ��'9'� 5.2.1 S24 Sl-] o41A S Z-1 52-1 S]-� � Scale=Y7�.9 6x6� 5 aoo iz 3x4 II �6 11 3x4 II 6 4 3z4 G 3x6 i 3xfi� 3x4� � B 3 2 910 n ,q 1 1��� 0 0 4x6= � td 12 � 15 11 4x6= 13 3xA I I yx8= 4xB= qx6= 3%4 I I 3x6�11 3x6 II 21�g 3L11-0 10-3] �p-0� 169-0 10-9-0 P�a�e Oifse�s(X V: 5:03-7 0-3-0, 11:0-1-8 0-0-8 12:0-2-0 3-0-7, t3:0-0-8 0-0-8 PLATES GRIP �DADWG s �SI DEFL in (loc) I/detl Ud MT20 �9���44 (P � SPACING 2"0-0 TC 0.47 Ved(LL) -0.16 71-13 >999 360 TCLL 23�1 Plateslncrease 1.15 >999 240 �GroundSnov=30.0) Lumberincrease 1.15 BC 045 Veh(7L) -027 1-13 , TCDL ��� Rep Stress Incr YES W B 0 d7 Hoa(TL) 0.05 9 999 240 yyeight 221 ib FT=5! BCLL �� � Code IRC2009/TPI2007 (Mahix) Wlnd(LL) 0.09 1-13 . gCDL 10A g�ypCING LUM6ER TOP CHORD Structural wood sheathin9 directly applied or 4-1-0 oc pudins. YOP CHORD 2 X 4 SYP No2 gOT CHORD Rigid ceiling dlrectly applied or 10-0-0 oc bracing. BOT CHORD 2�X 6 SYP No2 WE85 1 Row at midpt 5-13,5-i i WEBS 2 X 4 SPF Stud'ExcepC MTek recommends Iha�S�abillzers and required cross bracing 5-13,5-1 t 2 X 4 SYP No.3 or SPF No2 pe installed during truss erection,in accoreance with Sfa6ilizer Installation uide. REACTIONS Qb/size) 1=1268103-8 (min.0-1-t0),9=1329f0-3-B (min.0-1-11) Max Horz 1=-458(LC 7) Maz Upliftl=-391(LC 9),9=-464(LC 10) - Max Gravi=1362(LC 2),9=�436(LC 2) FORCES Qb)-MaximumCompression/MaximumTension 70P CHORD 1-2=-20471/12,2-3='1741I618.3-4=t7201650.4-16=-17421843.54 6=-1 641187 4.5-17=-�638/870,6-77=1739/839, 6-7=-P17I645;7'8=-1737/613.8'9=-2038(lOS,9-10=0/31 WEBSHORD q 13=-43813796613'�428637202-73=,283 1 5 6413�4 51922100't,46�/905,/8-1��=280/3021/1591 , 3-076and13=0.64 JOINT STRESS INDEX ������1 . 1 =0.39.2=026,3=0.51.4 026,5=0.56fi 026,7=050.8=Q26.9=0.45,t1=075.11=0.64.12=0.50.12=01812 0181,� r F _ ,//7 / .NOTES (72-t3) - 1)N1ind:ASCE 7-05;720mph;TCDL'6.Opsf;BCDI 6.Opsf:h=25fi,Cat:II;Exp 8,enclosed;MW FRS(low-rise)9a61e end mne and C C��; :(,l/! Fxlerior(2�zone;�ntilever leR and right exposed{GC fo�members and forces&MW FRS for reactions showrc Lumber DOL 1.60 �' " ', 4 � � �._�. '�s' � pla�e grip DOL=1.60' • 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps-23.1 psf(roof snow):Category II;Ezp B:Padially Eep.;Ct=1 1 Y 1 � ���` . C" ' 3)Roof design snow load has-0een reduced to account for slope. d 4)Unb2lanced snow loads have�been considered for this design. �, . '`� 5)This truss has been desi9ned for greater of min roof live bad of 16.0 psf or 1.00 times fla�roof load of 23.1 psf on overhangs , . non-concurrent wilh other live loads. ,,,..+'� 6)This truss has been designed for besic load crombinations,which indude cases wilh reductions for multiple concurrent live loads �.� Y 8)TThis truss has beeo delsi9ned fo�r a G e load o,f 20.p�sf oo theDb ttomh ord in all alreas whereralr cltangle 3-6-0[all by 2-0 0 wid�'`""/%�� �;� will fil beN+een the bottom chord and any other members,wiN BCDL=10.Opsf. ����liii , g)Provide mechaltical connection(by others)of Wss lo bearin9 plate capable of wiNSlanding 391 Ib upliR at joint 1 and 464 Ib uplifi a� -r d.' ;°'"`9 FEB 0 2 2012 10)This Wss is�designed In accordance with the 2009 Intemational Residential Code sec[ions R502.1 L)and�R802.102 an referenced standard ANSIffPI t. Continued on page 2 . _. . 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Z r . �a * °_ a� ; a� u �o � ��3 0.� -o a5� :a °_a ? o c o U c�.�� . � O ^ � - ^rc (� � o� c � m � � O a o Z . °U c o�� °c�� � � "'� o = V �O °���'aa�o �I � c 0 o L._ I I UN N � o� 'O � O N > >� O cZ��mC95U g � s � 3 � X c z N � .. g- � y Q �. w � �a q� 4. Q w �p"� m�n � m � Q �m � �h p�y E617t866 JOb TN55 TN55 T)'�)E ' � EA-98690 COMN Job Reference o tional ORDERS 7250 s Atg 252011 MiTek Industries,Inc. Wed O�!1z�3:03:02 2011 Page 2 NVR Homes,X ID:ZZ6cyW�HDmk�fo5`NlW 71J1�'^U-0aPI0uW4oWeMA%DICP365F7�_4qP7SLVR�T�9o1 NOTES (12-13) 0.69 for 700 mph and 0.84 for 110 mph).All 71)"Semi-ngid pitchbreaks with fxed heels"Member e�^dx eacGons x 0556 Q I'adl sl w ndsload eaction tofa speed of 90 mph( 12)Oesigns checked for ASCE 7-OS wind at 720 mDh, Wher ccet���ients remain Ne same as shovm. 73)SPF No2 and SYP No.3 can be substiNted for SPF Stud Grade material(Roof Wsses oniy). LOAD CASE�S) Standard ... _ � ' - . . . . �ENGINEEPIN��� WqP.HING�VeAJy Lesign pervme[ers anE A'E1D�7'`'S ONTHIS AND IA'CLUDE➢MJ'f'EI.'�'FER"'vG PAGE NII'%<i 3 5ETOFE G�S�' I � I A _..._ n ofamE�iTrs ibl�,d n9 tl�g�n� �n de1s9neG B aCT9 s�own �A MiTek Atllliele pey9n vafd fa vse onlY�hµTee connxtors.ihS Oesi�n��R°��P,°d��_ H o �a�e re9ard�9 q��(i;,�y5ty oi tles9n oarameten oriC Pco�rRU�cIXM tldifioial tem�rary ��*�+re���tl�'g co�c��w9 5 ihe tesponsibilfry ol ine B18 SouM's��R°'� . .. ..� n , . _ .« �.,a,r��tlei�ner.For 9e _ ,,.,,� .. � - � � � � -g. _ m" E . � Q `o�o m` E o� o p� �t I 0 m . 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W �d � x� a V � Q ~ �� ' \ I a � W L N o]N m ` a nU Job Truss TmssType nty P�Y Efi171667 ORDERS EA-98691 GOMN � � �ob Reference o tional � 7250 s Aug 25 2011 MiTek IndusVies,Ina Fn Oct 14 15'.06:4620N Page t NVR Homes,X IDO�6ryWtHDmkOfo5WtW71Jjzkv+iV-99100AhXpIqUvGLvyDC5u3b7uNGscE3sGk620pyn'o� 15-11A 21-1-9 26-3-9 31-it-0 s7-� io-v� �z_� �z-i s?-� s�-� �z-� 5-2�� Scale=t:]3.fi 6xfi Q 5 8.00 12 3x4 II �g 16 3x4 II 6 4 3x4�i 3x6 i 3z6 J 3x4 Q � g 3 - 2 9 ' ,�,N �0 13 11 14 �� 4x6- o 0 4x6= 12 3x4 II qx8= 4�- 4x6= 3x6 II 3z6 II 3x4 II 3L11-0 214-9 �P9-T 1404 10.9-] tb3� PI teOff � (XY)' IS'0-3-70-3-0], 70:0-1-80-0-8, t1:0-1440-41 , 12'0-1-8,0-0-8 DEFL in Qoc) IPoefl lJd PLATES GRIP LOADING (Ps� SPACING 2-0-0 CSI >999 360 MT20 i97)544 23:1 TC OAS Vert(LL) -0.16 1042 �999 240 TCLL platesJncrease ���`' BC OAS Vert(TL) -027 1-12 Ground Snow=30.0) ( Lumtier Increase� 1.15 TCDL ���o Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 9 n/a n a BCLL 0.0 ' Code IRC2009lTPI2007 (Matrix) Wind(LL) 0.09 1-t2 >999 24� Weight2191b FT=S� eco� io.o BRApNG LUMBER ' TOP CHORD Struclural wood sheathing directly applled or 4-1-�oc pudins. TOP CHORD 2 X 4 SYP No2 gpT CHORD Rigid ceiling direcHy applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 SYP No.2 yyEgg 1 Row at midpt 5-12.5-10 W EBS 2 X 4 SPF Stud'ExcepP 5-�y,5-10:2 X 4 SYP No.3 or SPF No.2 REACTIONS (Ib/si�e) 1=t269/03-8 (min.0-7-00),9=1269103-8 (min.0-1-10) Max Hoa 1=444(LC 8) Max Uplift 1=392(LC 9),9=392(LC 10) Max Grav 1=7363(LC 2),9=1363(LC 2) FORCES (Ib)-MaximumCompression/MawmumTension WP CHORD b2=2045(714,23=-1743820,3-4=4729652,4-15=-1744�846,5-75=-1643/876,5-16=-1643/876,6-t6=1744/B . G-7=-1722/652,7-8=-1743/620.8-9=2044A14 WEBSHORD q 12=-427/37986'10'427/3710212'283/305,/5-R=4741911',i540o474�/911 81011083/305 -A71/1598 B',enclosed;MW FRS Qow-nse)gabie end zone and `4\�\ �� � ��' � - NOTES (11-12) jr�� 1)Wlnd:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL-6.Opsf;h�25ft;Cal.II;Fxp r .,f{Y n/��j /I C-C Fxterior(2)zone;cantilever left and ri9ht exposed GC for members antl forces&MW FRS for reactions shown;Wm er ' DOL=1.60 plate grip DOL=1.60 ��.;` 2)TCLL ASCE 7-05;P9=30.0 psf(ground snowj;Ps=23.t psf(roof snow);Category II;�Exp 8;Partially Exp.;Cl=1.i \ �r i J %���� 3)Roof design,snow load has beertreduced to accoun[tor slope. : :- � 4)Unbalanced snow loads have been considered for this des'9n. ' rh 5 _ 5)This truss has been designetl for basic load combinations,which indude cases with reductions for mul[iple concurrent live loads _ fi�This trusshas been designed for a 10A�psf bottom chord live load nonwncurrent with any olher live loads. : +;. 7)'Thls Wss has been designed for a live load of 20.Opsf on the bottom choN In all areas where a rectangle 3-6-0 tall tiy 2-0-0 vnde � // ` �n � will fit belween the bottom choN and any other.members,wilh BCDL=10.Opsf. ` g)Provide mechanical connection(by others)of tmss lo beadng p�ate capable of withslanding 392 Ib uplift at joint 7 and 3921b uplift 7 � atjoint9. ' � I,�` 9)This fmss is designed in acwrdance with ihe 20091ntemaFional Residential Code sections R502.11.1 and R80210.Z�and �._ , . referenced standard ANSIlTPI t. - t0)"Semi-rigid pilchbreaks with fixed heels'Member end fxity model was used in the analysis and design of this Wss. 11)Designs checked for ASCE 7-05 wind at 120 mph,wind reactions x 0.56 wil6adjust wind ioad reac&on to a speed of 90 mph(0.69 for 100 mph and 0.84 for 110 mphj.All other coeffcients remain the same as shown. 12)SPF No2 and SYP No.3 can be subsli[u[ed for SPF Stud Grade material(Roof trusses only). �OADCASE(S) rE6 0 2 2012 Continued on page 2 � ENGINEERING 6V�� � �yqpJjyryG Vrfydesa9npammetersandA'eADNDiESONTHISP-TDIMCLGD:DffiTESP.�FEP.EI�CEYAGEl�..^S'1 BEGILGSe'. � p�j�p ramet rs hown,a.9��fo an na itlual b Id 4 c PO sh'own ���,y``��' �es�nvoldb � onlV'^���Miekconnectors�ihitlesgn WetloMVuponpa � �bll ofihe I ���Am�'zkHtliLate I qpp cabTryofd sgnp romztersa tlproperinmmor t notcomponentaresponsbip oibviltlin tle gne otfrvs de 9ne B 9 kbrloteralsopPOdo-ntlividool Smembe¢ely��hmr.We�u�thePesP�bS�b'ytih b tlsgtlleigne^9oge�mlr9na��amoCOmooent 8105ountlsitleROatl � �J3 ,a.v �; Q � ` _ � � � � o ° � ° o'-o " `o 03 L3 v `o „_o` `m I �a � o�d `mr D �m °io °' m E a°' hu ° �OC -o ° o o a � °"„ -° c � �F„ � ai,� v•-E �o.; v � t c � u o - � o m °.� �� � u c 3 0 . � � E mmw a2 S�c r so �' � `oc °��o Do E= m j = � T £ � °U 3O 3 M... � �d m� `o c�_o 90 u a`o o� p oy � $ � m '= o o � - 3 � � � um u TR O �� r 7 ��F O U �� � � c_ a a �O O � O O p E D t d L � N a N N � � � d U � "' N TOd n � ON OO- �in �t �� ON � � oc � p)O p � ~O p_� R V �O (/� •C 2 - Da�.e a�� � o o � 3.� �Q °u�o ���' `mm ��Q m� 5 c „ o. a u Tc o.m °u a � oo m °°_o aa� °'a a r_-°N �t m_ :rn`o a(� o �� u.. ° oc °.' ° a oo _� o � — 3 cb� m ao a: ooz m- 2 ° 'm� o `o`u -om na� `o � � � �v �„ EE � 3 ° � p O mo a�_ � o� -oo r �_Q n� om �o `m uom o� m �c a-d £ n � `m `o oo� c L�1� U 0 'p�� D�o° aiD � �m m oY� 30` E= ra �9a oa =o o�d .00 o E� � Ea� �.� � V! 3 i �� .o` om°u -�'o.E r �a v u-';o. mo ��°, m`c j o0 oE `oo �-o ; rm a � ° °' ,� � o� � 0 d �a ' �o� £ o `o.om o °-oo� .�� �P �a � � o mc �:o ��a 'v�a, � j�m �c `oam om oU � s0 � ax Eon`o -ao �`um � o� °� v� m� „o o�,�a °.�. „ � � m � c d� m ms� �o E2 ft► O O o `o a°.�L mm om °-' m �E ° N� � u mm „ o� � 0' �� �� -a�u � �o 0 8om o�._ �.o. iJ � o0 0��0� mE d`m `m aEi a° °„ "oo ov a�' ��_`o m°o �a�i 6� ° o o °o D '�� oo am� �C7 ���qqq777 � O -o °o� 9mi.0 d'� :°- m� E m `o° m� � ° „5 ���9 a�o ��� Lm �� �� uo o mEd o�'- o= � � � Q� .`3 �4 z� a�o U aco o°' � °� �°' oo"o oa Eo:a�i no ° a� � �5 0 °°m a� a� �� o s > oo g S � � » U � u d� �ca oa m ° oa �' c ° m c c mz l6 B �' M vi �o n m w � �, � � o U O o c j m O. rt o.� O Q - � � � � _ _. � 0' O — � aL'OHJ d01 -o s �' s-e� �n Z `c � e a y� v � � N � n,� h y F � o Uw C u� O 2 L n � '_ � 9-EM � U¢ z m O �^}+ C O p LL 0 1' � r��' ; °c. w z Z a g „ °c' m G� > m Q � `m �q�� � 3 u �'�i `u� �w m v cv y � t V/ O O � �� O O P � p { y � m W �� m � m a - � c�i � 'O Q � .� c �. �n w U U' z Q v o o �m m �� a � � � zz Q > �� M �°•� � Q� Wm�E-" � N O O J� � � cc�o cc OO A°�'� a� `� = czM a .c y w-a w �.� �w� � � � � N Q d Q � � °' O m °' Z� wW �u N MchN�o 3� v ,� v t- � wF 3 O .� �o rn p�ll� c � ,b r �i G � ok O `o �°'wN, a W � i z�++ U a u.,.c-i Z� g'- Q� s- N .V � a� � wrc V � ��nr�m N ^ PIJ N�w rcm Q W t�rn�� � W Z.�� � � U ���-'� O2JOH�d01 Qa� Uz � U �ni.w�n 6 W P Z P � � � >- L ? �`'U Ol O N C � � Q � p �� O C� . 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J 7 _ � � UN N � a] C d�m��U s � p O y J � p ?a Q �- y�a �+ � 7 d a6 � x � Z �a d a o Q w � .d F- o; .. , � �° �- a ; � �_ � C u, aN d� J m C Q Q'� I Tmss Truss Type Q�y P�Y E61�186� Job 1 ORDERS EA-98691 GOMN � ,1ob Reference o tional 7250 s Aug 252�11 MiTek Industries,Inc. Fri Ocl 14 15:06:46 2017 Page 2 NVR Homes,X ID:Zz6cyW IHDmkINoSWIW 7LtjzhviV-99100MXpIqUVCLVyDC5u3b�uNGscE3sGk620pyTTOt LOAD GASE(5) 1)Snow W mber Increase=1.15,Plate Increase=1.15 Uniform�Oads(pl� � VeA:7-13=-20,73-14=W,9-14=20,1-5=55,59=-55 2)Snow Only:Lumber.Increase=1.15,Plate Increase=1.15 Uniiorm Loads(p1� VeA:1-9=-20,1-5=-66,59=66 3)Unbal.Snow-Left:Wmber Increase=lJ5,Pla[e Increase=1.15 Uniform Loads(pl� 5-9=-30 Vert:1-13=20.13-14=-50,9-14=30,1-15=55,5-15=-St, 4)Unbal.Snow-Right:Lumber Increase=7.?5,Plate Increase=1.15 Uniform Loads(pl� Vert:1-13=-20.13-14=50,9-14=-20,1-5=30,5-16=81,9-76=-55 5)16C BC Live:Lumber Increase=ti 25,PYate lnaease=l25 Unifortn loads(pl� VeA:1-9=-00.1'S='20,5'9=-20 6)G-C W ind:Lumber Increase=1.60,Pla[e Increase=1.60 Uniform Loads(p�� � 5=40,5-9=40 Vert:1-9=-12. Horzi7-5=-52,5-9=52 7)MWFRS Wlnd Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIQ Vert:1�-9=12,1-5=-17.b'9=25 Horz:1-5=5,59=3� 8)M`NFRS W ind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIQ V ed:1-9=-12.7-5=25.5'9='17 Horc�t-5=37,5-9=5 9J M�NFRS 1sl Wind�Pa2�lel:Lumbeclncrease=1.60,Plale Increase=1.60 Uniform Loads(p�fl Vert:1-9=-12,1-5=43.5-9=26 Hom 1-5=-55,5-9=38 - 10)MW FRS 2nd W Ind Parallel:Lumber Increase=1.60,Plate Increase=1.60 :-Uniform Loads(pl� � ' Ved:i-9=-t2,1-5=26.5-9=43 Ho2�1-5=38,5-9=55 tl�MWFRS 3rd�Mlnd ParalleC Wmber Increase=1.60,Plate Increase=1.60 , Uniform Loads(pl� . Vert:1-9=-12.1-5=19,5-9=12 Horc 1-5=-31.5-944 12)MW FRS 4Ih W ind Parallel:Lumber Increase=7 60,Plate Increase=1.60 Uniform Loads(pIQ Vert:1-9=-4,i-5=12,5-9=19 Hoa:9-5=-24.5-9=31 t3)UnbaLSnow Onty-LeR Wmber Increase=1.15,Plate Increase=l.t5 Uniform Loads(pl� VeR:1-9=20.7-15=-66.5-15=-102,5-9=-34 1q)UnbalSnow Only-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl� Vert:�b9=-20,i-5='34,516=-102.9-16=-66 15)�ive Onty:Lumber Increase=l?5,Plate In�rease=L25 Uniform Loads(pl� VeR'.t-13=-20,t3-14=-60.9-t4--20.1-5=20.5-9=20 -- � � � �ENGMEEBINGBY � [{'qANINGP ydie5�➢°�°'^�[enandREADNOT£ ONTH15hNDINCLUD£DIIITXFEERENCEPSGE.HII3�3E£FC L'Sn'. 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Wetl Ocl�213:03:04 2Di i Page� ID:ZZ6cyW WDmk�foSW�W 7LlzkvnV-kzW TRZYKKVJmMCUgPPdRXBtLTBnIIH53mHIWXly�l9or -0-11A S94 � 10-9-0 � 15-11A � 214-9 I 263-9 F 31-11-0 o-n�a s-�a sz-t s-z-t �sz-i s�-i s�-� 6x6 Q Scaie=1:]7.9 6 8.00 12 3x4 II 16 �� 3xa II 5 � 3x6 i 3x4 i 3x4 Q 3x6 Q 34 89 ia Z ]o�o � 4x6= 13 14 12 15 �� 4x6= - 4x8= 3x0 �I Ax8= 4x6= 3x4 II 3x6 II 3x6 II 10.4) 21-1-9 31-11A 10.9-] 10A-1 ID-9-] - PlateOffsets(XY): f6:03-703-0� f��:0-1-80-0-8� fi2'0-&03-0-7� f13'0-1-80-0-87 LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) UdeB L/d PLATES GRIP� TCLL 23.� p�ateslncrease 1.75 TC 0.47 Vert(LL) -0.1611-73 >999 360 MT20 1W/144 (GmundSnovr-30.0) Lumberincrease 1.15 BC 0.45 Vert(TL) -02710-11 >999 240 TCDL 10.0 RepSVesslncr YES WB 0.47 Horz(fL) 0.05 10 n/a n/a BCLL 00 ' CodeIRC2009lTPI2007 (Matrix) Wind(LL) 0.0910-11 >999 240_ Weight22116 F7=5% BCDL 10.0 LUMBER� BRAGING TOP CHORD 2 X 4 SYP No2 TOP CHORD SWCNraI wood sheathing directly applied or 4-1-0 oc pudins. BOT CHORD 2 X 6 SYP No2 BOT CHORD Rigid ceiling direc0y applied or 10-0-0 oc bracing. W EBS 2 X 4 SPF SNd'ExcepC W EBS 1 Row af midpt 6-13,6-i t 6-13,6-11:2 X 4 SYP No.3 or SPF No2 MiTek rewmmends that Stabiiizers and required cross 6racing be installed during iruss erection,'in accordance with Stabilizer Installation uide. REACTIONS Qb/size) 2=1329/0-3-8 (min.0-t41j,10=1268l0-3-8 (min.0-1-10) Max'Horz2=458(LC8). Max Upliffi=-464(LC 9),�0=-391(LC 10) Max Grav2=1436(LC 2),10=1362(LC 2) FORCES Qb)-MaximumCompression/MaximumTension TOP CHORD 1-2=0/37,2-3=2038l705,3-0=-1737/613,4-5=-1717I645,.5-16=1739/839,6-16=-1638/870,6-17=1641/874, 7-17=-1742�843,7-8=-1720/650.8-9=1741/678,9-10=2042/772 BOT CHORD 2-13=559/1591,13-14=110/1004,12-14=1t0/7004,12-75=-110I1004,11-�5=110/1004,70-71=-469/1596 WEBS 5-13=-028/373,7-t1=-038/371;3-13=-280/301,6-13=-467/905,6-1t=-475/922,9-11=283/305 JOINT STRESSiNDEX ��1�,1���:^�'�f,!t��/ 2=0.45,3=026,4=0.50,5=026,6=055,7=026,8=0.57,9=026,t0=0.39,11=0.76.11=0.64,12=0.50,12=0.18,�2=0,lgi�t���J-?3=0.`75�antl13= 0.64 . ?/l. � .. NOTES (t2-13) t �/� 7)Vu'ind:ASCE 7-05;720mph;TCDL=6.Opsf�BC�L=6.Opsf;h=25ft;CaL II;Exp B;endosed;MWFRS(low-nse)gable end zone and Cx �,.� ! -�� Ex[erior(2)zone;cantilever left and righl exposed;GC tor members and forces&MW FRS for reactions shown;Lumber DOL=1:60-=� `- , �.� 5 -- _ plate gnp DOL=t60 � �" _ 2)TCLL ASCE 7-05;Pg=30.0 psi(gro�ntl snow);Ps=23.1 psf(mof snow);Category II;Exp B;Partially 6cp.;Ct=1.1 _ „ 3)R�of design snow load has been reduced to accounl For slope. �'�/ �� 4)Unbalanced snow loatls have been considered for lhis design. _ � 5)This truss has been designed for greater of min mof live load of 16.0 psf or 1.00 times flal roof load of 23.1 psf on overhangs � < nomconcurrent with�other live loads �"'-�� 6)This truss has been designed for basicJoad crombinalions,which indude cases wilh reduc[ions for mN�iple concurtent live loa,ds!��/1� � � 7)This tmss has been designed for a 10.0 psfbottom chord live load nonconcurrent with any o[her live loads � �� i e)'This Iruss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - w,ll Bt between lhe bottom chord and any other members,with BCDL=tO.Opsf. 9)Provide mechanical connection(by others)oi trvss to beanng plate Capable of withstanding 464 Ib uplift at joint 2 and391 Ib uplift a[ ;°'^"° FEB 0 2 2012 Continued on page 2 � pAHh7NG�penJydsgnpn�umt +dBEPDNOSE30NThT56NDI4CL✓➢EOFIITKR.F£�NCEPhGEMIIP4i33EFOnE.[SE. `@TpiaENGMEEPINGBY 1'lEl➢l ��� D s g�val d fa vse onry with Nu1ek conne tors.Tha tlevgn s besed only upon pa a eiers hown ond 6 Yor a d d al build g c p nl. 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WedOCtt2t3:03:0A2051 Page2 NVR Homes,X I�:ZZ6ryWMDmk�fo5WiW7L§zkvnV-kzWTftZYKKVJmMCUgPPdRXBiLT8nI1H53mHIWXIyU9or NOTES (12-13) 70)TSem ngid pachb eaks with fi ednhe sl`Nlembe�r endtfxiTylm deRwas used n the analysis and design ofd R80r2.5 02 and referenced standard AN51(fP . �p)Desi9ns checked for ASCE 7-05 wind at 120 mph,wind readions 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 other coe�dents remain the same as show�. 13)SPF No2 and SYP No.3 can be substituted for SPF Slud Grade material(Roof trusses oNy). 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N � � pZy�mU` =U � a - � o en "� Ui Q i a ; F x �Q Z �n .. r � 0.o Q � b � r� P .. � a e ,N `°= � Z m� I � � c � �U I � �h, p�Y E6171869 Job Tmss TmssType ' 1 �9�93 SPEG Job Reference o tional ORDEHS 7250 s Aug 25 2011 M7ek�IndusMes,Inc. `Ned Oct t2'13:OZ WOF24CyU9oq ID:Zz6c�AMWDmk�foSW�H'�Lljz'cwN-G94sevYySquDDeFbz1(zmk5lXyB.WP 3Ytt-03-10 � NVRHomes,X �ggg 2a-1< �� 2gp �� tS119 gy12 t1 BUtS � 1n69 � 2-tPA �� eat5 Scale=t:83.4 fix0� 8.W 12 5 3x4 II 6 21 3x6�i 20 6ze Q 3x6 i q 1 3 3x4 IP 8 9 ,4 ' �od° 13 oiZ Bx12= . 22 t8» z3 16 �5 3x4 II 5x1�� it 4xB II g,00 12 �Ox12= 3x6= 4x0�= 3x4= 3x4 II 4x8� 3x4 I I 3x4= 3111A 10.1< 345-0 3 11 - 15.11A 16T8 53-13 0 t3.1-5 BA.15 p_�OA 5312 ].10.9 8415 :0-3�4P3-D 9:0-1-50-2-0 t1:0-N410-6-4 �2:0-b70-0-12 12:0-2-12.0- - P�TES GRIP plateOftsels Y: 2:03-B,Ed e 5:0-5-70-3-0, DEFL in Qoc) I/defl Ud MTZ� �y���qq 2-0-0 C51 -02212-13 >99g 360 LOADING(ps� SPAqNG VedLL TCLL 2$�� Plates Increase 1.15 T� �'9t ( -0.53 12-13 >717 �40 BC 0.87 VeM1(TL) (GroundSnovr-30.0) Wmberincrease ���5 Wg 0.84 Hoa(iL) o29 9 999 ZaQ Wei9ht:1971b FT=S� 7CDL ���� Rep.Slresslncr YES MaMx) Wind(LL) 02412-13 BCLL ��� � Code IRC2009RP12007 � gCOL t0.0 BRACING � TOP CHOR� SWCWraI wood shea[hing dlrectly applied. I.UMBER gOT CHORD Rl9id ceiling directly appiied or 6-0-0 oc bracin9. Except 7Op CHORD 2 X 4 SYP No2'Excepl" �Row a[midpl 6-�4 4-5:2 X 4 SYP No2D �Row at micp� 3-i6 BOT CHORD 2 X 4 SYP No2"Excepl' W E85 g_�7:2 X 8 SYP No2,11-12:2 X 6 SYP No.iD MiTek recommends that Stabllizers and required cross brean9 WEBS 2 X 4 SPF Stud`EUCepi' be lnstalled�during truss erecGoo,in accordance with Stabilirer 5-16:Z X 4 SYP No.3 or SPF No2 Installation uide. WEDGE Left:2 X 4 SPFStud REACTIONS (Ib/siae) B°127g��'3-8 (min.0-l-it).2°1356103-8 (min.04-11) Max Hoa 2=-449(LC 7) MaxUpCitt9=-4fi3(LC��)�Z-1435(LC 2) Max Grav9=1435(LC2), FORCES pb)-Maximum CompressiorilMaximum Tensionb z�-�Z441580,520=12�5/608,5-6=1583/794,fi-21=-1540/664, , ` I i't''` TOP CHORD 1 2 0127,2-3=2026169 3-4--1380/561. `` 7 21 -16891631.7 8'-3763/1287 8 9 -4055/1144�9 10-0/34 .. , // ' �463/1551 .17-29=-463/1551 i6-23--063/1557.15-1fi=-06167� S -063/155t.18 22 -4631155t t7 t8= 14-15. 10/5,6-14=332R51 . `• BOTCHORD 222- 1314=39911897 t2-t3=-40011893. 14-i6 51/100Z�;' y � = � '. Ili� 9 11=817/3163.71-02=b393301. B-12 ?J303.7,13=01308 7-12=-57611558,7-14-754/375, F, �! 5-16 165255, � - � �-,�. �f �. WEBS 3-t8=0/372,3-16--7281A56, ry i < � , ^ .5-14=-010/1179 "r �' . �1=0.64, 12=0.90,12=0.44.13 026�14�054�15 OtB,i6 D67 '�7 :-0.96.18 JOINT STRE55INDEX _ ' �7r� 0.48,4=0.65.5=0.60.6=023.7=0.82.8=026,9=0.89, — ,� �..' . �__ _ p=0.87,2=000.3= . _ ' � :_ 026 and 19=0.26 -:i . -' C ahleendmneand�C � _ `� NOTES (�Z-ti3) TCDL=6.Opsf;BCDL=60psf;h=258;Ca1.11',Exp@'�enclosed;MWFRS(low-rise)g . . �)W ind:ASCE 7 O5;120mph; !� , �� F�teFior(2)zone;wntilever IeR and ri9hl exposed;GC Ar memhers and forces&MW FRS for reac[ions shown;Wmber DOL 5 60 i'� ` plate grip DOL=1 60 2)TCLL:ASCE 7-05:Pg°30.0 psf(9round snow);Ps=231 psf(roof�snow);Category II;Exp Bi Padlally Exp.{Ct=1�.1 3)Roof design snow load has been reduced to accoun�fo(slope. 4)Unbalanced snow loads have been�onsidered for thls design. , 5)This truss has been desi9ned for g�eater oS min roof live 10 Wh chsnoludeoczsee w h edoctions ior�mullipVe conc�nent lve9oads. ��� O n �05„ non-concurrent wi[h oNer INe loads. � �� 6)Thls wss has been designed for basic load combinations, 7)Thls truss has been designed tor a 10.0 psf bottom chv�d live load nonrAncurrent with any other Ilve loa s. 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W etl Oct 12 t3t03:05 2011 Page 2 �p;715qVJiHDmk4foS W��'`'��4��V-G94sevYySquDDeFbzKzmkSiXyB?OOpN'�'OF24CyU9oq NVR Homes,X NOTES (12-19) g)•This wss has been desi9ned for a live load of 20.Opsi on the botlom chord in all areas where a rectangle 3-6-0 tall by Z-O-��'�de�'ill fit 6eN+een the botlom chord an any other members,wlth BCDL=70.Opsf. 9)Pmvide mechanical connecGon(by olhers)of iruss to bearing p�ate czPable of withslandin9 4631b uplift at joint 9 and 4631b upllfl at joinl . »�7�Sem�9idsPdchb eaks wit�ed eelslhMembe�r end fzty,m deRwas used n�he analysis and desi9n of�l R wZ5502 and referenced standard ANSIlTPI 1. 72)�esigns checked for ASCE 7-05 wind at 120 mph,wind reaclions 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 Wher ccefficien4s remain the same as shown. 13)SPF No2 and SYP No.3 can be substi[uted for SPF SNd Grade material(ROOf Wsses only. �pqp CASE(5)Standard . . ... . . . . • • .. �ENGINEERIN��� - �Q�2F]hD Np'IES ON TIilS AIrD IhCL21GED D4TLK�%FE2ENCE PRGE MfF i 493 BEFORE U+e�n' � � 0.'i.HNING.{'ediYtleSi9^FeremeKrs¢n e(!oNYVP��M�am¢�E6SMwf.Antl6IIXtM(-l�OtIN4dPL3�'�C��95Mwf1 PMT¢kFHtli81e I ._"^ - .o rxnt e re?P��ssibiGlY ol b:�dlrnJ tle+�9 p¢agn volitl for vse onry vnih i+uTek conr�ec�ws.l�s devB.°°� o yrocmg enero�9�itla�e regordng Bt0 SwnCSitle RoaE AtltlAlomNemPo� �Y to hnure nadiiry dMnB co^�^K¶On'¢ihe rapo�sbilliry o t e qppbmbilBy of tleslB^p��°�e�te�h members�ppN�a,lon o.Oo P'�sDOrtsbJip'of Me bwlQi�9 d=s'9���p q qontl BCS�I BWltlin9 Componeol p�anton.NC 21932 ------ ______ _ � (U � O � � � y _ ; E � a U ,� „'o m o oc o m . �'t � m .U O v �D � N CI � W_ C �� N O O 3 I � 6. a v d r'_ c m c a d o � n - � o o u� t R y � �v�i CN E a.� � . y � N E Om NU � a D � O p Q . y� �ON u�i E9 0��°' 02 �5 c o to � . 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P1ed a��2�3:03:06 20t 1 Page 1 ID:u6c��HDmk��oSW�W�g�l�'^^V-gLe 3tFZ�a�s304m9���Hl�hnbLElGO3k2_cceytl9oP NVRHomes,X ��sa 4e'�< ssia z.ca '� isna sa�x � �15 �4o-9 �"�� SwIe=1:825 &Qt5 4K8� 8.00 12 4 3x4 II 5 20 3.6�i 19 6x8� 3v6�i 3 6 2 3x4 II � 89 1 it ]�yf° � 3 �Z a � Bx12= 16 22 �g �4 3n4 II Sx10= 10 4x8 II 21 1'/ tOx12= 3x6= 4x8= 3+4— 8� 1z 4xB Q 3x4 II 3x4 II ;yp- ]t.tt-0 Zg.y.p 2991 10-9.� �3<-1< S}11 -11.1-5 1S11A 1�� S]-II &415 '(-169 B61 p�ATES GRIP PlaleOtlsets XY: 7'0-3-BEd e 4:0-5-10-2-0 6:03�03-0 8:04-50-2-0 10:0-��DEFL-0 l'�0�,.(lo�'ZIIdeA�OZ�1d MT20 �9���44 LOADING(ps� SPACING 2-0-0 C51 Vert(LL) -02211-�2 '999 360 TC 091 Vert(T�) -0.5317-12 >716 240 TCLL 23�1 Plateslnaease ���5 gC 0.87 QZy g nla Na (Gmund Snovr-30.0) -' Lumber Inuease 1.15 W B p BQ ryo2(7�) 999 240 yye�ghl:1961b FT=5� TCDL 10�0 Rep Slress Incr YES Matrix) P11nd(LL) ��25>>-�2 BCLL ' 0� CodeIRC2009(�PI2007 ( BCDL 10.0 BRACING lied. WMBER TOPCHORD SWcWralvroodsheathingdirectlyapp� TOP CHORD 2 X 4 SYP No 2'ExcepC BOT CHORD Rigid ceilin9 directly appl'i 5'36-0-0 oc bracing. 6ecePt: 7 Row at mid?t 2�5 3-q;2 X 4 SYP No.2D yyEBS 7 Row at midpi BOT CHORD 2 X 4 SYP No2'ExcepC e-10:2 X 8 SYP No2.10-11:2 X 6 SYP No.1D MiTek recommends tha[Stabilizers and required cross branng W EBS 2 X 4 SPF Stud'Excep�" be Installed during Wss erection,in accordance with Stabllizer 4-15:2 X 4 SYP No.3 or SPF No.2 Installation uide. NlEDGE Left:2 X 4 SPF SNd gEACTIONS (Iblsize) 8=1279103-8 (min.0-1-11).1=�29510-3-8 (min.0-i-1�) Max Horzi=-458(LC 7) Max Uplift8=1163(LC 10),1=391(LC 9) . Max Gra�8=�436(LC 2),1=�362(LC 2) fORGES Qb)-Mazimum CompreSSioNMatimum Tension - 3-19=-12<6/563,4-19=-1217I610,4-5=-1586l797. 5-20=-15351667.6-20=169216 , TOP CHORD 1-2=2033I666,23=-138?1563, 8 9_0134 iq-15=-07I67, 6-7=-376711291.7'8=-4059/1148, 16-22=-47?J1558.15-22=-072I1558, '.i�l�li,'t;�� 17-21=-07211558,16-17=47211558. 11-t 2=-40211895.13-14=-t i16,5-13=320/251 , BOTCHORD 1-21=4721i558. g_7p_0/308.6-11=5����559.6-7 3=-7 54137 5,13-15=-5211008 \�\t��'� � .;�F/ 8-10=820/3166.10-11=-836/3304,12-13=40211899. ,\,. �i??` / 2-15=-7331464,4-15=-167256,7-11=-7J303, . � � � �, WEBS 2-1 7=0137 4, Y; �;._ � sy <.- 4-13=41111163 � � � •r ' 0.89.10=0.64�11=0.90,11=0.44.t2'02613:P5414 �18,�5 .OQ79fi=�.61.17 JOINTSTRESSINDEX 3=0.68,4=0.90,5=023,6=0.82,7=026,8= _ � , _ 1=0.66,1=0.00,2=0.48. - ,, ,.,.r;;'::c"� ': r._. _ =026and18=026 � � � _�. (/ . L�,r � able end zone and CC"� j i:� � NOTES (12-17) CaL II;Fxp Bl endosed;MWFRS pow-rise)9 . ;_ �)W ind:ASCE 7-05;120mph;7CDL=6.Opsf,BCDL=6.Opsf;h=25ft; � /,.,` � _ ;, A' E�enor(2)zone;cantilever IeR and right ezposed;GC for members and forces&MWFRSBoPa�ially F�ph��=��L�mber DOL=1 b� � � � 1T plate 9�P DOL=1.60 r f/`�'•7� .� '� �j 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=23.1 psf(roof snow);Cate9ory II;ExP 3)Roof design snow load has been reduced to account for slope. � ; �, 4)Unbalanced snow loads have been considsred for thls design. O ����0�� 5)This Wss has been designed for greater of min roof live load of 16.0 psf or 1.00[imes flal roof load of 23.1 psf on overhangs ��� nonconcurtentwith other live loads. 6)This truss has been designed for a 10 0 psf boflom chord live Iload non�curtent,wlta nyt'oNer Ive loadls.�ncurrent live loa s. ConUnued on page 2 . . . . _ � I . ENGINEERiN��� � pp}55 ON THIS V.D IM'LUO£D ffiSEF REFEP.ENCE PAGfi tN�>693 2El'�R�Use^' � a Wqy�q�.Gcrifp des{9^P°�°'^°�z and AF✓�➢ OTe�eR ShOWft OOtl 61IX O��dM[1V01 bv#�CO�C�h0� A Miiek PXILeIe . 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W cd Oc�12 13:03�.06 2011 Page 2 NVR Homes,X ID:u6cyJJtHDmk�to5WIW7LijzkvnYyLeErFZas704rrpnX2U?HlOhnbLElGa3k2_ccenl9oP NOTES (12-13) e)'This Wss has been designed for a live load of 20.Opsf on Ne bottom choN in all areas where a reclangle 3-6-0 tall by 2-0-0 wide will ft beriveen the bottom chord an any other members,wiih BCDL=10.Opsf. 9)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 4631b upliR at joinl B and 391 Ib uplik at�oin . 10)This Wss is designed in accordance with the 20W International Residential Code sections R502.itJ and R802.102 and referenced standard ANSI/TPI 1. 11)'Semi-rigid pitchbreaks with fzed heels'Member end fixily model was used in the analysis and design of Ihis lruss. 12)Designs checked for ASCE 7-05 vrind al t 20 mp�,wind reaclions x 0.56 will adjusl vrind load reaction to a speed of 90 mph(0.69 for 100 mph and 0.84 for 110 mph).All other coeffcients remain the same as shown. 13)SPF No2 and SYP No.3 can be substiluted for SPF Stud Grede material(ROOf Irusses only). . 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C.� N Z'O U �N O C j � �s � N N+ N a-Op� 3U� 90 � C E�ON Z C p;0 L O N C'� O O � d N >N O O � C� C-6'�.0 N d L QC n N C 0 6 t�i U d � � ON•` O� C� dl0 �-- � O mE LCUC C S=d � 6C1] O O � NE'- OC— O._ O '^ p�T r O�UNON OE U.� � C � �--ON �'(�w CV� a p�.U� O� . y �� a 4 � o . a�o . aao �o `o o � c� �aoa �� „ � � N c� m �a � �C � a � N � o a Z D i= 6 V° 6 �U p m"' U j � o. o� o`sw. o`o o E � °� � .nLm � �`u `m � `coo�= O `o- Q> � o e oms � a oo �s a3o � om "'o a � aw � °�N�- -o`�� .� " �. -o Z c� � a-p v CJ N >� c o d m � � � V ��c . p N t � � p1�� Q�o�U o Q �� E o> > > :_'LOa� ox� u oo. � u o � U`oo¢o `o°-o � QO � a �-`a� � � u� aa uQ� ° a� a�a � om3 tif z �- �- : °- °� � � u ad ��3 os Da�� -o � o � oc°UC�°6a�i p � � . _ (9 so�c c�.� c h o � . o ao Z " OUc °�° pc�� � Q ��o on V vo � maa�o � � u .- - a ('�\ ° 6o �u�s�s- ` Q T o v _ � m �\ \ O Z a�m� C U F I I � O N x � � U� y .. ,, 1 6- Y N Q W K ra �._ � � ¢ �- - d a W 'p N o]N N J m C Q 0 O] I Job Truss TrussType nh P�Y E6171871 EA-9B695 MONO � � - OR�ERS Job Refere�e o lional 7.250 s Aug 25 20'I t M7ek Industries,Inc. Wed Oc11213:03:062�11 Pa9e 1 NVR Homes,X ID:ZZ6cyN1�MDmkQFaSPRW7LfzkwiUyLeErFZas]04mqnX2U?HI��ObX31Tw3k2_meyU9op 39-0 }gp Swle=1:19.9 3xd II 2 B00 12 � 1 � 3 3� II 3x4 II 3-4-0 3-4d LOADING(ps� SPAQNG 2-0-0 CSI DEFL in Qoc) I/deB Ud PLATES GRIP TCLL 23�� plateslncrease 7.15 TC 0.19 VeA(LL) -0.01 1-3 >999 360 MT20 1971144 Ground Snav=30.0) Verl TL -OA2 7-3 >999 240 ( Wmberinuease 1.75 BC 0.12 ( 1 TCDL ���� RepStressincr YES WB 0.00 Horz(TL) 0.00 Na Na BCLL ��� CodeIRC2009lTPI2007 (Matrix) Wind(LL) 0.00 1 240 Weigh�:161b FT=S% BCDL 10.0 BRACING LUMBER TOP CHORD SWCWraI wood sheathing directly applied or 3-9-0 oc pudins, excep� TOP CHORD 2 X 4 SYP No2 end verticals. BOT CHORO 2 X 4 SYP No2 gOT CHORD Rigid ceiling directly appiied or 10-0-0 oc brecinq. WE85 2X4SPPStud MiTek recommends lhal Stabilizers and required cross bracing W EDGE be installed during Iruss erection,in accordance wi�h Slabi�izer Left:2X45PFStud Installation uide. REACTIONS Qb/size) 7=130/0-3$ (min.0-1-8).3=130/0-3-8 (min.0-i-8) . Max Horz 1=150(LC 9) Max Upli�3=-713(LC 9) Max Grav 1=150(LC 13),3=152(LC t 3) FORCES (Ib)-Maximum Compression/Mauimum Tension - TOP CHORD 1-4=-11 518,2-4=-96157,2-3=-117/149 BOT CHORD 13=0/0 JOINTSTRESSINDEX t =0.09,�=0.00,2=0.08and3=0.06 NOTES (11-12) ' ���� II 1)W ind:ASCE 7-05;t20mph;TCDL=6.Opsf;BWL=6.Opsf;h=25fl;Cat.II;Exp B;enclosed;MWFRS Qow-nse 9able end zone and GC ..�}�,"� �i Exlerior(2)zone;canlilever left and right ezposed;GC for members and forces&MW FRS for reactions shown;Wmber DOL=1.60 ```,O`�� ._: ; ,y'?'/��/,' plale griP DOL=1.60 ' ��Z�� . (s �i, 2)TCLL:ASCE 7-05;Pg=30.0 psf(gmund snow);Ps=23.1 Dsf�roof snow);Category II;F�p BI Partially 6cp.;Ct=1.1 i .,; , ^ ^ 3)Roof design snow load has been reduced to account for slope. �. �r : � 4)Unbalanced snow loads have been wnsidered for Ihis design. _ 5)This truss has been designed for basic load crombinalions,which inGude wses wilh reductions for mulliple concurrenl live loads 6)This Wss has been designed for a 10.0 pst bottom c�ord live load nonconcurrent with any other live loads. '�L� AAAJ = 7)'This Wss has been designed for a live load of 20.Opsf on the bottom chortl in all areaswhere a rectangle 3-6-0 tall by 2-0-0 widc. ,. � '.�'� . ' ,,Y�Y viill ft between the bottom chord and any other members. ;; �, . `—/i 8)Provide mechanical connection(by olhers)of truss to bearing plate capable of withstanding 1131b upliR atjoint 3. _ ., � � 9)This Wss is designed in accordance with the 20091ntemational Residential Code sections R502.71.1 and R802.10.2 and reference�,' ,, � standardANSIITPIi. '!i., �'� ' � 10)"Semi-rigid pitchbreaks vrith fuced heels'Member end fixity m o del was used in the analysis and design of this truss. �.';f'1��.. 71)Designs checked for ASCE 7-05 wind al 120 mph,wind reaclions x 0.56 will adjust wind load reaclion to a speed oF 90 mph(0.69 for -��/�i�. 1�0 mph and 0.84 for 110 mph).fJl oNer coefficients remain[he same as shown. ._ 12)SPF No2 and SYP No.3 can be subs6Nled for SPF SNd Grede material(Roof trusses only). LOAD CASE(5) Standard FEB 0 2 2012 ENGIN�EPING BY � WARXING-l"¢ri)y Gesi9n O°r°meters w6 R6N11.tlTES ON'fHlS MD L'�CUiD£D MITSY IL-:f£AENC£P.iGE MIt.:4 i 3 9EFORE LSS. ��..���n�� M ---H3Y 1'9.M Design va��tl fot vse only vrith MRek<onnec�ors.Thk tlesign u basetl only vpon pammeters ihown.antl�n fIX on vitlidtloal Widn6 componeni. t�{ p{,Ta I _"'-N 9 9ner-no 9n 9 I & O Ff tl 4� qppl�cablliry oi tlesign parameters ontl proper Inco�poration ot componenl u responsibNry ol buildin desi t huss tles er.9mnn sbown p MiTek ntlwate. e lor bieral s�Dfbh of in�i�n�bacina o�i me werW sm+clva a�he r�s�°,^°�'N oi M_Wi d ny tlies9^�9�'9e°^�°hl9�once re9ortlin9 oi the , � „�,,,,i,y.�o _ . . •...�....._ . �� n56-es oeW BC511 Bvlldmq Componenf 918 SouMsitle Roatl � � � O '' � � � � �s � a = s �; o � o ° ; -° ma �; o 03 � � m . �`o �r m�O . .o n .om ��y 4 a ° o0 0`. � y� -om Iq, �m ms'E om �o i , m E �� � u �c o � ac ° � � uc oo r I ��!� cr_ � � - v . � . o -o'� m . � . m `o o m uo 3- 3 W � aEim wao �a no u o0 0� ° o �y ° a �pm � ° ° � - � ° o`„ um u � a � �' o�� c°� =c d "'c_: aa _v ° o � °o o� -a.° °. o,c p d °y „� ,°o.? o �� V� � °� �m� o�a �a c � 3 a o z u°.° �d a� v � o� d.° � �� ° n � a c o o� °u "g C 2i- � o`o �-'' rn� �m 2�oC .-¢ � o m? D(�c om �p� a �od m `o a oo � c u ,7 — ° ;° cb �d o� wa ° oi = ?`o � ° � �� a � mm o � m a� N EE cy c O m- oi� °_' � o°. ao >. °�¢ � 3 rv -°'oa2i $°a�i oc a� � . a� r a y `mo rn._ � U C .o� ���on mm � Zd rn ° �n� � o E� tv ��`m `o_n 5� ^O1 0=' °-' � ` � Ea� �� uo ^, O D'- OC "O � Nt � �x ; O. ^ 9 O ON O O _ ] � � u/ 3 � n`� °'o= o,°u ��'o° cna � o;o �o �ee m`= °°o ° E �`o° „a v= `3 ~� o vom _„ o.� ��1� O a _ o � c��9 `o o� � �.` � �� om oD � o a`�E n'o �a` �5= s ?a � oo� `om 'c� �y p � ox E����-o o"-' �`um -° cma°'i mw �'m -o 020 o`.E o� nm aaio' d � > mrn co EU. � "- O �o Wem 'o y�� pamm m �Em EE � c�'i '^m � o.o ra� ' ' o 'a� c° oc -o o �y °�� �,�o � � o ° °2 '� m`o u°v` � _o °'o 0o sm a�' �� o �D° m� .o-o `oo � °o a doc ° '"v E ' o Q E a� v m c c o o y� o, a�.� Np � :_ O b� NC E .Q�r N OCO CC 00 W� N'N� dd ON"� 00� U` U UO C EN O�� � O aa � m >u >u >°io E �°�o p�m m� m3 E °� m ° n��u uu oq c bo _° �'`u 3Q� �a � � £ Q'o �3En` z^°„ Pvo U aoo o£ �� >j U?' °u a5 ?ao. on m� � On° � � c� �cc mZ °; ' ° ' °� A � o U o o = � d a � a� o¢ LL � N n v) �o n w P � � � M v h b j 0; p _____ ^ N ObOH�d01 -o L d cr� �n � > C w � � a H � P D8 O � N � LM � U YN � O U�u '^ M S � O= � L n q� � 2 �= C p ch 9-fm � O Q O � n V`l 3 � z= Z Q `� /^ w N � o w� y m Q �Y N � c 3 u `"; u � �n' m o c�'� �C � vti � 0 O Lv �.F W O. P C � N p Oz U � � O � V ��31 � < C � � ✓� W U �(� Z Q V O OO iis� I p�F d �y� �O � � � Z� � 0 �n � � �� �� 4'z�a W /�� cV � � � w rc K�D K � 0 w � {4/��J� = t u^ � n � Q u w°� w ���p� c wW U � Q� y Q N . 1� �� Q�{B 2 CO w y 0 V]���O ��til �J wpgp�i� `y � � � m 2�y. 3rc � � �`O`nP �cay��E� C � � ry � u W r p� O p �°,� R Yo 'Or `� - .� i z"+ U O_ w�i w c+�i u�i � c r- Q� s- N .C Z � � P Y ✓�2I�i Ow � N MP�� � '- PIJ �� ae m O w .- V O � O?JOHJd01 � ��� �Z � U ��ZP � � � m } t � OL.� C ��_ � N O N O D O � �J . O`p O � N . � � N 0 J �n O C9 O� C � N � p� � N � � 6 _ � u'� . � o o a� Z-o u �.: o � :o . m �� o aa o: a o� � c E- Z � C r O.O LO N NC'G'p O � O � > N � 00 Q"O�N �-6'-L N � s a C�n � 'c N O OI U �� O "o��`o�' �� m`o .- � o o�E sou� o � �=a � oc� oo � `mE ocw 3u`o � °�'"- a �� - a `o � � � a��, 9'U _ � O 6 �.- a � . �- o- moa�. _`oE uoe� c °-o Eo `o � . a� ��`-'u���. � � u+ a� O.�uE �� '^ E `a °' a�i � o ° Z '"� = oc�i.oa� �u °m� �� � � °-�`o.4-° a � o`� ? o'a `o o Eo �� � �� ��o oou `m o.30 � 6 °�. p m � � °a� x° o �� u a� �o �"?`o� Q � c�� -.,„�3 �a-ooa �o Z � � � °--o Q=' a� N` c 'o °' �.cpa�i U ox� ° aoom m� oa000 a v`oo¢a 'd `o-° a � 60 � aa m_`oy � O om�a-o ua�`u� me��° oom3 Vf Z �-► ��- : °_ a� .- � u �av ��; os aa5.5 a � o � � coUC�°� a�°i p � � � $ c C9 4c,-. S�.� c ooN o (� O vo Z " cUcm m� � C /1 Q - ° ^ � U D � CJ�'Q�— C � O .�} O C � � U � � Q 0 O.`pN'> >" O � Q L V W N V a�0 CZd�m�=U W � i � O vl '+ CJ � y . � J .� � O � � 4J C d' U .. °a � � � y � � � m cZ mU - Q �m Job Truss Tnsss Type Qry Pty E6171B72 ORD=RS EA-98696 SPEC > > Job Retercr¢e o tional NVR Homes,X 7250 s Aug 252011 MTek IMustries,Inc. Wed Oc11213:03:07 2011 Page 1 ID:Zz6cyWtHDmk�foSW tW 7LjzkwiU-9YCc3baDtlRBZTr.P_41?EpWZ?6?j6UqNGVk984yU9oo t66tx , 2L-0 365 i..Y 13-1A I 1<.1A 1S]-4J � s.o ��os� c�-� I ss�x �da iaodii.d S�le=t59.5 dx6� 8.00 12 3x6 G 3 i6 2 3x6 G 1 3x6 O 4 3x6 Q 5 6 �12 11 10 9 � ���o 4x4= 4x4= Sx]= 8 14 D 3%e= 8.00 12 3x4 I I 4zd= 3x4 II 3x8- 6�B= 3x6= � 2fi-0 3L5{ ]-9-02 � i3-0-9 �t4-0-815-]-9 2E-0 105 4-34 5342 16-0 1-0-0 Plate Oftsets X,Y: 8:0-0-0 0-3-12 ' LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Vd PLATES GRIP TCLL z3.� Plales Increase 1.15 TC 035 Vert(LL) -0.08 9-10 >999 360 MT20 197/144 (Grcund Snow=30.0) Lumber Increase 1.15 BC 0.77 Vert(TL) -0.21 9-10 >868 240 ' TCDL ���o RepS[resslncr YES WB 0.43 Hoa(TL) 0.75 6 Na n/a BCLL 0.0 ' CodeIRC2009/TPI2007 (MaMx) Wind(LL) 0.07 9-10 >999 240 Weight:1131b FT=S% BCDL 10.0 WMBER � BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Shuctural wood shealhing direclty applied or 4-4-1 x pudins, except BOT CHORD 2 X 4 SYP No2'ExcepY end verticals. 2-13:2 X 4 SPF Stud,6-B:2 X 6 SYP No2 BOT CHORD Rigid ceiling direc0y applied or 10-0-0 oc bracing, ExcepC W EBS 2 X 4 SPF Stud 6-0-0 oc bracing:12-13. MiTek recommends Iha�Stabilizers and required cross bracing be inslalled dunng lruss erection,in accordance with Stabilizer Inslalla[ion uide. ' REACTIONS (Iblsize) t4=570/0-3-8 (min.0-1-8),6=634/0-3-8 (min.0-i-8) Maa Hoa 14=-002(LC 10) � Max Uplift14=266(LC t0),6=-222(LC 10) Max Grav 14=658(LC 2),6=735(LC 2) FORGES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2541114.2-3=-307/162,3-16=-237J130,4-16=389/127,4-5=875/153,5-6=-1836/306,6-7=0/37,1-14=-660/243 BOT CHORD 13-14=409/400,72-13=-017/220,2-12=-062/61,1Y12=-64/355,10-11=0/633,9-00=-159/t300,8-9=-754/1487, 6-8=-163I1446 � - WEBS 2-11=0/348,3-11=-63/�73,4-17=560/304,440=-0/330,5-10=-679I290,5-9=0/61t,1-13=-161/494 .`\��ti'llilill!l��,. . JOINT STRE55 INDEX 1=0.44.2=0.34,3=�.14.4=026.5=052,6=0.43.8=0.70,9=0.84.9=0.00,t0=0.29.11=0.44,12=0.88.13=0J0.14=0,�9�an�1 15};O;Ofyy`"�// �� = k.; � > !.� ,j' � «� •.�'.��,. ... .�/, `i. NOTES (12-13) �. .� -�'(�^;�'�:�-- �.' � 1)N'ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25fl;Cat.II;Exp B;enclosed;MW FRS(low-rise)gable end zone and G=E <t' _: •, `� � EAerior(2)mne;can[ilever left and nghl exposed;C-C for members and forces&MW FRS for reaclions shown;Lumber DOL=1.60..= .; „ - - plalegripDOL=1.60 . i '�`;_?' _ 2)TCLL ASCE 7-05;Pg=30.0 psf(ground snow);Ps=23.1 ps((roof snow);Category II;Exp B;Partially Fxp.;Ct=1.1 , � 3)Roof design snow load has been reduced lo accounl for slope. ;�- 4 , ' r � 4)Unbalanced snow loads have been considered for this design. � '� � � / k�� 5)This tmss has been designed for grea[er of min roollive load of 16.0 psf or 1.00 times flat roof load of 23J psf on overhangs '��.'�� ,�.-t nonrnncurrentwithotherliveloads. ��j,��, ' .�, =�-� � s 1 6)This truss has been designed for basic load combinations,which include cases w�th reductions for multiple concurrent live load3,,, ;., � ► 7)This tiuss has been designed for a 70.0 psf bottom chord live load nomm�current with any other live loads �°� �i'�'1'�� L�� !' 8)'This Wss has been designed for a iive load of 20.Opsf on the botlom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide �.�;���`` . vnll f[behveen lhe bottom chord and any other members. 9)Provide mechanical mnnection(by others)of Wss to bearing ptate capable of withstanding 26fi ib uplift at joint 14 and 2"e21b uplift at joint 6. Continued on page 2 �EB 0 2 2012 � WMMNO�Ye'UYd�signparame[ervantlRE9DNOTE50NTriI5AN➢ING.[iD5DMITEX€EF£RENCEPAOEMII�iG>3BEFORELSE. P.9r'qENGINEERINGBT 0 Li Y ��� 7E�f1 V0���Of Vi9 0:1�/WMI NY1Ek COfIllEC1P5.Rl6 OEPBf16�SE'�JII�Y YW:1'Y�IOfi1E1BIS SIIOWf�.011d 6(Of O'1 Rldlvll�VOI bU�lfl�COT�IX1E111. n npp(KaM:M of tlesg��a�ameters ond qo,xr i��oma'o�n ol com�or�en;h respo�dTiry ot budtli�g tles9��-�ot fivs devg�.&aci�9 s�ovm ¢.y ¢iw loterol zoppotl oi ntlivitlool web mem'xrs only.AtldRiomi fempaory Wocirra 10 Inwre sobllry tloring coristmction h Me responaa111y ol Ihe n Mrtek nninaie erecior. Addlhonal partnanent bmcing of fie overoll sYrtictore is tbe responsibiliN of Me bvlding tlesi8���For generol goitlance regarding . �obriCotion,quafN Conhol.sfo�oge.oefrvery.erB[tion antl b�ocin�,conwB ANSIRP��Q�o�M Criterio.D5B-B9 ond B611 BeilEinp Comqnenl 818 So^ntlsitle Road . �... . . �� . �n n.. � nMil< c�1 m Nf�]9i� I °' � � O �' ° � - � � � �� � _ °'a o a3 Q o�o � o �, °� d-„ � o � � � d a� � O m . Eo a'� . m°c � -o � nm � m ° o 00 o a �Z °' „', D c .� O�N N N C C '^ C O W �. 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N -� a � a � �`- Q � — CO_ � d � a v m C Q �O] Job Trvss Truss Type QH P�Y E6111872 ORDERS FA-98696 SPEC � � Job Reference o liarel 7250 s Au9 25 2011 MiTek Intlusines,Ir�c. Wed Ocl 1213:03:07 20t1 Page 2 NVRHOmes,X ' �D:ZZ6c�vVWDmk�FOSWtWRJjzkvnU-9YCC3baDdRBxTxP_4REpWZ?e?j6UqNCak984yU9oo NOTES (12-73) 10)This wss is designed in accordance with the 2009 Inlemational Residential Code sections R502.11 J and R802J02 and referenced standard . 11)'Semi-rigid pitchbreaks with fixed heels'Member end fxity modei was used in ihe analysis and design of this Wss. 12)Desi9ns checked for ASCE7-05 wind at 120 mph,vrind reactions 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 other weffcients remain the same as shown. 73)SPF No2 and SYP No.3 wn be substi[uted for SPF Stud Grade ma[erial(Roof tiusses only). LOAD CASE(5)Standard �� � ENGMEEl11NG EV � R'.iRA1NG-Cerify derign pnr¢meu'rs and RSAD NOTES ONTHIS MD INCLUDED AIITEK RE+'E1tENC£P.<GE M➢-i4]3 8&fVRE USE. ���� T�� Fa!( De9�n wfitl for ose only vA1M1 Miek connectors.IDS tlesi8^is bosetl only vpon pommeters snoM'n.ontl is in ar�Indrvitlool boWin9 componenL �j t� I [G9 App4mblliry ot tlesign Pommetars and proper Incoraaafion oi componeni��spo�nbi�i Vre sbobifiry tivdng constrvction'rs tbe res e a b 19 sot ihe n miiek ntliile¢ porv� H g�wblaalsuppwlOfi�W��ritlW��'0bmemb¢rsOnly.Atltlitiorn'�fe�npaOry 9 g�gSOUnES:tleRoed .nvinr. ntld�iotwi pertnan=nl bocing ot IM1e OveraA siNCMe¢Mie respo�ssi�Piu of Me C�^ti Crilen9a DSB 89 aMrBG51 BuiW nfl��^�onenl ' __. � � � � o '[ n � � N � N 0L O. 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Z �`o0°4 � -° o a�O� � °�ao To `o o ��cn �ao`om� � W b' N E N` � .0 N 2 � N J O O Z ��= O U.� N �U p m`�'U J � NC"' N a ` .0 Q TN U'- N O � aooQ� `o_ � �`ao o � oa�i� � �sa�� oo „L a3o � o ��l r`u ,� c ,� �'° o au °« -° a�`?a� Q �° �� a� N 3 `�'_o_o �aco Z �'� Ea� �om T' � 6 ' N �° � O ua� ' 6 ° a'c.n ��-OaE ° �3 ;��� a� ox� u oo `m a UO�QO O- a "' 6� '-^ J N-6 '^ N � O.�O D U NNC Om V� Z � � LL O_ N � � V �p W L'- O� -O a�j.0 -0 �j-p � � C O O U' �-O 4- . * vo` �- 3 i c� °,� c`_mc' oo�,Vo °' O � O ( H c U � o�.., o�� Q - Q ` � U �p -Oa�.ma'o` c Q U "' ° < _ ° °o �,_.�° o � O ^ ' OO W � CZC�m� CU ` uJ I I � O Vl ��/ m � O �/�V � �- � 3 tt.l /� � ? �2 r, J ' 1 �N ~ 1� � � ~ C�� Y � � • p. a W 'p N o]N J m C Q 0 m Job , Truss Tn�ssType �iY P�Y E6tl18]3 ORDERS EA-9869] SPEC > > Job Reterence o Gonal NVR Homes,X 72W s Aug 252J11 MRek Industries,Inc Wetl OC t213:03:OB 2011 Page 1 ID[Zz6cyWWDmkINO5WlW7Lfjzkvntl-dkm_GxbrOIGO45 AeIWTM�Y9MP91DFVJMCMrgXyU9on 365 3�512 1S]b 365 Stt-] G1.12 Scale=1'.56 4 4x6 Q 0.00 12 2 8 3x6 i 1 Jx6� 3 l � �o ] 6 5 `yfi= 3xd II 3s8= 3x4 I� 3-65 SS12 1S]-8 365 Sii-1 61-02 LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/defl Lld PLATES GRIP TCLL 23.� Plalesincrease 1.75 TC 0.39 Vert(LL) -0.03 4-5 >999 360 MT20 1971144 (GroundSnovr-30.0) Lumberinuease L15 BC 0.32 Vert(TL) -0.10 4-5 >999 240 TCDL 10;0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 ` CodeIRC2009lTPI2007 (Matrix) Wind(LL) ODS 4-5 >999 240 Weigh�:88Ib FT=S% BWL 70.0 LUMBER . BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Structural wood sheaNing directty applietl or 6-0-0 oc pudins, except BOT CHORD 2 X 4 SYP No.2 end vertirals. W E0S 2 X 4 SPF Stud BOT CHORD Rlgid ceiling tlireclly applietl or'10-0-0 oc bracing. WEDGE WEBS 1ROwatmidpt 2-6 Righl:2 X 4 SPF SNd . MiTek recommends tha�S�abilizers and required cross bracing ' be ins�alled during Wss ereclion,in accordance with Sta611izer Installation uide. REACTIONS Qblsize) 7=572/0-3-8 (min.0-i-8),4=572/0-3-8 (min.0-1-8) Max Horz7=-367(LC 10) Max Uplifl7=-269(LC 10),4=-749(LC 10) Max Grav7=661(LC 2),4=661(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=309/173,2-6=-176(153,3-8=-395/150,3-4=-888/197.1-7=-634/289 BOTCHORD� 6-7=123/365,5-6=-40I643,4-5=-40/643 W EBS 2-6=25/125,3-6=-518/359,3-5=0270,1-6=-186/450 JOINTSTRESSINDEX 1=0.41,2=029,3=027,4=027,4=0.00,5=0.71,6=0.Sfiand7=0.13 .�������.� \\��\1' �'(yr,:, NOTES (11-�2) 1)W ind:ASCE 7-05;120mph;TCDL=6.OpsF BCDL=6.Opsf;h=25ft;CaL II;Exp B;enclosed;MWFRS Qow-nse)gable entl zone and GC;,,t� �• S NZ�Z :��i� EVerior(2)zone;cantilever left and righl exposed;GC for members and forces&MW FRS for reaclions shown;Lumber DOL=1.60 ; `1� , �_:�'fF, • F,cL �i� piate 9rip DOL=1.60 _ 4F�' J'' �-%'_ \:��..`:i' O'�. i� . 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps-23.7 psf(roof snow);Category II;Exp B;PaNally Eep.;Ct=7.7 _ _ , 3)Roof design snow load has been teduced[o accoun�for slope. _ �� �,�n�,,,�J� 1 = _ 4)Unbalanced snow loads have been considered for Nis design. — ].��'�'��='��°'- �]t = 5)This Wss has been desi9ned for basic load com�inations,which include cases with reductions for multiple concunent live loads i ��: � ` 6)This Iruss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loatls. _ n `� 7)'This Wss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3£-0 tallby 2-0-0 wide i --_ '� � �i . • Y(. " � .\� will ft behveen lhe bottom chord and any other members. - � �' 8)Provide mechanical connection(by others of Wss to 6earing plate capable of wiNsfanding 26916 uplift atjoin!7 and 1491h uplift.at"'�f�,�,'=.,r joint 4. 9)Th'�,s Wss is designed in accordance with the 20091nlernational Residential Code sections R502.11.1 and R8�2.102 and referenced ///���/;;����j� ' slandard ANSIlTPI 1. � 10)"Semi-n9id pilchbreaks wi[h fixed heels'Idember end fury m>del was used in the analysis and design of this truss. -� Continued on page 2 �EB 0 2 2012 � MARAiNG�Venjy EesiB^P°r°��°rs an3'�'�D NOTES ON TfRS AhD INCLUDED ART�f:lEEFEAENCE PAGS y.II�.-<^3 BEFORS L'S.. ISSa'1ENGINEEflIN��� rz 1IWfL Jesign valitl(or vse only wifn MRek connacfors.TMS tlesi�n is bosetl mly upon pawmetea s�owr�,antl is lor an indivitlual b ltling component. 4ppNCaGTN of desgo Po�amefars ond proper ir�coryorafion oi comporienf e resaoruibility of builtlirg tlesi9rer�no�frus tlesgrier.Bmang s�own � S�Of IOIEf01 Llp'�O(ifl(JMQU01 WQb TETf1ER Otl�`/. Atl[fl�i0lq�i¢Rlpb�:}'�OC61Cj�O ins�¢�Obi�1y d'Jl1:1B COf6INC�lrol16 nIC�ES(JOtlS�lm'O�1�12 P MiTek AXlliale erectot. hdtlifionOl petmanent brOCing ot�he o�e�oll zlrvcNre c ihe resPO�'ulbill�'ef t�e buiQmg tlesi�neC For genaml gv'rJOnce re8abi:g 'obnca�ion.a,uolity conhd.sto�oga.defrvory,erection ontl b�ocing_consutl ANSI/iPl1 Qwfty C�nlena,�Sl-89 antl BCSII lWltling Component Bt8 So^nGSide Roa� _ . .. . . .. . ._ e o+�e �. M nin�>av vr . � � . O T a E �, � v _ > E o� a ma � s o3 d- O m � Eo m . m�OC � a n n � � m .°- �o -°o �`o o ° � °�' „ �O � � � m� � mc c � co m � E o� � u c � � ac 5 � �c o0 I 'p� o' ^'N c�E am �o � r 'c o ' °p vo m . ° p � m o o m o0 3 0 �� W v�i md moo �D �o u a`o °= �° o°_' �n �Om �o a ° v n 3 �o e�� o � � � 6 ` �'� ��r oU .S-t d � C_ aa `JO p� oo p� DS C at �� Q d p'� �u D V � '^ m° >°m �� Pn � "c_ °;°a �oZ u°� c °' � m � 'a ur � �q a n u ac oo� � (/� C 2 - nm_ ,o� � n o 2c� „¢ �'o °'- v� c -O =' mm o °c � o � EE �� ° � — pp m°O-O �' � pZ ^ � o ' ° c :° -o �i 1] � d a`r c � O a mo .-a'voa �� ��Z '^ � °'`o >- �o °E L� �o� o�a w� rm � o o` E c � � � v � � . ,r�� V O `� �:o�oc . a Nd=� � ��`e� 3 � Do a �av r° °u� -o °` c Em = Eoa� Do 00 W � � D� n`o,u �o� sa°� m° o�� �° oo��. °-'0 2�0° dE no m° �=' r �rn f oov oP? o` ��7� - d ��° E�p� s o 00� o ca°im �'c m� �o o`o °.E „y nm c��i�' o wm > �t� o� E> �V 0 ox on ao � uw on '- � �m oom m . �o m c oc o -n� mo � � O � °indL md om °-' � 01mo ?c mx °'m o_'�° .�`o °m� Ev `ou � o0 0 °cc `o-� E � � � o.° ° 2�a� m E v� `m v av � o° om �s .�no a� �ati °� u� -c° 5_° o mmo� am.� op � O am � a�>u m`'� -4rn� E vo° w� � ° .,�; Do.°'o �o a°1:=_' �� o � � p'o _° �ou 3 aN c� � � -oa 2000 � o o�� ° � oc � 'dm �o P� o °o oa Eom ao - °-' � °n ° ��>.o m�o p�_ g ¢b 3E� z-„ a.00 U aoo pr �� � � U �u � c �ca oa m° `o U 0°0 - � ma zo� o¢ LLQ � n �n ,o n m ° _ _ "� _ �n �o n m a o r QbOHJ d01 a w s v s-o� �n ' . � w N r N `H °'� U Y O � y„ �� U w M l. c � �.�- Z rn n /[4 � O lh 9tM � V Q O � . �e C'^ w u_ — � If� C O tK Z Z Q .. � � m �i�v� > m Q � L N C " i. N m Q N N �p�;� CO � �,� � p w� w m m �L � d p �_" u V/ O� m � mQ F � � O O ���� py�� N � � Q u' U �Z o > .�Q m f�`/ � � Rz�F� 3 � �`� a � � z� w � ��o r� OO �e� � [� � Km � .�.i r z a w P w � �iI� Oi S '- f� y Q d (V . 1� � pu� �,y U O C,n "' . Q .. �n__�o Ww w .ii a °� "'� "'z p .�-. M�O�P p�IIPf� c � � O m c ,�'o � �r �� u U' s Z� U a wciZc+�i a o, � V W Q� h N .V �' Y � . QOr N6' ("� � �uJ1�W � rjw �m � w �P�O � ^ 41J � Z�� �� 0 U ��K._ aaoH�doi °<= u'= d � w a Z a m T ..L ? �` U m � C N . c.� a�-O a °� c4`c5 `m ? ° � O ' O � „� O C O � m m m c w `_ou�� N �og mZ-.o � f` S � �at ° � °�o '�'+ a�i�o`o 0 � 6 a�i ° a. o 00 o�aa� � C�'^ Oa Lv� Y - + NC�n N �C N G � CU C OO �a-�.c.`m � a� � =d O �omsoa� c� a�o � � � � o oo�E souc o � o� >�- '- �� a�4-a pO oc � � ca�� s��u' � u�' � `o�.�� o� . �� o�a� om . aE uoa� c °-'o-oo Eo `o o �'�� �-000 �� „ 2 �-° °.�9 c ° � � u ° y � � co Z ��- �oc'�.4e� �uom"'+ � w �� N E N a ` . N a � N � o Q O r N� u u V � � ° c U 0� N'C� N � g ogT . o= � o'o `o � � � a�is � �£ �-o oo �� a3o � orna p o � a- c� � va��`o� Q a � °' � 3 aoo�� o 0 o a� 'oN c � o �ua�ia� .ac� a� T.°-_' � aw �L� � U a�x� � ooca� mc`�i� °-oo3 Z �.` Ea-° aO1 � 6� - 'Q �_`o°- O o� ab o °-�`u9 a� c� � � om a U`o04�0 `a I °aa�i :c m ° 'a v r�- o+ J � T�� .o °_cE � �°U�°� aDi Vf zo �� Id- , ; � a � �- 3 Z Sso= c � � .. °Uc �� �a�i l� �_ , Q � c � U o � a�O1a��o � � � n ° Q �oa��S �No � - a O W �.{. � c Z a�m� c U O ^ I � Q �l N V m Ur i� N � � � W /� a Z Q I 0 G a � hW Q �'NJ � �_ � 1 N h � � � m CQ �C] I 1 Job Truss TrussType Q�Y P�Y E6t718]3 SPEC � � ORDERS EA-B8697 Job Reterence o lional Z250 s Aug 25 2011 MTek IndusVies,Ina Wetl Oct 1213:03ID8 2011 Page 2 NVR Homes,X �D:ZZ6ryN'U1DmkINoSW tW]L§zkvrN4km_GzbrO�Go45_AeTW TMIV9MP91DFW MCMTiq%yJ9an 11)Designs checked for ASCE 7-OS wind at 720 mph,wind reactions x O.Sfi will adjust wind load reaction to a speed of 90 mph(0.69 for 700 mph and 0.84 for 170 mph).All other coeffcients remain ihe same as shown. 72)SPF No.2 and SYP No.3 can be substiluted for SPF Stud Grade material(Roof trusses only). LOAD CASE(5) Standard . ' " � �� NS�ENGINEEPING BY�� �lLq Ig � � WARMFG�t'n'Ify aerign➢^��^'�vx and READ NOT�S ON THIS MD(ACL50ED IaTER REFEAENCE PAGS ICIY9��3 BE COrtpDnEM- Desgn wlltl!w ose oMy�ndtF�Mdek con:iBCtors.Thh tlevgo�¢Eas9d o:JY W�n p¢ome�en sMwn,o^d'¢fn an indrvitluo�G+YlN9 � I . .^f.^^ ^^ AMiTekAflilidle qppf�cabiliry o(tlesgn parometers antl prope v+corporafion of compo�nf'¢responsi>ifM o:bmidrg tle4gnaz-rwllmss tles8^*�&°=ing sM1Own '¢tor'�e o��P�����e����o�9 oi Me o�em�sk�cMe°'�he e�ponvbSry of'roe boild ng tlesigner.F or ge em„I g Itlonces eg�I�e^me Bte Sountlsitle RoaO �wc� _ __ _ _ . ���m nN51rtPi1�uafity CAeria.O5B�B9 and BC50 Bo➢tlin9 Com � �� . un na3J � - v O '' � Z � = �' ' a s� o � o °� ° °' c a` ` o m � a � � „ rnD � -o .o n� _�m o n o �o� � n °; Q� a � I � � a�i� �=.E -oa� �o i � ^ E oo Mu �c o ° a°c ° 5 � � c o o t � � °_' a°i a�io° oo no u oo °- � ° oA' °n av �"' o' o�� � ? ° oU um u � a rT. ��� o�•= t � =t m �'c_ �it m ° `o° �9 oy Dr a $£ '� °-' d °'� n°= o U = � � DN� Oi� Oa c �3a pZ �'� ."_� � y�`� � �U � Oo C �O �. 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N 2' Q Y � ^ B�IJ ��w sm Q Nj [�lP�� W � Z�w �� � U K�Kr. � 480HJ d01 �a� u'z d U w a�.z o"�, m T L � OL C C �'- U p� O �` O C"- C � N O �� C O � . ��, . O U O �j N � � N � � OC4 O� C � UJ � ' p) � Na� 6 � � ou�� . c.4o a� c�ou �� o � � � �s u � a�� „°i �-'ao� 3�- -QO� o c E-om O � u°i�sm �� � � w � nc° r �' ° � 'om ° O oo' � O�� O� C� NO i- � O �E Lp UC pU =_� Q '� o. s-a o0 oc . f ca�a� �°�w 3u� o � °�200 t- oamoa� `oE voa� � o-o-°- Eoo` �- ca� o�.� a��� . W � co 9 c � auo cmaO ��- ° 5c ° �aoo �� � � om �°' m °'a � � °' a a m5o ° Z ��.= ou° m uo�n"u � a� o� T o`_ o'o o E � °- O t�sa� � �`ua � � u`o� p � ° � Q� NO � QDO � -ONN� F- a ��a�i ° o �r a3o �, 00�a p mmi"- x ° � � o °� NE . o� Q �.S 3 �aooa� o Z a�i� EQa v� m ��� � ° � .=som V ax� ° o `oo `m °-�� oaoa ° a UO�QO "a O� -6 Ld� = 6 N-`p „+ p� � U�1Q"O V �-U� NN� � pm3 Vf Z � <- : a °� ; °-' � ° v � 3°� �° ».S a °-oE o � 0 °(9 a '"� '- U' S� o= c � a� � c�U �� Q � O I � o Z � .. oo"' moo�� Q _ p. U � c a� � �P O D U E� N�a D�Q C U � �60 � Do�Qm �co � O L I � V W N � 61 CZd C�_U u+ � O N '� (� � Aq Q r_ d 3 W X a Z �>r. 'I ", O y ~ W � + � P .. 1 1 � � Q W J � �_ ti -J m `a on p�y Py E61]t07C TN55 TNSST�)E Job � 1 FAA8690 SPEC Job Refermce o tional ORDERS 7 250 s Aug 2520t 1 MiTek IndusMes,Inc Wetl Oct 1213:03:08 201'I Page 1 NVRHomes,X �D'ZZ6�wDmkQfoSWtW]LljzkwVd��'brOIGo45 AeT`�'TMVATPAIDFgMCMrigXyU9on 1Sl-8 1G5 S`r12 6-1-12 11 �f.5 511-] Srale=L56.6 dx6 Q 8.00 12 2 9 3xfi i � 3xfi Q 3 0 5 �� 5 5xfi= 8 � 3x4 II 3x8= 3x4 11 9.512 1S]-9 3-&5 511-] 6-042 36-5 pLATES GRIP CSI DEFL in Qoc) ildefl Ud MT20' �9���44 LOADING(ps� SPApNG 2-Q'� VeM1(LL) -003 4-6 >999 360 23.1 TC 0.38 TC�L Plaleslncrease ���5 Ved(TL) -0.09 4-6 >999 240 (Ground Snow=30.0) Wmber Increase 1.15 BC 0�29 5� t00 HoR(TL) 0�.01 4 nla Na TC�L Rep Slress Incr YES W a 4.56 >ggg Y40 W eight 9�lb FT= BGLL 0�0 � Code IRC2009/iP12007 ( Malrix) Wind(LL) 0.04 4-6 BGDL ��a BRACING LUMBER TOP CHOR� Structural wood sheathing directly applied or 6-0-0 oc putlins, excep TOP CHORD 2 X 4 SYP No2 end vertica�s. 60T CHORD 2 X 4 SYP No.2 gpT CHORD Rigid ceilin9 directly applied or 10-0-0 oc bracing. WEBS� 2X45PFSWd WEBS 1ROwatmidpt W EDGF MiTek recommends Ihat Stabilizers and required cross bracing Rlght:2 X 4 SPF Slud �e lnstalled tlunn9 tmss erecfiort,lrt acmrdance with Sfabilizer Iwtallation uide. REACTIONS (�axlHorz8=400(LCBp� in.0-7-8).4=fi3410-3�8 (min.0-1-8) ' Max UpliftB=-266(lC 10),4=-222(LC 10) Max Grav8=658(LC 2),4=735(LC 2) pORCFS (1b)-MaximumCOmpressioNMaximumTension A-5=0127,�-8=-63212b7 __ TOPCHORD 1-2=308/17t.&9='t75/151.3'9=-394/149.3-4=-8871t68, .``i{I�.1!!�flj/� BOTCHORD 7-8=-�14�7g9�6-7=01635,4-6=01635 ,���,r �� 2-7=281124.3-7=509/349,3-fi=01268.1-7=184/449 .i.:. WEBS � ..:' i� :�i��} �// l`' , ,.�...^ jC�i /��i JDINTSTRESSINDEX ' ..',�`.`',TE.'�;., y �" 021.4=020,4=0.00.6=0.10.7=0.S6.and8=0.13 ' � 1 =�0.40.2=029.3= ' - �;'_4;a' f.�'`'.�t NOTES (12-13) MWFRS(low-nse)9able end zone and C C_� . '. , — �)W Ind:ASCE 7-05:120mph',TCDL=6.Opsf;BCDl=6.Opsf,H=25ft{Cal.�I:Exp B:enclosed: ., ` `� ' Ezterior(2)zone;can�ilever left and righl exposed{C-0 for members and forces 8 MW FRS for reactions shown;Lumber 90L 1 60 `' � L _ plate 9rip DOL=1.60 � �1 '� �)TCLL:ASCE 7-05;P9=30.0 psf(ground snow);PS=23.1 psf(roof snow);Category II;Exp 0;Partially E�cp.:CM.t . w 3)Ra�f desi9n snow load has been reduced to account for slope. �` �. 4)UnSalanced snow loads have heen considered for this design. ,�. . 5)Thls tmss has been designed for greater of min moF live load of i6 0 psf or 1.00 times flal roof load of 23.1 psf on overhangs ;� non-concunentwithotherliveloads. ���' �j 6)This iross has been designetl for basic load combina[ions,which indude cases with reduc�ions for multiple concurrent Ilve loads. � 7)This truss has been desi9ned for a 10.0 psf bottom chord live load nonconcurreniwith any oiher Gve loatls. d)'This truss has been desi9ned for a I'rve load of 20.Opsf on fhe bottom chord in all areas where a rectangie 3-6-0[all by 2-0-0 wide will fit between the bottom.chord and any oNer members. 9)Provide mechanical runnection @y others)of Wssto bearing piate capable of withstandln9 Z661h uplift at joint 8 and 22216 uplift at joinl4. �Cp O � �Sof`� 10)This tmss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.t and R802.102 an CD L referenced sfandard ANSIlfPI 1. li)"Semi-rigid pitchbreaks with fixed heels'Member end fzity mode�was used In�he analysis and design of ihis tNSS. Continued on pa9e�2 . . - .. _ . ..F. . . �E�E�N��� � W�M�_p rtJy design pnmmett�s un���`D�TES ON TH S A�U"CLUBEO MITEK R£F AENC£P9GE IN- a�3&£FORE USE I � I I _ n arametersiM1O n d¢fo�anntlrvitloalbvld'ngcompone�t i pMiTekAtlllid�e ammet a�tl pro�e� o po a� n o�compo e espo ti I ry of b Id ng�tlevgn t of hvs d�he e�spon 511MS�f Me � Des an voiitl f a only wifn M7 k conneciors Th tl ng�p bosetl oMy P b P'n f V �aoTN 9 Roa�'imbiliN of tle 9n p ,,,,,m!�ers oniv 4tltl�M1O�� mpo op � 3 M1 �N,�a desaner.For geneml g tla�oe �a�d^�� �� et8 Sowtlsitle Raaa � � � O � � � � - v > > a o„ o � � o� o �r IO m .�o � . �O . � m` a�y d� c �� a� o 03 y.m� 1 p�jN NYE 'ON �O N 0 E O m N V O �O D p0 p �' � 0� 'ON � � �m�"' o' �Sc o �o ° � . UO Du °' � ° � am `o� o � uo ° o s � 7 °-'m mo° °o Do u �o o_ °o o� °a .a�.`c d o' o. 2 r y oU 3O m g a � ��� ��- ou SD a°� v� °�a mo a `o_�- � E -os n _ � a 3 D � r um o V � � m �Oa� � � o `m �- oo= ah �� `om �`o � om `oc c op � o m o � n� o (9'� _� > ` �a�> ma q c � ga az oa .� � c o�� o - m o o a� �a a 8 C ' i- �000 �-'' m°- ° 2.�0� .„�< � o c.>_ Dm � �_°om °-'s n "um °� n v ''� o m u° p� 9— .° 3 co � a�Oi oo a� a � oz � �o m° c� ° _om �mw o a� m o` � Eo `� o V O O coa m�yo u� ao >. o�Q m3 � � vZ o `ou c � a� n � m `m h � � 3 L' V O o.� 'oDOa ma 2��.� m o °�a :3 `0 .EE D�' o�d o-°a sa �.oi �v m�. � � F�`mai �ma'� °� � � � D� ,p= @� -Np0 '^a0 `p Li-C�i � u 'OO d .�-.�D -- 'o ory� � o O � ` � � dj �� U � o � >u c � � a � u=a � o �s. m`c � °o ° � °O N�O c" � w o � '^ ai o A� _ L� = a � m°nm ` o. oa'ai � m.`' 2� °°' `o'oo " � ° vE Do � o� .°1.„ o ?c _°u a��i�o � °m �wy� �O p` o� �Q�a �o m��m � p� °°i' wm mm To o'p �o.E „� �� �w £ �� `m m �n �o oU �J o � °a u ����� xo °�'c .Q aw `a ? c � x °1m o.2'D :�a �� E � pu � ° o o �o�� t�g m�o d a8 °CO �:2��.a mE D �� v a-° o o.> oo o��is ��o a�O �o.-o aII r � ° 5`o D° m��o� am� �O �� j � aD '`,3E4 z-° �a�o U °oo p.� �t ��' o�o `oa Eo�m no °.� � c°o. o �`o.°m mo.� m� � eg � - N � . . o� U � u a.� ?c n oa `o � o oa m � o �ao v� c� v h �o r co m ° N m0 U ❑ o - � NO. tt0•_ �Z �_—_— � _ M V �n m Q � ^ — _ ? 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K � C - � C O y S � �Q W Q `2 � � 3 G "a �o �w m' v N � m" p,.y o � x o v .� o w e- w ,o � 'c= F w �g �� m O W Q _ J P P c � q K p qn W rw E p� 3 U �Z z Q v o. o � � � B�lx y "� � o � z g a o �Q � � 6�I[ � a=�a" N �.zM O w � c�'�o �' pO " � U � � Q» Q a �a ^ �� ��� � � � h `T � m �a �w � � M�oha � 3W v � 'O = � " i9 o K O �°�`Y. a 11� rn u . wa Z� U O. wri�'m W � a0 ' az U ^� .-�nz`r y ^ rjw Cm � W MPW.� r B'IJ � O�g O= O U OV� � aaoH�doi � N�� - ��- U2 a U wo��Zm � � ? �+ � � U O1 O v' �.0� o N O �O � C j , �'U C � X � � � � O U� O C 9. a 9 C j ��` � � Z �� �a= ��o t0 N Qao,� 3° O .QO'°-c�i �c �C `c a�-s a� °�� .�� y a� ��� o o N a m.> m ° o o a m o O� G O� C � NO ,Fv. � fl-Np H 'c N C6m, CU � p 6 � o6a� om � � ° � � � � a�`-c- ° �w 3c°�a�c oj �T=a �Q O � U.� N C O � N 9'U - � 6 6 C.� � 6 � �a � 0 � �� h a � 0 W C �-6a a�� OjC11 �� 06 � � � � Q��00091 - ' ? ` Q A NNp O Z � a U.p p� �Upmv�.U� ,'^,� � °_ya?, . (`o_: � �oao` a Eo �� o ncmo oo`u °' a3o�u`o,' p �� � a� x°`o �au o..: -° a��-- � �o`� m ,„'L ,,, � oo� 'Z ��.� a�° v.� a� N.°' c 'av � E ,; °� U �c , o �� � 3 c�aoa.�o 'g U`ooQa '� `o�.a .� p-� � 'a `s ° m O u°� � o oo` o `m .o���o` Q�o � o . f . a=� o 0 Z �- %_ : oa� * m � om s-oo �, � � aa uQ� � a� � � oom� O � . vc �- 3 U• cso;; �c° � m � � �°U��daai 1 i:. O 'p p Z. c p p`n �p O1 U � Q - Q . c a " c U c � c (� '" o � U a o �,ma v�_ � ao , O � a o` u, a� (((��� .°a � o °��5'S�- o � a rd "�' m [ \ cZd�m(�-V � Q w - � � � �3 w x Q C�1J \ Z �%+ ^ a� a- � `� a �a � a a „ a �y- :_' V a _ o; .. � w_ .. �' Q m II Z mvo C � �U Jo� Truss TmssType �ry PIY E6V1874 ORDERS EA-98698 SPEC � � Jo�Reference o tlonal NVR Homes,X - 7.250 s Aug 252�11 MRek Induslnes,Inc. VJetl Oct'12 13'o3i09 2011 Page 2 ID:Zz6cyVJtHDmk�foS W lW 7LljzkwU-SwKMl1 HcT92aFZMCA 1 iuz2LDOVyiwVQODG�ryU9om 12)Designs checked for ASCE 7-05 wind ai 120 mp�,wind reaclions x O.Sfi will adjust wind load reaction lo a speed of 90 mph(0.69 for 700 mph and 0.84 for 170 mph).All oNer weKcients remain ihe same as shown. 13)SPF No.2 and SYP No.3 can be substituted for SPF Stud Grade matenal(ROO(husses only). LOAO CASE(S) Standard A MARMNG-Oerifytlexi9^Pd°mettrsnn6READNOTE50A'IIiISMDIhLL[IDEDHITEK.25FERENCEPAGEA4IO<i3BEFOAE✓SE. IL�"IENO�N��� W�I! Design valia for use only with MSek connacbrz.IDk de9gn'e 5asetl only opon parameters sM1Own.antl Is fa-an Intlivitlual builtling component. ApplicabTiN u tleLgn parameters and popr in^.orporafion at corpons�t e resoonvbliry of boiltlin�tlesigrier-not huss tle9gner.&aung sPwm � 6 fo�blerol uppNt ol Ntli+idvol web mem�rs ody. Addifiorql lemporory kocTM'B�o irts'.ne stoSiliN tlert�a corchucYan v Me rezponsibiiM ol IDe A MiTek nXillate ereclu.AtlQition0l pertnonent�oung of Lw_o�eroll sMCMe e R2 reL orssi�o��ol Me SW�rtg tlesgna.fror g�ml audonce r�ega�d� Ble Soun�si0e Road tabncafion,qoafM cOnho6 sia�o�2,dellvery.atecfion antl bracirK.consul: ANSI/IPtl�vafdy CeHetla.DSB-89 enE BCSII Boiltlin Com enl uwee,��r,....,�r.nn ovaila�le vom imss Plafe IruMOte.JBl K Lee Sheet Svite 312,Nexontlna.�A 2431a. Etlemm�,NC 2]932 --. � t�,-13 � O '' � � � � dr � v _ ;. E s � o °'� " o o; � � � � � d2 � d mN Wta � y �O r � W E O � '^U o p � QO � n .< �C 00 I J/��� � �� ��w OC aC o LCo � J .n0 DO EN N "O � N O t L OU ;� J �� � � N NO� SGI � � U OO O OO O� On D � �n0 Q oN � ; "O N� O � � f� 0 � �'� C�F OU �t � �C� dr NO � � 00 0 � DS� C QA C O d O�� �V D �V�y � Q °o � ° om � oo_ n%� �.= c_ o °' o.� oa rno o a o n� ��n o VI �C ? � T "000 �� OIO p� �D~ OL N� Oip DU� O ON US a OC � � D E � O� � C `Q O N_ C'O `ON ' d Q � C�n C ::- D NN O � N 0 m � /��� v � OOi D"O�D �� ?O.O � OYD ; O 'O E Sn O"�D OE OO ND 00 O � � _� � �O"� D � UO W � L �� D�m�U U � tNd O U-� �p dpp 0C j`OO C � 41- NC d� 3 JC � Nw0 � O� ��° O d �� � aU� � O OON � �U � "C Ob �� N2D .00 ➢O L'O Qm t ~ � N NN� OO OU �y o� Eo��-° vo d� m � o� �' °' � �m -'�m °co°m .oE o°J jo mc `o vm > �t � `o_� E2 -s LL O � o mna�s a°'i'y �o�°-' � mmo` ?� m ° m � o2�O. ^o y`u Ev o�° c" o-° _°o c°� `o�°v � o V � d co°o o�'a� � ° °�� E �v � oo rm n� :^�o a-a �na �°c u� ° S_° .o mmo� nj.� �p 01 _ o �_a� � E a�� m d a� o c >` 'ob ms d��� 4m m `ooi - `u ua c E `w o�� p_ � O Dm Nw>u �� �°mo E uao p,� �_ "' 3 �°.° �o nm.0 uu o� c oo _° mou 3Q« cn. � > oo Fnoo � o om- S �.<_ u mm � o � °„' oaa ov Eom ao � ° ca ° �`>m >-oo °' � ¢�a 3En` z„ a-oo V �oo ❑.� �„ � � U °1u a� 3� a on m - o on c ° mcc �o�z p o u oo � � � n mo� oa LL Q (V f7 VI . m P �- � � m < N �O n 0 P O N , 0210H�d01 � t a s r� �n > � � a�i , 6 ° O y � x � �� M U Y y N � � �r Z L O ^' � 9SM � m n M V �&� C � � �W O � � �` C O W Z W Q T � OI �� � m Q Y� N N N C '� ^ N ��y Gl Q N N F S ' � h � o c> � F w 0 � "i UK ¢i- � P P � � x O �= V � E o � 3 O �? o � �a °��' ��`+ �WA.IY iN n���a�w •y� n � � zg W � �� � � ~• _ ` � N � � �Q m y w�o w �i p� � = L ZlA � h Q d P �� a,i C � N (V . 1� U Q By ✓1 Q v�^�`O �� 4I•' W a m W� W N W M M`O� ;p{�� �q W � OJ Q m Z F �d' � .� ��P �b°��q'y C h� V� � � n �� u Ww Zw U O_ wriwc�-� n c � w U rr Q� r N .vZ� y � Qo � � U � �vJ�o� v Fjw u�cm p w MPWO � I � ai� m ?OJ O? O U �°w- O2JOHJd01 �¢.s.. Uz a U wo�.zo"'. m T 'L � . . '���U 01 � NC. O � O � C�.� � � U O N O o �� � O C� p� C � N � m � �J N C f`\/ O V�- � O N �O U �� 6 C � �"Or . V N NO N N��p O V O NaN � 00 ��ON Z C_O�LN p-O .CN � sa�N N � C NC OOJ CU Oaa �� m`o �- � o mE so�.� o � mTx .Q �°�c�°-o °- O `oo � f ca�� .°Q�"' ��-° � o���o� . .- o:aa� o� oo �.- 0� c °-�-ao Eo `o o '�c9 waoaa� � z �++ °� � ° a� E m'_ '^ Ea�ia °' c °� � o Z ��- 'o � o � �� om�nu � � � � CON _' � O. N � O aN� VU'_ N CU � Q� O_ T O� ` OU `p O Ep �a � .➢LND � p �� a�� N001-O � O_o NO "�_O .Or �ONN� �0 ��� �-- 3 -O'pCdC � ZCo�, � O.-p .y N N TjC O ? CL p � V OT�jU� � OON �U_6Q-� p3 ��� a c o °� c � O �°� a'o u °-�u'O a� a� � � o m t!f z Uoo�¢ o =d : °Ha�°i � m° 'ow t3os J � ».S �a °�o � � c6U�°6N " I . � � U` .flo= � � a� � oo� moo�� OO � ao Z ' �Uc � c � � _ c a U �° ° � o�.o-�o�o c ,Q V ^° ° ' Q a a`o ���'S� o � ° = � � �o � = m ` z�°m�`� O V1 � Q Z ✓1 ' A Q �- °o Q x w z 2'a o� .. V� o. „ f- � � `°= � y � Q w v Z m<n � m � Q O m �op Tmss Truss Type Q�Y P�Y E61]18l5 ORDERS EA-98699 SPEC � � J b R f ( pConap NVR Homes,X 725�s Aug 25 2071 MTek Industries,Ina Wed Oct 12 13t03:09 2011 Pege 1 ID:Zz6cyW�HDmk�(oSW IW�LljzkvnY-SwKMUHcT920fiFZMCAI iur2Lyo�SpN�ODG�zyJ9om }p0 b BL�IS 13-i8 tbib li]b 6612 3P0 66 <b9 F69 iF0 1{M 11 Scal¢=1:61.1 <x6 O 8�� �Z 3x4 II 2 3 1� 3x6�i � 3�c6� l 4 3aii� 5 3K6� 6 ]B _ ,z „ ,o . ��14 Ax4- 4x4= Sx6= 9 Sx6= . 3x4 II 14 3x4= 3n4 II Sx6= 3x0= 3x4 II e.00 ia= }0.0 G 8-0-05 12-]-B 10-0-8 159-8 }p-p .5. 6-6-9 4-69 1-6-0 Y60 Plate Offsets X,Y: 9:0-4-0 0-3-2 LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) I/defl L/d PLATES GRIP TCLL z3_� plates Increase 1.15 TC 0.33 Vert(LL) -0.04 71-12 >999 360 MT20 t97/144 (GroundSnow=30.0) Wmberincrease 1.15 BC 0.58 Ved(TL) -0.it t142 >999 240 TCDL 10.0 RepStresslncr YES WB 0.45 Horz{TL) 0.10 7 n/a Na BCLL 0.0 ' CodeIRC2009RP12007 (Matrix) Wind(lL) 0.0310-11 >999 240 Weigh�:10816 FT=S% BCDL 10.0 LUMBER . BRAGNG TOP CHORD 2 X 4 SYP No 2 ' TOP CHORD SlmcMal wood sheathing direclly applietl or 5-0-7 oc pudins, except BOT CHORD 2 X 4 SYP No.YExcepC end verticals: 2-14:2 X 4 SPF Slud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W EBS 2 X 4 SPF Stud 6-0.0 oc bracing:t3-14. W EDGE MiTek recommends that Stabilizers and required cross bracing Right 2 X 4 SPF Stud � be inslalled dunng Wss erection,in accordance wilh Slabllizer Ins�allalion uide. REACTIONS (Ib/size) 15=57010-3-8 (min.0-i-8),7=6341P3-8 (min.0-1-8) Max Horz 15=-400(LC 10) Max Up1ift15=-266(lC 10),7=-222(LC 10) Max G2v 15=658(LC 2),7=735(LC 2) FORCES (Ib)-MaximumCompression/MaximumTension TOP CHORD b2=-2771139,2-3=381/130,3-17=2241130,4-57=376/727,4-5=-843/t59,5-6=-1556/270,6-7=-901/173,i-8=027, 1-15=-666/256 BOTCHORD 14-15=-113/398.13-14=-404/198,2-13=-325/2t.t2-13=41/346.1b12=0/646,10-11=-117/1243.9-10=-49f/07. ..,,,.�.',�:.'i:i�;l:'// 7-9=461631 //. W EBS 3-12=0/329,4d2=567/282,4-11=0/349,541=622239,5-10=0/393,6-10=-76l705,6-9=�356/51,7-74=-152/511 '>TI�','� � �/� �.,i' . ��. -.i�. . JOINTS7RESS INDEX �`��'i� • � �� ���'�'�`` L��'� �=0.46,2=0.38,3=024,4=028.5=0.34,6=0.37,7=0.20,7=0.00,9=O.t 8,9=0.00,10=0.36.10=0.00,11 =026,12-Y1,34;:13:�0:86',9 d'=�0.65;.15'_�o:iG and t6=0.00 - ` � e' 1.•f�,�� : ° _ NOTES (12-13) i)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BW L=6.Opsf;h=25R;CaL II;Exp&enclosed;MW FRS Qow-rise)gable end zone and C'� -V : ' - :;�r �� a = F_+tenor(2)zone;wntilever IeR and right exposed;GC for members and forces 8 MW FRS for reactions shown;Lumber DOL=t.60 % ��. � ���� , �, plategripDOL=1.60 �'.i-: '•.i%.r�,�,,.-�.'-� � � 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow):Ps=23.1 psf(root snow);Ca�egory il;Ery B'.Partialty Fxp.;CY-1.1 %, <.,n_ � '� •.•� _.\��� i� /, I 3)Roof desi9n snow load has been reduced to account for slope, ��//lri,�+i p� � 4)Unbalanced snow loads have been considered for lhls design. 5)This Wss has been designed for greater of min roof live load of 16.0 psf or 1.00 limes flat roof load of 23.1 psf on overhangs +i � nontoncurtent with other live loads. 6)This[russ has been designed for basic load mmbinations,whkh include cases with reductions for mulliple concunent liva loads. 7)This Wss has been desi9ned for a 10.0 pst bottom chord live load nonconwrrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf onthe botlom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi0 ft behveen the bottom chord and any oiher mem6ers. Confinued on pa9e 2 FEB 0 2 2052 A WAHMNG-Vm/ydes�9npa'emc4'rsandREADNOTE50NT6'ISAYDINCLDD OI4TEKA£FEP.ENC PAGEOIIF�?�3bEFOlt£USE. {3c�^#ENGINEERIN��� an�■ Design valitl tor vse only witn mTek conneciors A s tlesign is basatl only pon pa ameters s�ovm,and a lor - G'tlual build'ng component. FpplicabilifyottlesgnparametersanCproperincoryo�ationofromoonenf'sresponzbiliHafboltlngdesigvr olhvsstlesgec&oanBSM1Own � ! 6�o�lotemi svppo0 0l Intlivitival web mombers only.Adtlitioml tempwary bradng lo insure sfablity dvnn9 cortst�vGtlon u�he�esponsibilliN ot Me A Miiek AXlllam erectoc AtlCitiorwl permor�ent bacm5 0l f�e averaA shocNre'¢iha responvbifN ot t�e Wiltling tlesigna.'ar 9e��vl g�doze regartl'u+p _�___...........r.�.,.....b.a.ircn.w.tln(rvxrv.necfion ontl bodnp.Co�l� AN51/IP�t Ooafity Glleria.DS!-89 ontl KSII 6wlNn9 ComponeM g18 Sou�MVOe floaC cn � -e,- � Q T � d � �s � W _ �.._ E J C O �'O � O O� Q� U O �,.O d 9 O � N V N n C O U N t O. .��i ,� � o,w `m � � c"' co `m v E om nu °„c a� _° n° ° _ � dc `oo r +�i'� � °'� c�� D � -O �`u `o o m -' 2° �o � E r ai � ���' `o L _ o U 3 o m i W u�i E-o °'u� °'- n'3 r u: o� $o a� on a � � o o�� - �3 0 �� ° °' c �Us � � y NO � �D O V O � C� �` C_ c � � O. N 11 9 N � 0 0 N= C�F OU ��' y NC_ Q� NU py 00 � � DS C OL � O 0 p� � U "O � CI � N Q � N� O N OC O�� O O O. ` 2 y°� -p C oa m9O� a� °-'n � ��Z �� mo °'o D�o o `p� a�im o �� v `m D EE o'3 ° V O LS m0 mO=�U> O �j U O . 2 �� �� ��E DN UDY �'.•C-� ND �W 0 N � � �� �.� �� L U � � oi �Ob°D ca_° Nno � �y�O ; O -oo ° o�-° oE `oo °mo 00 0 �� � � o,� °� op � 3 � a� n�°'m mc = �v °�' o�° �° oo� "o z�o m 'E_ ao m ° 0~ t `o� c oo`a�� `o � cc �/�� O y �� E�°oa £ o `oo� o � a�Oim �`c w� �o 020 o.E o � � a�Oi mc a �a�i > �'ry om E> V/ � � OX �c4 j � O N� N C 04� E v ' v r..m C O� N� _ �O .O�N c O C �O O- N t�-- N O � p � o_° u ���t �"' om� � °_'mo � � mx °' m o.20 '"o m� �`o 00 � °� ° ��rn ad°' �O � o ° 9 'cQO� m ° u��` E oD� oo rm n:` ._�_ a� �ao B� �` 4 5_° .o my� _� _ � `- O n� `�� `vy Pm� E moa c � °� d� nc� Ro ��� .om �._ � u ° o Q'�� °`u5 °� a �o �� oo ' u '._ o u� o �'m m= d3 EaE m-° a=�u '�'�u oy � pO o 'o° m ma� mC � � � ¢'o ? 3Ea z� dao U tloo or �r > > Um ° °D �.00O oa `o� o oa � m � o'. m�c°� e�z a mo u oo = � u�n r� o� ❑¢ lL 0 (4 �'1 < v) tA P � � � � V N �O W O ^ � N O210H�d01 - y s Q SoJ h � N p� m y° °a tl +s�� N L L ,� U x� a „� Uw � M /1� T � (� 9{M �c Z m � � c° � o� � � � Vy �c`o z Z Z Q .. � � a� „ „k,� aW- m Q � , °�' '�¢ N � V N y N C ^ N y� a] V7�+ 00 u �� U � �1- =� P P � �p����p?�B a �= N V) � � m � mQ � o ��IY"dql_7IJ.���9"� 4 �e�x � � Ev o w U �? o � hQ � n �E�'�. �/ a��aF w �s:. 'o � 3 � z� � r�� � � � ow � � � � O LZM k ^ �r a � wP W �� Fi .0 _ �n (V . 1� pz � U Q QN w Q �n-��o .� Ww N a m w ww w .. MM.a� ; w � m p .o z� �?rc � � -o'n m o III'� � b � � p i�� oK O `o y�jP�(V a W � �o ^ ,� g z� U Q w c�i Z ch U �^- Q� f N .V .� Y � Qo ' N� U � .-�ni.w =' �ju"i rcm 0 w mO��o � - ai� m z�-, S� O U ��w- ObOHJd01 �a� Uz i U wo�.zm � T L ? �� U Ol O �` O C j O U C � N O o �5 ,� O CO.� p 9 C � N ` � m � N N C f`\! 6U'� . C.O � N �-.O V � ,�,� OC c E_ j '�'-O� � N NO � ND�O OUd N � N � 00 �"ON C �' O.� �v� Y N � C � Z C a - N C J N O � L �� O � LSJ E L C O m C U �C=p_ O+-, O ` '_ � o���s 4 ° � � � � ca�- .°o.5u, - 3°`0�0 'a ? c�oo � � a o �oa� u � � � � ���� � o� moa� `oE u.4a� ❑ oa Eoo o � � m m Z -° o � � o . `o�a • 'c �� O �9- - � o.° o ° °ug � w °-" a� E a�= " � a�Q °i a� � oo z �, ou� a� � omw � � a� oo �' _ 0° 2 oa ` o Eo � ° � �°ic �a oo �L a3o � ` m� O o�� a? �,o aa� - `am„°�,� �= a�� e� —m3 `�'�_o �a�o � �nCT� x O ENU O� N � . Ol Q N_C ,�O N'CC C � �.pUO � � � �a'� v�u m �` � N °' ��� a� V ox� u 000 `m mu�-OO4o °3 Z �.,._ EQa � o� � �c _ o. °- O u� ab u °-`u� a� a� � � om a U`oo< o =a . oac�i r � o od �3os � aT�� `a °_o ? pc °U��m N Z ��-► I�- a a, c (9 .n o�- 5_� � o o H m o o�� j� O vo Z .. �U � � 5a� v f- . � � a V v o �o'_'p-°'o�o � � U �� � o` z (((��� �DZ°om '� o � 0 w �, m � c d (J_U ` O � I I O � N Q Z N . /"V Q � '0� H � W y� �� 0- .. � � O Q \ o�_ N � �' i � a m c Z vmi U Q �m � Q�y Py E61]18I5 JoD Trass Truss Type ' EA-98699 SPEC � Job Reterence o tional OR�ERS p.p50 s Aug 25 2011 MRek Intivstnes,Inc. N'ed Oc�12 13:03-09 2�11 Page 2 NVR Homes,X ID:Zz6ryW�HDmkQfo5WPN7UI���V-SwKMl1HCT920fiFZMCAtiux2Lyo�5pNQODGDzyU9om NOTES (12-13) IateraDableofwilhstanding2661DupliRatjoinli5and2221bup1iRaijoint7. g)Provide mechanical connection(by others)of Wss to bearing p 10)This Wss is designed in accordance with the 2�091ntemaUonal Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIlTPI 1. wind reaCions x 0.56 wfll adjust wind load reaction lo a speed of 90 mph(0.69 for 100 mph and 0.84 for 1 t0 mph).All 11)'Semi-rigid pitchbreaks wilh fixed heels Member end f�tiry model was used In the analysis and design of Ihis mss. 12)�esigns checked tor ASCE 7-05 wind at t20 mph, olher coeffcients remain the same as shown. 13)SPF No.2 and SYP No.3 can be substituted for SPF SNd Grade material(RooF Wsses only). LOAD CASE(5) Standard � ENGINEEPING BY�� � A yenjy tlesi9n p¢�nmc[eis¢rd RFAD NOS�S ONTH15 AM1D t4CLUDED F.TTEX 8£FERENCE FdGE AfII�>i93 BEFORE USE. � 1�yFfp�ppJ R��M� '¢oasetl only vpon Pamme�ers shovm,o�tl'o for an Indivitlual bvlding component. I ���'Y a?k Atlillsle I� em¢resporss�Gillry ot boiltlryg�v9ner-not Imss tle9gnea 9�o b�r sQ�� P De9gn valiC iw vse only wifh A�iek connecce.1���s�no'on ot wmDOn nru�(ica�rv ol tle99n?°:°^ref�a��o...d.nNV. AtlQM1�I temporo'Y'xac�n9lo irwne sfM�d�+^���ra 9�ae�cesre9ordm8 �a�„�siee RoeC � � � O �' � I Z °' = = ' a o � o � o � � o v= I � dmd voc° �N m� . ` � �m r_ o o �� L ° v o3 � � � 'F'° � m� c� E 'oM .o � .c c m E aO1 ='u c 5 � ac° � a �€ � � °c r I 'n �o c°JUw °2 a'3 t t^° m . `oc ad ao E= ai D � � � t t o ° ;0 3 � � � �d N O O C D p U U� p� � O� p:n �� N Q o' _ �U � � � O „'s ��� ou 5'� m° � m a° mo 0 0_`- � E nt m m � 3 ° o „ um u U 7 �a�i ��v £o om '� oo- �� c� c^ .om � 0� oc c as �� � m m� �� o N • �� .o¢ > a�� ca � r ;a pZ �a .�m y � 0'S o 'c �° n ¢ � nu ca `o a C oo m-Op-d om O1n or 2v� �Nt y° m� :o�jc om ��- o'. �Sa� � o :o oc orn u � p O mp m��' � _o°O -o`0 2 `o °Q m�3 'v m2 oo`u � °' ad ° n` � m `m � EE ��; o C c � 'moop ca� � � p mo >. �_°p oE �om uad o:= m �� oD £ � � do` a.� c w. �3 O p� -O:�OC Ol� �N� � OY-� BO Ea L � OU� pQ L� Gm � N N � C �NN 0N � W O" N �V �NC�O DO LnQ N V�O �� vb� Na )�DO �j �� GO� � O O E0 = �Q � DO VO � _ y =a � o"u� `o `oo�Oi � a°�_� �c oo, o�o � �o wE �o � `o .� � 0 2c ° dto s � °�d � {L Q �� mdnD �O N� N C p.�� NN �d =� o�o �E N� nN Nc � �N i � vn OO OU II► o` c „�o� y�� a. m v � v EE m Nm cov r . �o - o `� `m om E� v O � o_` ° P2�o� m � �m` ` � o-o„° '°o °t' m `o.�' o�`o ti� m� E`° o`�o c `o° _o° �O` °�a�i E � � a �am � v>u m`Y °`m� E mo° �c °o mc �„� nm ' °.°m `oo� ° � � '� �° °'Em o�u „Q � j � D � 23Ea z° aoB U aoo �r �r cm oao `o�o Eo�a�i ap -° m � `oo 0 opm wa� �a Q a c.- p q o� � � > > U�u a c �� a oa m� o oa � m >�o �» o o�� .LL � oi oi v „f ,o . � U ❑ o c � m c o mz , , n m w O _ N � p N � d d K O= 0 Q — .____ _. C m O � �- (V 4210HJ d01 L Q � 54J v> p� C �y > I� N O � '�� CJ � N N (�� Dhy U �� W Y� C � Uw � y�� � .w. w .` � C') 9YM �� Z ,C n �+� C� � U q � � n N oLL � _ C O w � C �- �q Lw K� W Q � m� � m � nN J'� T o� Q � y � U U "5 UD �2 m O � v � L � ° � w^- W `o Q "c F m'� � �� m Q W Q J P P G � B�/ p - U � E Q w U �l9 2 Q < O O �pq�7 �S/�� � �� C ^L,' �° � 3 � z? °- p '��, � 'P',� � @LTd.11_ �y/ W��f v V/ � � czm � ^ �,�Q., Q a woee. i�" OO � ow `rn � � a m WN m a — �^^� �� �u c Q � N W C7(").p � W w y v � w z� ;� p ,o�na 3� w � �o r �� u W�., ok O `p �m� o II� c w '� w�`i a m y � rc� HC �- aQi "'.vZ`h W 6, a�r n� U � ._vJI�W -Y ^ 0-IJ ��w �w .7 w �o�a� � aaoH�doi � o°= _°= o° � �°�� f - at- UZ y U WPZP a L J N m OLC N �'� �~ V Ol O N � p N� a � � C� . p� C C N � � � � O U.� O O 4 `p�C � N 2 � m Z J �,�i U� NO N abo� 3:�_0` � Z'�U �'� D.G o C�O'TLN �� L n Y N CTn O O UO 6 O C E-6N � 0 „ N N �J 00 p ��. F ����� C � N O � � a� O m� � C U m �U C=a Q CU -� 00 O � . � '`� 0E OC= Lp_-.` O '� �_ Zo�- a� o� �`oE uoa� c oa�am ��uu-' 3yao �o � c�oo �-° o � o . �:�.� . a-o o E o o` c . � ��`-"��'��a� u+ � � � ua v �� � N�_ o � mc"om cn a � O ° ° ° a? ° a � °� ° o E � � °- p ''��- ° �� °' mo°°'� �� � p °'� �T� X° `o �� o ' aa° �L =. 4La� o ooy� a3o� o °�`- u o« �- a`�� _ �., a, Z a�i� Ea-o Q� � h.� c av � E . or Q a�� . o a��cc3 caaoa.�o a U`ooQO °,� � o` o -a � 6c _ c =�o� � o�� u 000a� .o�� oa'oao 2 �_ � a a� t � • y a� � u �-��� a� a�� E ° � Q P �r : � 9a �3°s Z a�o� _o °_° c y oo�n�c7.� � O Uc o �w ' �7 "' F � Q v o � w;a a�o � O T � a = �- m cZa�m(� cU � 1-W- - I I � O N � (r� -O J i N� Fy x Q Z N a `L � y � Q Q �a m� A � V 'O "' m�n m c ? �U Job Truss Tmss Type Qry Py E61710]6 ORDERS EA-98�00 SPEC � � Job Relerence o �ional NVfi Homes,X 7.250 s Aug 25 2011 MiTek IndusVies,Inc Wed Ocl 12 13r03:10 2011 Page i IDtZz6ryVJ�HDmkOfaSW lW7LIlrkvnV-PukhticSwMW W KPBYmtVxRBaOzCnjh98efgyplPyJ9ol ]35 1469 22J-12 y.}5 9-}3 ]463 4s6- Scale=1:1016 5 ' 8.00 12 3x6 i 13 3x6= 4 3x6= 11 6x8 i 3 2 1 a � � 4x8 II y B � 12 6 3x6= 3x4= Sx6= 3x4 If p}5 ta-F9 22<42 'l-35 ].3-3 ]-10.3 Plafe OHsels X Y: 7:0-3-B,Ed e 3:0-2-8 0-3-0 LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) I/defl L/d PLATES GRIP TCLL 23.� Plates Increase 1.15 TC 0.89 Vert(LL) -0.13 6-7 >999 360 MT20 197/144 ' (Ground Snow=30.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -U27 6�7 >989 240 TC�L 10.0 Rep S(ress Incr YES WB 0.56 Hoa(TL) 0.80 11 n/a Na BCLL ��� � CodeIRC2009/TPI2007 (Matrixi Wind(LL) O.t3 1-9 >999 240 Weight:1471b FT=S% BCGL 70.0 LUMBER ORACING TOP CHORD 2 X 4 SYP No2 TOP CHORD SWCNraI woodsheathin9 direcfty applied or 2-7.-0 oc pudins, except BOT CHORD 2 X 4 SYP No2 end verticals. W EBS 2 X 4 SPF Stud'ExcepC BOT CHORD Rigid ceiling directly applied or 7-33 oc bPacing. 5-6,4-6:2 X 4 SYP No2 WEBS 1 Row at midpt 2-7,4-6 OTHERS 2 X 4 SPF SNd MiTek recommends tha�S�abilizers and required cross bracing W EDGE be instalied during truss erection,in accordance with Slabilizer Left:2 X 4 SPF SNd Installalion uide. REAC710N5 (Ib/size) 1=658/0-3-8 (min.0-1-8),11=906/0-3-8 (min.0-1-8) Max Hoa 1=821(LC 9) Max Uplifl7=-64(LC 9),17=610(LC 9) MaxGrav7=980(LC 14).11=1121(LC 14) FORCES (Ibj-MaximumCompression/MaximumTension TOP CHORD 7-2=-137118,2-3=-805/0,3-0=-796/0,4-13=-24"0/0,5-1 3=-7 1 511D3,6-10=-4t3/799,540=-413/799 BO7 CHORD 1-9=�72/1008,8-9=-672/7008,7-8=-67?I10�6,7-12=345/570,6d2=-345/570 WEBS 2-9=0(110.4-7=117/535.2-7=-556/402.4-6=b97/548 `.._\��'•,`'.'.�'.�.�iiii!i1/��. JOINT STRESS INDEX �' '`.�y� �!//� \ r ,. �. 1 =0.58,1=0.00,2=0.00,3=0.78,4=048,5=0.74,6=0.56,7=0.54,8=0.46,9=0.26,10=0.00,10=0.17and10=0.17 `�'_,�:- :,_ • �y.� -: C I t�i;. V �� ,'"... �F. - NOTES (t2-13) � �'� ' 1)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Ca�.II;�p B;enclosed;MWFRS Qow-rise)gable end zone and C-�= �li R5 �. + _ E#erior(2)zone;canfilever left and right exposed CC for members and(orces 8 MW FRS for reactions shown;Lumber DOL=t.60 :- j ,`� .�_,�C,Q'}��.. L� _ plate9ripDOL=1.60 _ -'� fi' = !�� [ 2)TCLL ASCE 7-05;P9=30.0 psf(9round snow);Ps=23.1 Dsf(roof snow);Calegory II;Ecp B;Partially Exp.;Ct=1.1 ' Y'�i ' i�'�""' _ �i i� ` 3)Roof design snow load has been reduced to accrount for slope. ;� " J,S,�, � ; . . .J,.�F'if� ` 4)Unbalanced snow loads have been wnsideretl for thls tlesiga '-%��•`�i '•-: :l��,��` „ 5)This truss has been designed for basic load wmhinations,which include rases with reductions for mWtiple croncurtent live loads. '.;;:'-.,�.��.,; <_i' - /' 6)This Wss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. :'/�.,--"� ' `,�`,�'y j 7)'This Wss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 lall by 2-0-0 wide ���>'�[ ( will ft between the bottom chord and any other members,wiN BCDL=10.Opsf. "��-•-" � // �� 8)Bearing at joint(s)N mnsiders parallel to grain value using ANSUiPI 1 angle[o grain formula. Building designer should verify V capaciry of beanng surface. . 9)Provide mechanical mnnection(by others)of truss to beanng plate capable oF withstanding 64 Ib uplifl at joint 1 and 6701E uplift at joint 71. 10)This truss is designed in accordance with lhe 2009 International Residential Code sections R502.1 t.i and R8�2.102 and ��� O � �0�� ConLRfd��RFR�3�IL�ard ANSVTPI 1. � WGR.ttI'G-VeNYtlerignparvmeterznntlF[EADNOTE-iONTIfISANDIIKLC"D=DlRTESREFERENCSP9GdMII�i]32cfORENE ENGIN�EEAI[N�GBpT p g olltl fw osa onry wilh Mrtek connecton Tn6 tlesyn h GasM oNy pon Parameten shovm antl u fw an Mmtlual boWrtg compo�ent. ����J�� nppllco'�lity o(tlevgn porameters ond pmperincorpomtlon ol componenf u responvbiliry ol boltling tlesigner not Wss tlea9^� Bmdn3 shown � ��]� is fot laferal mpp0�o(intlividool wCb members Only.Atltlifio�wl lempomry braCing to in5pre stabili!y tlonnB conshuction u fhe responzbilli�y of iM1e A MiTak Atlllla�e erec�n.ntldtllonol permaneN bmcing of ttie o�emll svucMe is iM1e respor¢ib�iry ot fie Iwiltliny tleAgnar.For 9er�eral goitlonce regartlirg foai^,o�n.ouaGyconttol.ztomge.tlelivery.a4acHOnonCboc�g.coruvlf AN51/fPll�mftyGNeria.DiE-89antl6C508o0dn9�omponent Qt85ouMVtleROaE . . . . _ . .- _`..`_ _._._� _� .....p uim319.4bxnn�rin.VnY1?1<. 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W p � t � WO �' v N N � w � � 3 � �'S u� o� � � v � ��$'��'{�y p tpq�` N � �O vi � m Q �-` � M P o �F�dIJI.9!'� � �tla d � m W Q v o a �7 p' w � � p 3 � 'z z o � ,�n� r°�i w ��I1. � n�����p,,q< � �L 'O z u. z w� w � °��1 rn � � � ct'^ � n �r N p °' �� 2� � � U O a� a .. "'�_,° � Ww� v m W�n m w �M�o 3 v � m O m zp�e 3�W o � '-�o`nm 0�11� m T � � u 1W9� oC � � v�iQwc� � u�. � 'O � � wi 2� U O. w<+iZch V b'�- Q� !-� N .'P � Y � ¢� w� U � :h':m °' ��w zm � w c'°��o � '- BIJ m ZOw �� � U K�W� 4210HJd01 �¢� uz i U wo�.zm � m T L � �� U m C O % C,� O a`p 6 C j . O U O �, N O O �� m O C� `p S]C � N ? �� 01 . N N C N O U'� C O `� 41 Z'.O U �"- C " �] ��0= �"�O .N-V ry �a��0 30 �p � � � � 00 ��O Z C O.N . Y t � C N C N C 6 01 C U C O_ Q �0�� N C � �C � Q� O 61� L p U C � N �-=2 F O.� � O� � p '=' NE"_ O.Cw � 3 U-O ` � C..�'- p0 ' O 11 � C � � C 0.'- N -��U � C O O�'_ �,�.� . .a- o� a� oa�°i `o E u.9m c �-o�°= Eoo o �. a� u u.� a� � Z m� o � c o . -ou`p 'y c ��°c ° Z �4— - � o� ��om°u� � u, a� E _ a�= '" aQ a� 5o ° �-m� � � a� ° c`u`o � � a� c� a� Q� ooT '0`° 2 oao o Eo �� � �� °'-o ooNL a3o � arn_o oa� � � a� x° `o Em � °>� aE"'.°' Q m��a a�� c � p��oa�u °o �� �a` �.� e� �.� � aa, ��� � U `ox� � 000a� �-�ua o °3 z �_ EQ� � o> > � o o— O ue� a'o u °�� a� a� � � o�n a v`ooaa =a o`- -° :� ao — 6 m-o� � � � aoE pcooC� a i � a m m o m s�- o s a >>._ a � c�U °� � N Z ��- �- ; � � 3�� � c� o.� c�.mc oo� oo>� o O ' � ao Z � �Ucm'- c � m_ v.4 0>— c ._ _ c a V a�._aa o c � a �P —° ° ° °o a����5� o U a �OZ—�m � � O � ( I oy N � m I^ o ^a C�_U V N ' �y/�, � � � W �x} a z �� .. V I J O� v�i J V W Q � H W � � � a C I � Q O m Job Tmss Truss Type Q�Y P�Y E61]1816 SPEC � � ORDERS �'987� Job Refere�e o tional 72W s Aug 25 2J11 MiTek Indos�ries,Inc. W eE Oc11213:03:�0 2011 Page 2 NVR Homes,X ID:ZZ6cyVJW Dmk�fo5 W iW7LfjxkwV-27ukhGCSwMW W KP9YmtYrRBaOZCnjh98efgyplPyU9ol NOTES (12-13) 71)'Semi-rigid pitchbreaks wiN fxed heels"Member end f�ty model was used in ihe analysis and design of this truss. 12)Desgns checked for ASCE 7-05 wind al 720 mph,wind reactions x 0.56 wll adjust wind load reaction to a speed of 90 mph(0.69 for 100 mDh and 0.84 for 110 mph).Atl other coefficienLS remain ihe same as shown. 13)SPF No2 and SYP No.3 can be substiluted for SPF Slud Grade matenal(ROOf trusses only). LOAD CASE(S) Standard � . . ,. IIT_6F9ENGMEERIN��� `, t d READ NOTES ONTHIS AND INCL��DED MITEK REFEAEbC£PAGE A9�94]3 6ESOAE USE. �y�� �y qM1}!}tLVG�Verify de¢ign parame ers an � - n omatarsshown.antlislwanlndrvidualbWdingconponent. �' �voFd tor vse oNy witti N�1ek co�nectas.iNS tlesig�iz bosetl onry�po p� I ^ q M�iex nniila�e I A�pGCaoeM oi tles�n porametars a.x'Proper eeor�aalion oi comporiem�o��bbnwra stab9l'tl�nen9 corute�ction a ihe reiporrcibil Msoi iM1e �tw IWeral s�?p�o:mCrtl�al weh mem�ers oNy.Atl3ifioen�amCa�'�bti o:Me b�ldin3 tlevgrw.Fa 9e^���9uEance ragaQn9 e�ec�w. Atltlitiorwl pertnonant bocvrg ol iM1e ovemA Sho[�xe h Rie�e�n A S'�'�QVenry CMeda.DS6-B9 and BCStl Building Componenl 81B SountlsiCe RoaO crD �1 � � � � � N J N �t O m � E o ' �o . o� � �.ai �° � °id y o 0�3 � m . c � n n °' £�m °- �o ° o� r n �' a° a� I � °�� m£ E am. �o = m E ° � » u � � � a° o .� �� � � oo .c I w � °' aDi mc ° °v �'.o u u�o o= ° o o� °.¢ aa� � 'o .o� o ; `o �U � m� u � O �' a� �a- oc°'i £? m° °'�� °>� .°'`o o.° .00 om �s °- os � d � a�� �°.2 p I � 3 � m ',°> �n� -° n c °„ °� nZ o� „v _° c o�5 bo c cpjO ° � a °-�' °. -° � �O C ji, -000 �'>.. o�� �m 2a- �Q aui° ai= �°C� � °� u� °. om � `o b o 0 o a � � — -° O3 co�m oo m a ° o oz dL 2 ° a�2 `o `o`u cm nm `o � �m a� N E � � 3 ° '� p a rno o»� � o.� Do � ¢, � � .o,a� -om oam o� m � c o-d r E d �.°c °;m '� SV 3 0 � O1 m�O�° do ?no � �'�m 3a o`o sO. ���0 00. - O °a °� � �`m j ' `om � ai � o � .o.� .o�-d�u vc t „ a � u�.p �'o �s d� °�o `c � m� �c �� 3 �� u° a��+�o` L� °m (� O 4/ =o - o��u � m c c-o � o... � L.c o o. .o o �. 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LL1� W � h i p� .i6 U � �H h a "��'- ^ ��°`' Ww c r• �b `y p p� a m W= m� W .. 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VO�.O-Qp a U`oo<a � `o° � sco � a m-`a � � p � ma�-a- ua�u� ma�-°�oo�n� Vf z ''� : °_ a� �- °� � o v �'3 0� -° ',�� a ��o � o c o U C��� � p �� I � c, c C9 Qo= S� � c ooNm° m`u F O ao Z ' �Uc � c � id Q �a � �' U � O � �'O'6pc v r •_ Q O OON'> >h0 � � L V GI N m � Z 0.�m�C U FL I I � O N � "'� C� y .. � Q `� � a� b � � Z ad d �-} Y{J Y� P .. � � d O J V � Q J � W� � O� Q W �O N m� � � C Q �m Job Tniss Truss Type ��Y P�Y E6171877 MONO � � ORDERS F1�-98701 Job Reference o tional 7250 s Aug 25 2071 M7ek IndusVies.Inc. Wed Ocl 12 13:03:11 2011 Page 1 NVR Homes,X ID:Zz6cyWtHDmkQfoSWIW7lfjzkwiV-1JR7vzdjhgeN�IIJb3A_M'lauc87�cfouKiNHsyU9ok ]-2-11 10-53 ZZ'�"4 ]-2-11 1-R-9 i-&1 St'ale=L1012 4%6% 5 8.00 12 3zfi G 11 Q 3x6% 1e6 i 3 2 1 � 8 7 �0 6 � 0n8= 9 3xfi= 3xd= 6x6= 3x4 II ]-2-11 14-53 ZZ'�"o ]-R11 ]3-9 1b.1 Plale ORSeIS Y: 1:0-0-7,Ed e p�pTES GRIP LOADING s CSI DEFL in (loc) I/defl Ud MT20 �97��44 (P � SPAGING Z-O-0 Ved LL -0.12 6-7 >999 360 TCLL z3�1 Plates Increase 1.15 TC 0.82 ( � (Ground Snow=30.0) Wmber Increase 1.15 BC 0.51 Ved(TI.) -0.23 6-7 >988 24� 10.0 Hoa TL 0.03 6 nla nla TCDL Rep Stress incr YES WB 0'S4 yyind(LL) 0.12 1-9 >999 240 WeighC 1531b FT=5% BCLL 0� � Code IRC2009lTPI2007 (Matrix) BCDL t0.0 gRAGWG W MeER TOP CHORD Structural wood sheathing direclly applied or 4-5-13 oc pudins, eacept TOP CHORD 2 X 4 SYP No2 end verticals. . BOT CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. W EBS 2 X 4 SPF Stud'EscepP W EBS 1 Row at midpt �6,.2-7,46 5-6:2 X 6 SYP No2.4-6:2 X 45YP No2 MiTek rewmmends thal Sfabllizers and required cross bracing W EDGE be installed during lruss ereclioq in accordance vrith Stabllizer LeR:2 X 6 SYP No2 Installalion uide. REAGTIONS (Ib/size) 1=843/03-8 (min.0-1-8).6=913l03-8 (min.0-1-8) Max Horz t=818(LC B) Maz Upliftl=-55(LC 9),6=-616(LC 9) Max Grav 1=962(LC 13),6=7131(LC 13) FORGES (Ib)-Mawmum Compression/Maximum Tension TOP CHORD 1-2=-1340/Q 23=-780/0.3-4=-542I0, q_»=21510,5-11=-134/180,5�6=-3501214 BOTCHORD 1-9=-659/984.8-9=659/984.7'8='659/984,7�10=-3341549.6-10=-3341549 WEBS 2-9=0/307.4-7=-t24/534.2-7=552/399.4'6=-887/545 .\\"�1'�1!1!lI�111//�J .��\`, CTF',>},i ��j�` JOMT STRESS INDEX \�'�- ,. c O r 1=027.1=0.00.2=0.48,3=0.12..4=0.48.5=0.66.6=02t,7=Q54.8=0.41and9=026 ,` \`� . �� /�% . .�TF,�'•. r� . �' [}-� ' �1'Ci'- U-'i NOTES (11-12) '- �' V � ` 1)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BWL=6.Opsf;h=25ft;Cal.II;6cp B:enclosed;MW FRS(low-rise)gable enC mne and GC1 `_. � . = Eaterior(2)zone;canlilever left and d9hl exposetl;C-0 for members and forces&MW FRS for reactions shown;Wmber DOL=1.60 - ,��.'^, ^I y,JI,,,,L? ': _ plale grip DOL=7.60 � � � � � -+ _ 2)TCIL:ASCE 7-05;P9=30.0 psf(ground snow);Ps=23.1 psf(roof snow);Wlegory II;Ezp B;Partially Exp.:Ct=1.1 = rt+ _ �, ` 3)Roof design snow load has been reduced to account for slope. � ; � � ^� 4)Unbalanced snow loads have been wnsidered for this desi3n. -, r i,� ;�• 5)This Iruss has been designed for basic load com6inations,which include cases with reductions for multiple concurrenl f�ve loads , � �r, ` 6)This Wss has been designed for a 1�.0 psf botlom chord live load nonconcurtenl with any other live loads. + i, 7)'This truss has been designed for a live load of 20.Opst on Ne botlom chord in all areas where a rectan9le 3-&0 tall by 2-0-0 wide ,`_./I� •I,rn. ...� will fl beN+een lhe boriom chord and any other members,with B�c��Pa61e offwithstanding SS lh uplift at joint 1 and 676 Ib uplift at � g)Pmvide mechanical connection(by oNers)of truss to bearing p + joinl6. 9J This Wss is designed in acwrdance wilh the 20091ntemaUOnai Residential Code sections R502.t 7.1 and R802.102 and referenced'"�""-� slandard ANSI/TPI 1. 10)"Semi-ri9id pRchbreaks vdth fixed heels"Member end fxiry model was used in lhe analysis and design of is russ. �� �0�� Continued on page 2 r�� O _ . .. . . . . - .. /LyF-.yENGINEEfl��� i 1lYi��4t A �p,uhqryC.Oerify aesi9n pu�ume<ers¢nd hEM1D NOTSS ONTHIS AND IACLUDED A:ITEA REPLREI�^-E P'�r'8 Mn'��%3 gEro�USE. � 6y u ' Design vafiC for vse onry wiih I+u1ek connecfoa iNS desian u Cmetl only upon Pa�ometers snown.antl u�ar on intlividual building mmponanf. I }IDn OI COT�'JOlRl116 RSpOI15i51T1n'of Suldi(la tl2S9(�N-l�0��SS deSB��'B���ng Sh�OWf1 q MiTek AXlliale ppPGCOb&ly of design parameters and propet'u+caPaa p�ci. �o inMe slahuM OuirS co:utNCibn 5 tlx resW�»I�iry ot tl�e etorloterl�wpp�hotlnCrvitluolwabmemhersoNy./.tldfw^d�empwary � ^ ��prio.�Sa-B9antlB611BU0tlIngComponent BiBSOUntlziEeRoaC . .. __ i w��h.nnno at ttie ovttall shocNre'e ttie�espotdbJiry o(fie boAdn5�p9���9ariera�9����e9Q �� _ ^"o" � � I � - N n � � � � � a o�s � � � � o m �= O m . 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Q n�° O j V V ON OLO N� C p � a `o w � v° ° a m�5-o° o W . _ I I UW N � K1 ❑ Za�°�C�SU � Q . � � �i W Q � N . 7 � ~ � � ? � � N Q � F � �� O� .. 4 Q 4l 4 Z K]N m C Q �O] ; : . ' : E Job 7rLLSS 7mssType ��Y PN E61]i8P MONO � � OR�ERS FA'9870� �ob Reference o cional ]250 s Aug 25 201t MTek IndusWes,Irc. Wed Oc�1213:03:11 2011 Page 2 NVRHomes,X �0'ZZ6oYW�HDmkoto5WtW7Jjzk�++V4JR7vzdjhgeNrSIJ63A M7auc87�douKiNHSyll9ok 11)�esigns checketl for ASCE 7-OS wind at 120 mph,wind reaUions x 0.56 will adjust vrind load reaction to a speed of 90 mOh(0.69 for 700 mph and 0.84 for 110 mph).All other cceffcients remain the same as s6own. 12)SPF No.2 and SYP No.3 can be substituled for SPFStud G2de material(ROOf trusses only). LOAD CASE(S) Standard _ .- • . . . .. . � . . . . . p2�AENGINEEPIN��� � and FLAD NOPES ONTNIS AND fNCLUDED MITEK AEFERENCE PB6E MIF9G>]HCFO.¢E USE. �Jy�1 WpAKN6-Ver(fy tlerign purameicrs �a Y°p°"P t hva tle9 rie�.&acm8 shown W De9gn wfiC fw�se only v+itb MRak connectors.�z���6 Ot compo�nt¢re5po�ui5�i�y5of bviltlha tlesiB�ntl;vidval boil9ng mmPOrieM I q MiTek Atllliple I APPfcaSiTfy ol tlevgn aaror.�elars aM propa " . yocvg to'v�s�re rablry tl�iin9 consir�cfun c t�e resporwbJlity ot ine ' - , a iv bierol suppotf ot���I�reb memDers oNy. AtlWioro��em�wory B18 Sounticqe Roaa n.rnc�a. 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O U O cN N � � N O C� O�C � N � x � o � N `o u�� . c.4 0 � Z.Q u E'- ° °> � ��:or v a� a�.� �°v °_-° 4� ;`u'_ .o 0 0 � E`a a� Z C p�6 L O N�C' O O � � N > N O O �� O C��-LN � L QCin N C N O LA U � 00 O.-" O� C� NO � � O OlE SpUC Cp '^ C.=2 Q c���� °- ° `o � � � ca�- Q°CU, 3uba - ` °'roo a- oaa� oa� oE uoa� ❑ oa-°�' Eoo � . � a� a�.�� � . � � a � � o . `o�`o m-° ° N 4gce � 000 �� „ z . ° a� c°� m °�a � � °� O- a a�i � on Z �,�� `ou° m �� oo;"u ` 0 aQOQ�, o- �ao a Eoa�iL � a� �'-o oo �s a3o � o °� p �� � >-� x° ° Eaai � °h a �".'o� Q � c�°� ��� 3 c�-ao� �p Z �-� � Q� v� � ��� � o � �sa� U `ox� °u o `oom` m� `oa000 a Uoo¢ o 'm i `o—° -o s6o � v �`a� � o ua� a`o u °-�� a� c�� Eom`3 tn z �� �- : a °' ; a� o �av ��3o.c a >.�� 'a °'o � � � oU(�°� a�i � W �- U� 9O= C�� C 6ON O � O I '00 Z � �U � Ol�- mU � Q O. C N Mv o � V v °- �°�.o a�p � V ^ " B `o a`o a�='-_ � E � 9 uaor H � m oZa�mC�=U � I I � O N -� � y .. � Q � �s � x � Z a � p �J- � � 0. . *' �n J V �^' Q 7 � I h . . y � �w � Z mU < �m . � , Q�Y p�Y E61]1078 Truss Tmss Type Job 1 � EA-98"l02 MONO Job Reference o tional ORDERS 7250 s Aug 25 2011 MiTek Industries,lnc. Wed Oc14213'03'tt 2011 Page 1 ID:Zz6cy`N�HDmkQfaSW�W�LljzkwiV-t J R]attljhgeN�jIJb3A_M7�cBhOk9ouKiNHsyU9ok NVR�HOmes,X �gq 5'� . Scale=L29.4 3.4 II z e.00 iz q � � 3 3x6 II 3x4 II S4-0 5 9-0 ' pLATES GRIP C51 DEFL In (loc) IIdeA Ud MT20 1971144 VedILL) -0AS 1-3 >999 360 LOADING(ps� SPAC�NG 2'0-0 TC Ob1 >556 Z4� TCLL 23�� Plateslncrease ���5 gC 028 VeA(TL) -0.12 1-3 Hoa(TL) 0.�� nla n/a (GmundSnovr-30.0) LumberM1naease t.}5 W0 000 `^` 240 WeigM:241b �=5°�° TCDL ��� Rep Stress Incr YES Matrix) �Nlnd(LL) 000 1 BCLL ��� Code IRC2009/iP12007 � BCD� g{tqGING . directl a lied or 5-9-4 oc pudlns, excep[ W MBER TOP GHORD Slmctural wood sheathing Y� PP end vedicals. TpP CHORD 2 X�SYP No? g0T GHORD Ri9id ceilin9 directly applied or 10-0-0 oc bracing, BOT CHORO 2 X 4 SYP No2 MiTek recommends that Siabilizers and required cross bracing WEBS 2X45PFStud 6e installed during Iruss erection,in acwrdance with Stabil'¢er WEDGE Installation uide. Lefl:2 X 4 SPF Slud REAG710NS (I�/size) 1=205I0-3-8 (min.0-1-e).3=205/0-3-8 (min.0-1-8) MaX Hoa 1=223(LC 9) My�Uplifti=-2(LC 9),3=-t67(LC 9) MaX Grav 1438(LC93),3=250�LC t3) TOP CHORID n1-4=�68/12,2-0eS142/91a2-3Ur195l222 n BOT CHORD 1-3=010 JOlNT57RES51NDEX . .��\���'��l?����lj��` �=0.t3,1=0.00,2=0.77and3=009 ':�j.r ��i. NOTES (1 b12) Gat.II;Exp B;endosed;MN1FR5 Qow-rise)qable end zone and C-C \ ��\,'Tr^�.� yl ' t20mph;TC��=6.Opsf;BCDL=6.Opsf;h45ft; `{� .�`c,�. �+ ' 7)Wind:ASCE 7-05; , _ q � _ I ` Exterior(2)ione;cantilever left and ri9ht exposed',C-C for members and forces&MN1E P BfoP�ialry Exph Ct��L���ber DOL=t. . _ ' ' - Plate9�PDOL=1.60 _ ,V ' 2)TCLL:ASCE 7-o5;P9=30.O.psf(9round snow);Ps=23.1 psf(roof snow):Category �i... _ �., 3)Roof design snow load has been reduced to acwune tor slope. ..-_ 4)Unbalanced snow loads have been considered for this design. ; � ' other live loads. _ . .. 5)Thls iruss Fas been desi9ned for basic load combina6si on lhe bottomdcho�rden alltareas wherefa rectatngle36-0 tall hy 2-0 0 wlde f r ,� �� ,_ t 6)This truss has been designed for a 10 0 psf bottom�hord live load nonconcurtent with any _r '� 7)'�This Imss has been designed for a live load of 20.oP p 16 u Ilft atjoint��and 167 Ib uplift af : �� will fit between the boflom chord and any other members. / �� �, Sj Provide mechanical connection(by others)of Wss to bearin9 plate capable of withstandin9 P ` joinl3. V �'`��� 9)Thls Wss Is tles�9ned in accordance with[he 2009 Intemalional Residential Code sections R502.ttA and R802.10.2 and referenced standard ANSI(iPl 1. vrind Feac[ions x 0.56 will adjust wind load reaction lo a speed of 90 mph(0.69 for 10)"Semi-rigid pitchbreaks with fxed heels"Memtier end fxiry model was used in the analysis and design of t is ms . i t)Designs checked for ASCE 7-�5 All other coeffc ents remain the same as shown. ��� � � ���� . 100 mph and 0.84 for 1 t0 mph) 12)�SPF Na2 and SYP No3 can be substiNted for SPF Stutl Grade matedal(ROOf[russes only. LOAD CASE(S) Standard ENGINEEfiIN��� � M1CLU9ED IGIPEA AEF&AENCE PBGE M1'! 3 B FC4E OSE- tl RE9D NOiES Oh TNS ANU L ntl s fo o!'�Odb%tl al b Id I J componenl. 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O � ap � 3°� � ��o.� a�m � � �°U�maai e M�� ca Z .. °U� o�° m� O ; 3 ' Q a° �.o'_o_o= c �- ' I ao` a �� oU �y V W N m � Z� � � �� �I ` " � O N � � O dOm��� Q i � � w X Q y� w .. � � � �`o � � w � �� o� � Q ' = m= _ -' m a z m" _ �'v Job Tmss TmssType Qty Ply E61]1879 ORDERS EA-98703 COMN� � 2 JobReference o tional NVRHomes,% 42WSAUg2520tlMTeklvduslries,lna WedOctt213'93'.t220tt Paget I�:XW YkFk008vICNOb�fCcsszizDd-W?V61eLSZmDZilxtlbPW ZgsrO5b90M7_RwplyU9oj - 11 SO-13 104-8 154-3 20-3-0 411 5-0.13 5611 50.11 5413 5x6 O Scale=1:76.8 4 11 12 iz.00 iz axe ii 3x8\� 3 5 6 2 �� la • � 5xio II io 9 e � s.m II azlz II axa= , Ax1z II Bxe= 50.13 141-8 152-3 20.3-0 � 50.13 5-0,11 50.11 SO-13 Plafe ORsets(XY) �2'Edq 0 0 1� [6Edoe 0-0-1) (8'0-4-00-0�e1 LOADING(ps� SPACING 2-0-0 CSI DEFL in Qoc) lideR Lld PLATES GRIP TCLL »�8 p�ateslncrease t15 TC 0.36 Vert(LL) -ODS 8-10 >999 360 MT20 1W/144 (Ground5now=30.0) Wmberincrease 1:15 BC 062 Vert(TL) -0.15 8d0 >999 240 TCDL 100 RepSUesslncr NO WB 072 Horz(fL) 0.04 6 Na Na BCLL OA ' CodeIRC2009liP120o7 (Matrix) Wind(LL) 0.06 840 >999 240 WeighL2761h FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Slructural wood shea�hing directly appiied or 5-9-13 oc pudins. BOT CHORD 2 X 6 SYP No2 60T CHOR� Rigid ceiling direc�ly applied or 10-0-0 oc bracing. WEBS 2X4SPFStud'ExcepY 4-g;2 X 4 SYP No.3or SPF Na2 ' WEDGE LeR:2 X 6 SYP No2,Right 2 X 6 SYP No2 REACTIONS (Ib/size) 2=4549/0-3-8 (min.0-2-11),6=4486/03-8 (min.0-2-70) Max Horz2=360(LC 6) Max Upliffi=-892(LC 7),6=-845(LC 7) FORCES (Ib)-MaximumCompressioNMaximumTension TOP CHORD 1-2=0/26,2-3=4843/960,3-11=3221(/18,4-71=3078/756,4-t2=-3090/755,5-12=3221(716,5-6=�8481958 BOT CHORD 7-10=-727/3191,940=-727/3191,�8-9=72713191,7-8=-560/3195,6-7=-560/3195 W EBS 3-10=-376/211 B,4$=-916/4727,5-7=38612126,3-8=-1465/463,5-8=-1474/471 JDINT STRE55 INDEX .��\'.���'-'��'"�i/r. 2=0�.69,2=0.00,3=074,4=0.77,5=074,6=0.68,6=0.00,7=031,8=0.57,9=0.47and10=03t ,��: ��U�,r`/j�/' ;;. ., Y° �.. .` �\.•. �Ii NOTES �13-14J ` ^•`- � �1'- ��. t)2-pty Wss to be connected together with 10d(0.720'x3")nails as follows: =�ti=���,`%�t-'�'F'�4"• C�, % Top chords connected as follows:2 X 4-t row al 0-9-0 oc ` _ - a �^ �:� % Bottom chords connected as follows:2 X 6-2 rovrs a10-9-0 ce. _ �- ` e _ Webs connected as follows:2 X 4-1 row at 0-9-0 oa . - 2)All loads are consideretl equally applied to all plies,excep�if noted as front(F)or back(e)face in Ihe LOAD CASE(5)section.Ply to , i � ` - ply connections have been provided to i]islribute only loads noted as(F)or(B),unless olherwise indicated. .. '�� i � � i � 3)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MVJFRS Qow-rise);cantilever left and ngh[ � 7`t. ,� , exposed;Lumber DOL=1.60 plate gnp DOL=1.60 �' , � `�C� 4)TCLL ASCE 7-05;Pg=30.0 psf(gmund snow);Ps=17.8psf(roof snowj;Category�I;�.Exp B;Padialty Exp.;Ct=1.1 --:_% "' - �t � 5)Roof design snow load has been reduced to acwunt for siope. �' `\ 6)Un6alanced snow loads have been.considered for this design�, �"/';,r���, 7)This truss has been designed for greaterof min roof live load of 72Apsf or 1.00 limes flat roof load of 23.1 psf onoverhangs f nonconcurtent with other Ilve loads. � 8)This huss has been designed for a 10.0 psf bottom�chord live load nonconcuRent with any other live ioads. � g)'This[russ has been designed for aJive load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi9 ft between the bottom chord and any other members. 10)Provide mechanical connection.(by others)of Wss to bearing plate capable of withstanding 6921b uplift atjoint 2 and 84516 upliR at ConIPiO�$onpage2 ��Q Q � 'ZUt'� . _ . �. _. . . . _. . .. . � WM.NLNG-Ve Jydesignp¢r¢ L andFEADNO ESONT:35AN➢LfCL[ID DICI hR=FERENCF.P.SG£MII%51 8 "OF�USE IF'*'IENGINEEPIN��� HYH De 3 o���d Yor vse onh�1�M1ek c n ctors 1`ia d an u basetl onry pon pa a elers hown a�tl o ior an'nd v tloal bo Itl �compo�eni Applcobtliryof�e gnpommetersandproperinmP NonofCOmponenirs eponsbtlityo(�vidingdesigne� noth�ssdevg e��Brocn3ihown � pMiTekFlXihate is tor loferal zuppod otindrdduol weD members only. Ad�hionaHempoeary bro.-ng tolnrvre atob'MSypuM1ng wmteochon s the�espvmtnNry ot ttre erecbc Atld'Aional perznanent bmdng of iM1e werall sfrvcNre is the responsibliN o(fhe boilding Aesignec ror aeneral auidance regartllrg i�bncofion,qodi�y mnhol,#oroge,tlellvery,etecfion o0d Dmcing.:ortsvl� ANSI/IPII Qualily Cdterio,DSB-89 antl BCSII Builtlin9 Componenf B18 Sountlside RoaO Salefy Informafion a�ailabie from ivzs Plate InsHMe,IBi'N.Lee Sh¢e1,5ufie 311.Nexandria.VA 12314. _ Etlent�n,NC�1932 I �rs , 41 � � � � � w ; �t v �� � ar _ > � � � o ma � o 03 � m `o „o � .� � m � m Y:„ o o '�� s a „ a N -a m � p . E o m . m c � ` -o � � o� � �o 0 o a _ @ m c .c O)N N N C C � C O 0 Y E O .�.. U C C D d�C � C U C O O � � m m 5�E a `o � � � � � � `o a u m . ° � � m ° R .c a U 3 ° 3 � +F+� � �- c � : o o a� n c E= H -> � ? c ' � � � a��i� ma ° o-o a�io a o�° n� o� �p� on � E -or °- �s a � � m„ n°-' o � a oa: = o s > m mm >� °-�' OU .`ow �om � m oc � mo o a ° o-u ��° `o yyI i „� t c� �t_ � � � �� � n`m� or� o.o c =�a a¢ ° ° c.? :o(jc ° ° u- a o� a� o`. `o o`o °c a � � •� ° 3 �o�� m °oo a`o 2-� ° �< .n 3 j � am °u-°m o� a'm � . o"o s E c ��mai m�d m �A� � e °c'O �m�oo-�o m�a�i �� =' m � °a 30` �� £ n �o� `o_ o: L `o o`�' o..o `o E.� a 2 °j �� `uo /W� 3 0 4.� a� mo �o �aa o t im mo ��,. �.`c °°o � � d� ��O m` 3 �c °u m�o � � �°,m h.e � � '- � J �U� LO OO� L 0-Q.� JC OP O"O � ja .�__ � O �D O'O� h ~ � N NN� OO OU Q.� � ox Ec9--O a" m'um � on °-' mm �'m �° oo ° �iE � � �o �'d °c oc �o gL� °.o.- �-o � �+- O � o memL mm� �Qa�� � mm `o ? � mx °� � o;�O "'g mu �`o `o0 7 °_° ° � �'m am°� �C3 p � o a u � ��, x o � .� o o c m a:` a a7-a �m v c s � 0 5� -o m m c u � 2 °rn a� a`+ � Dc o� "_a- a .� n-o u_ u�o c Em o�� � `o_ c m E m `�u m n� > oo a�r ���v +m � ow _ u or °_ � � �o rn m a u n�y a rns E m o_°- o�m � c ��3 9 o n � o � °-':� �c. o�� � o,o 0 0� 3 a A �a � �oo_ ry _ oc mu v�- o �- o ^ m= P E u u u � b o � m a,= j � z mo oa�= 5 o� u "m � � ° c.a� o °.o oa Eom o.o m c n �.�.p .��..o . Q-o i- 3Es z�� a`oo U doP as �„ > > V �u �� � = a oa mo 0 oa � c u� � c mz U � o � m a r a� o a � Q vi b ° � n v ^ ,o m o N _ _ 080HJ d01 � m s <" sv� � � w N `c w m ;° �,y � Y� � � „m V� „ M � Os s v �` CO M 9{M � UQ � � _ w � .,_. �_ �� -, � �o �Z 4 a v � _ �, �o v � _ °' � '' Q � � � � 36 � f�5 u � Owa uAe a rn `L �g�y �@�a � = u � �� m � m Q =" � [� I� o f1�{�9�7.s�811�,�9� rc> x a 2 Q v o �["�.1 . �\AO � E p 3 U ' jz o > ,�Q � n u= E`w � � � z� � �� � O � aW�` � �� N p Q JF � a w�o w �� rn L'ZM a �.. � S ny, U O ^ H N N Q l�^�YJ �� Iftl w W �8 2 N K.yl W N W (h M b� > d � � � R �iF yw 0 .i YJNP ����� � � ~ ,�� U U' w Or o a ��wM a w `� r' s� w T Z'� V Z Y � u rcr H� i- N ,�T' y �s �or wz V �' =��m d�. .- �w rcm � w �PVO c� a-i� m ZOJ O� O U r�°�� Od'OH�d01 �¢� uz d U wrnzrn — — � m � > L ? OL.0 � � . p ��00 � .0 � . �U O �.x, N O O- N� � �� p.L]C j �Y pl � N N C f`\! O U'�� . c.0 `p N Z'.O U O C o � a a`oo� 3 � 6 0 � E-oa� . � �a� m mo � o oNo � > m o0 oco C "' O� s�n Y. N C.�n N C U 6 � C-6'TLN Ol � QNO �� Lp001 O � �-2d o "o.��`o°� oo °�� `� `^ mE oc;r, 3uao � c ''o`o F' ��'O C.L1� - O C ' � C O.'Q N ��U C- C N 6�.V N`-N . � OVNO.N OE UON C ��-06 � OO. O ' C4 U�-606 �� � ud �� � N E N� v' � U Q 61 N � O � �.�'i.Q �.0 O N �U O��n U ] u C � Q TN� . �aUU � � � CV �1`- � a°' oo°� �`o� � o`oo a � oa�is � �.ca�� oo �� a3o �.6 �� p o��, a?� �„ Q o+ 'oa��� Q a � a� �— 3 �a ��� o � � � � T� x° o E m � > � � � � v °�'� .�a a�� o � .ai�' o °o.� a ° �a� ma_o �a� a� �` c a � �t� m `ox�.� oa. uo 0 3 � �".Ea� o -a � o-c � � ���°� � u� aa ua`uE occoom`_o a UOOQO ' �.QN � ` � �Oal L' OL � TJC �0 � 6 � C6VUo$ � t� z ��- i�f- « y � � 3.�.� C9 5� o- �-� c o o� m o o�u 0 � � � ca U ° o�.maaoc � Q ;,s o ° Q -°o `o`a a��5 S� o U ^ �p o � C cZd.�°'(� CU � Q i u N w �j.` °° I^ a� J � O � � J �/ j/� � � � �� � X a Z �a ' . � r ¢ � � , . � �, � - _ �= � � �� � d � a � a � ea om ; ; ptY Pty E61710P9 TN55 TNSSTyPE Job q E4-98703 COMN � ` Job Reference o tional � Wetl Oa 12 13:03:12 2011 Page 2 ORDEftS 7250 s Au9 25 2011 MiTek Induslries, NVR Homes,X ID:XWVkFk008vlCtuobDfCcssziz�d-W7V61eL5zmDZilxtlbPWZ9srO5b90Ax7_ftwP�Y�9�1 NOTES (13-14) 11)This lruss is designed in accordance with the 20091ntemational Residenlial Code seciions R502.71.t and R802.102 and referenced standard ANSIlT . t2)Girder carties tie-in span(s):22-i-4 6om 0-0-0 Io 20-3-0 13)Designs checked for ASCE 7-05 wind at 120 mph,wind reactions x 0.56 will adjusl wind load reaction to a speed of 90 mDh(0.69 for 100 mph and 0.84 for 110 mph).A other coe�cients remain the same as shown. �4)SPP No2 and SYP No.3 can be substituted for SPF Slud Grade material(Roof Wsses only). LOAD CASE(5)Standard 1)Snow Wmber Increase=1.15,Plate Increase=1.15 Uniforcn�oads(p�D VeA:2-6=394(8=374),1-4=-56,4-6='b6 , ... . . . . . � . . �ENG�NCERIN��� . A WARMNG�Vertfy desig�P��°^'�i�°�d A�D M1TE5ONTY.I5.4ND INCLVDHL N.ITEA R£FEREHC£PAGS ILII i<i 3 3EFORE PSE. � - I . ._..._ � eR 6��Onh'u[lOf�C60T91B1 SIO�.O�d 6 fC!����ss d2L9n2fC&=13 S�IO�T I A MiTek Pfl111a1a pe��valitl(w vse on7'�^rr'�`'��ek come�tors��r�on oi com�mnt¢resporubSry o:b 1d��9 tlesi9 /+oolicobiliy oi de5�g�Po�ame�ers onC pmP�'�nnN.Atldifiorv���emPOrory b�oCin6�o Insvre#ob„iP���n9���NOO 9�do�cesr Oo d n�o'me R18 SounCSitle RoaE ----__ . � — � � O � d � °' = ; � 0. o`." `o � E o� o �'.� � m . Eo � , �o ° `m d� �r� c �� v` o` 0 3 � mN Ns� C � �O N -O 1) D � .c O O QUO L N � v✓�i C n E �O �n D � L � N j O m n � C � �O 4.C � `a � J � C L '+f��4 7 �m a� o� �� n'3 u u�� o._ `oa ao og Ec °' D = � > r a �U 3-p° .; _ v IO` � „o. oo'= s o �t °1 �c,_ aa °-' ° o � °o o� -°t °- ot a m � m„ �? o N v ? � � �v2 019 OQ � 00� �in p� C� . f� aC ` ��. � o �o � 3�- °¢ °o �> vm �Q e�t � o'� n n ° °-u �n `o — p` o w-° c°'o `om Q'a o� 2�� „.c m- oi� v�c oa� u . a �° °' m `o `o p° om u V O a mp .m�v `m ° � a`o r o „°¢ �3 „ v a� Z o `o`u �Oa' a= ° a � a� `m � EE �'; o y„ (� C .�� d� o p c Q �. � p m o > _a o v � u o a� o� m �c £ � . ^, O a� �� `oc .°'a 2aZi=' -°' oyD 3o E E ta o�D `oQ _o toa �w m � � E mu m m C' w 3 � n`� ���o wo � no ram �u tio a om o0 0` E � �, � n� am � ��7� o d �a ' �o° �o `ood .o �-jO �c oa p� 2D_°o wE na � o ��.� o �c � v�o ` ' �� V1 'LL � ox EobD �oo m"� m � o °�' °�' mm �'m =P c=o o`.� o 'a �y vc � mc°i a�i a�°� m°n � o ou` (� o '"° o'am° �m a^' e� `m Ev EE � u � °`' �O� .vm ^� 'a m °c oc v -sv `o_`m Er � � � � ° o�o'�" xo u°�'� .o odo �`o_ .cw $m o,2� � o �� E � pu o o `oo � ��� mo � a arn �d>u� m`Y �o,r E moo o.c oo �A ��a� a� � a� -a� Uo o `o.o a �a�ia, av.v �O � � £ �o `:o o a > o >._ o �...o .m m c r�3 �a� a y �m r o� �.N �� u o a m F v o?� o_ � � Q.=� �- 3E� z� a�oa i� a�o_ o� �� � � tjwo `o-o cow no -° ru c �n o °.°�a�i m°-= m� u a.5 3� a o ¢ `o 0 02 v ' o' > o ° ' " _� ❑ � N n v h �° ^ m a O - N � m0 U � o = � Gid tt Or �Q __�.�_�� ^ - � � Cl _ _ v _ O —�� aaoH�doi i: c so� in ODi G � � a w N �� v � x v c.^j '.°y u 3 ^a c ° uw � W � � � .` � M 9tM �� Z t ^� KA. c- �o U Q O � n �LL � � C � O � w= Z Q � � �� n N Q � y�q� � p � �3 U � �S p O t7 � � � � 7j � w � c� �n � �r- r� m m � � a C A N � p w U �� W Q v o o �m N . � 3 '°a '' ���� � � � ° � Z� W o h� M � ��iI � W���v � � O �-ZM � J F z Q ��o W � .a�r p w ` rc U '- ^ in a 2 0. � �i rn � � � m m WN WN � „ �^ b �1� p_ _C .� O �� g o MnN'° a� 3� � � � �� V W F �W p � �P W N Q �'� O I � u i z� U o_ w c�i M � �� aN � m cZ _ �a.,z°� o� U � ��n�m Y 8'IJ �-7� zm � uNj MP�p � DYOHJd01 � ��"' �� O V �M�_ � 0�� s� � w a Uz d U wmZm __ a L � � � OLC „x� �~ �� U m O N � p n.1� aCO � Cj . p^ C � i< N � C N OU.h OC4 �4CJ � j O � ��:as o � �� ry QD o N 3 0 0 � Z.:o � �� �Q o� O C-OCLO o:� �� Y a� c�� o o uo 0 o c Eaa� �'_` � � s °' c„ N � � m m o0 0 �.-. " °_oc�°` o o' �`o �. °-�' o o�E °' � ° m �U co ° � o � a� oaai - `oc � � � a.�_ oc;r, �3 �a�� o � m�?a Z a �� `o E u.oa� c o -oa� 9�u _ � o a c�. 00 m � o` o a�`o ' �°-o o E o o` c .. a� ��`��a�.._.� � a a� E �� � � m v � °' c �o- °- Sc� _ 000a� m � p °-o �o > 'o� 2 oa °- a °' Nc° o- OZ ',�� �ou_om �" o°m" y� � o �� ��� x° `o E-o� 'a� -e °'"`o> ¢ a��� oo �L n3o� oma Z a�� En-o oa� � y.� c 'oy � E � U � - .o �� � 3 �� ooaco a U`oo¢ a =� oo -o � o-� _ P .`s`o� � o�� u 000a� .m� oaaoo � 2 �_ � LLae� � � o � y °' o� m � � aa � °u9 a� a� ° E ° 3 ; � o �I�- . � v � ��3_°w � a >.�.5 b °o � oc � o�j°'-o o .Q °` -`=m ��U «� a� a ;,�., � a Z � . °Uco'° m� U ^ g ' Q oo � aiaa�oc � a L- � v N � m cZa�m(jcU , � r � � ° a �n .� � o a � � i W X a Z y .. � or � � � a '" a �f- Q Q �a °�m._ �1 � V N m N m � F �U �Qy Truss T�uss Type �ty P�Y E61]1880 ORDERS EA-9870A COMN � � Jo�Refererrz o �ional NVR Homes,X 'l250 s Aug 25 2011 MiTek InOus�nes,Inc. Wetl Oct 1213:03:13 20'11 Page 1 ID:Zz6cyW WDmk�(aSWIW7 I�zkwN-zhZUe@DHu48sOR06e3nC21POmT95LeBTMkyU9oi il 44143 141-B 1533 20.30 1-2- 11 4-11-13 5141 51-11 44143 11 . Sale=1133 4s6 O 5 15 16 12.00 12 3xC\� 3xd// 6 4 4x<�/ 4zd\� 4x4// ] <xd\� 3 Z e o . � ' 9 �o Sxl II �� �Z tp �3 14 5x] II 6x8= 104-8 20.30 104-8 10.1-8 Plate Oftsets(X Y): 2:0.2-12 0-0.3 8:0-4-17 0-03 LOADING(psQ SPACIN6 2-0-0 C51 DEFL in (loc) I/defl 1Jd PLATES GRIP TCLL »�8 Plates Increase 1.15 TC 0.31 Vert(LL) -0.14 840 >988 360 MT20 197/144 (Ground5novr-30.0) Wmberincrease 1.15 BC 0.61 Ve�(TL) -0.33 8-10 >730 240 TCDL ���� Rep Slress Incr YES WB �.74 Hoa(TL) 0.02 8 n/a n/a BCLL ��� � Code IRC2009/�PI2007 (Matrix) Wind(LL) 0.03 2-10 >999 240 Weighf:1261b FT=S% BWL 10.0 W MBER BRACING ' TOP CHORD 2 X 4 SYP No2 TOP CHORD Structural wood shea�hing directly applied or fi-0-0 oc pudins. 60T CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling dircctly applied or 10-0-0 oc braang. W EBS 2 X 4 SPF S�ud'ExcepP MiTek recommends thal Slabilizers and required cross bracing 5-10:2 X 4 SYP No.3 or SPF No2 be installed during tmss erection,in accordance with�5�abilizer SLIDER LeR 2 X 6 SYP No2 3-6-12,Righi 2 X 6 SYP No.2 3-6-12 Installation uide. REACTIONS Qblsize) 2=8t0/0-3-8 (min�.0-1-8),8=810/03-8 (min.04-8) Max Horz2=-442(LC 7) Max Uplifl2=286(LC 9),8=-286(LC 10) Max Grav2=817(LC 2),8=817(LC 2) FORCES (Ib)-MaximumCompression/Ma�timumTension TOP GHORD b2=0l22,23=-830/344,3-4=-737J370,4-�5=-654/398,545=-5571419,5-16=-557/479,6d6=-654I398,6-7=-73?J370, 7-8=-830/344.8-9=0122 BOT CHORD 2-N=-259/527.1142=-259/527,10-12=259/527.10-13=-941527.13-14=-94/527.8-14=94/527 W EBS 4-10=-2241376,5-10=369/564,640=-224/376 . .,.\�`,� ,�i!illlp��� /i JOINTSTRESSINDEX 2=0.93,2=024,2=024,3=0.00,4=026,5=0.40,6=026,7=0.00,8=0.93,8=024,8=024and10=0.71 `,;� T S��r<��jJ J' },'' �••'�q •c'i•,`•�.� /� NOTES (1243) . . l�"�•, • i:s ' ��r' -. 1)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B:enclosed;MW FRS Qow-rise)gable end zone and C-C.�' �_ .�,�.� -�� - .�� � EAerior(2)zone;cantilever ieft and nghl ezposed;FC for me:nbers and forces&MW FRS for reactions shown;Wmber DOL=1.60 - n 6 _ plate9npDOL=1.60 ';f:.�.?G!;;'.���� • „' ' 2)TCLL:ASCE 7-05;Pg=30.0 psf(9mund snow);Ps=17.8 psf(roof snow);Calegory II;Fxp B;Partially 6cp.;C�=1.1 _ • �`!C. ` _ : t� _ 3)Roof design snow load has been�reduced to account for slope. �� � �� .: ;�; ` 4)Unbalanced snow loads have been considered for this desiga - f�P�_+ r� :_ 5)This truss has been designed for 9reater of min roof live load of 12.0 psf or 1.00 times Bat roof load of 23.1 psf on overhangs ��_, '�� '_)1 j_�,,_. �,:. \. nontoncunent with olher live loads. ' - - 6)This Wss has been designed for hasic load com6inations,which include cases with retluctions for mWtipie concurrent live loads. '�%i. '' , 7)This truss has been designed for a 10.0 psf bottom choM live load nonconcurtent vrith any other live loads. '.';_r�.��� 8)'This truss has been designed for a live load of 20.Opsf on ihe bottom chord in all areas where a rectangle 3-6-0 tall 6y 2-0-0 wide will fl behveen the bottom chord and any other mem0ers,with BCDL=10.Opsf. 9)Pmvide mechanical connection(by others)of Wss to bearing plate capable of withstanding 28616 upliff at joint 2 and 286Ib.u�5li�ali_,� joint B. 10)This truss is designed in accoNance with the 2009 Inlemational Resitlential Cotle sections R502.11.1 and R802.702 and referenced standard ANSI(fPl 7. q (�4q Odd�i�y-���cpDreaks wiV�fixed heels'Member end fwty model was used in ihe analysis antl design of Nis Wss. FECt O !.. 2U i[.. � � ENGINEERINQBT � 0.'ARMNG�VenJy duiyn yaramnars un6 REA➢1lOTES ON]'HIS AND fNCLUOED YfITiK R:FEP.ENCS PAGE N.44 i 003 B.°.FORE[le'E. ����� peya�vo4d for�sa onN"+�h'/uTek connect�a ltia tleapn e baseC oNy�P«i Porome�ers sMwn.anC u fw an iridrvid�al WBYug conWment. qppllcahliry ot tlesgn pommelers aM proper IzaPorafion ot componenYS rezpor�zib'wry ot hinlan8 tlesipr�er-rwi vos tlesgner.&acvg shown is ior Iaferol svppotl ot intlivitlual web members oNy.Atltlitiorwl fenpomry bracing io ir�sure sfobfiry dunng conshuciion'o the respomi�liry of Me � n MiTek nnilla�e erecfa. AtltlPoOnol per.noneM brocing of the wemll svucWra u�be responsibiGry ol the b lding designec Fw garieral gudonre r9egortll�ng g�8 Sountlside RoaE IaSncafi�e.qoafhconhol.storoge.deWery.erecfionantlbraang.mmult AN51/fPll�uotilyCrilede,�SB-B9antlBC311luYtlin Com nent EEenlon,NCP932 .�_..�_•�...w... �..a..w hnm Tn2t Plofe IMiMe.J81 N.lee Streel:5vile 312 Nexo:W:io.VA 2"i?Il '_'__ � N � a � � E � " � � �_ e o� o °'a o a; O m �E o m . m°c � �o a n o� 5 ar °- �o ° °'o `o ° � d?� �O c r �y d�m i�s< < � � o � m E o� .� u �� � cai °� 5 0 C �Ye A N C.�E �O '�^ _O N t C U � U O -O�U N . � -O ._ N O L L O � E p S �f, Ny �pe j vm mo° 3d °jO o ° O aa 2-O �`o oa � E os $ �c��i :5 � -o v'_ o � o V a '�' �Q °o� „o ow � oo= n� �� �k ° m o� ° o E m° p a ° a°' Da � (n U •� ' `� �`m> mn co �o �aC °¢ vo ��> °fo�j � om �� n �o= m `o a o`o ° OC' o �y a — ^ a m-Opc-p -od O1¢ o ? cZ t +o . o ���� vm m_`m `o � � m `m � EE � � � L V L °'° .m�oa �Q �Zv Q, °�'o� '°o �EE D°��' o °� oo. �� �a �°-�� a� � � Ea�' -o� � �1� p �a�m -o�o�� . � � v� = oua 3 � �a `��o 0 om o0 o E � �, � � � � � uo W .3 � a� �`d,°u �o"O rnn � u�o °1 ° °'o�. °�O'o '°�o° wE no �o� ��� 0 2= ° �£� s � °�m � O � �D � a'`n `o ood p °��'�� �c m� �`o o`o °E „y nm dc o vm > �'r� `om E> � � ox mo�a �o w �a� r o.o � a� � � � � �`om N _ �`o �m c oc �o - a� :_ � � � oo un�s Ko °v°' �° oaio 'o cd n�' 02'0 ��o` m� Da o0 0 °o -O a�ioom am°' �O � O ` Q� C E D"' O� x �-D'� D j C _ j_ � y N C U � � _`oc yo� mE m�v m n� o � > oo mc ��„� °d °-v `orn °= u uo c Em a2� o_ A �� O -am � d>.o � � �Orno E �oo rnm �_ �; F °� � o a�'._ �_ p � � ° ° _° o°u � a� c� � �o �aoo mo om- � ocu mm co .c „ o °'o `ob Eoa�i ao � _ � 6. o � ->°-' >-oo °-'- E��',�� O � Q�o �- 3Es z„ ��oo U a�o a� �� » U�'u a� � 5 n on �° o` U o0 5 � mn � o� oa !L G� eV �'I < h N P � _ � � � h �O t� N P O aaoH�doi � v L � S'6J h L C N 41 N � OF v X CJ (�� '�I U y t- i K . N I W � � �r Z L O ` O M 9KM � V� m n � �� QLL O K Uy �c o �= W ¢ � � o � Wp � m I�� N � "' ^ �n -�w m V N N � t ~' �3 � �ii u� p�x p o M �C f �n � O � � W r = P P C � B�/ O �■ �� U P"' N� °� O m¢ Z Q V O O � 7 a/q� prlp'�II�.. d l�v. E � 3 U =2 0 � NQ � N R�iH�OF N ���1. �/ �� -O K � Z� w � K� � � � pw �� � NO LyM � ^ �f, Q 6 WP W Fi� � �.�.d �n N , 1� �� p i� U O �,n m a �n-_�o �. � W w `w � d m wj � w N chc?v�oi,� ;��� � rt�'+ � W W ae ?i w O � �o P 0 � . y„ �'o . �- r �� u u= Z� � Oa wriu'r�j a�� W ``�y u . sr Q� r N .cZ� y a�.. ^ Qo � U � -in�m v ��� °�m �p w °'a�o � e�i� � z�w �� O U ��w- O?IOHJd01 �¢� uz i U wo�.za � m >. s J ��C O . N c� O �O � m j 6�U � � O � J in O C.fl a.0 C J N ` � � � � � � N C f\V p U�C � O p N Z.p U �w O C C ��s O � � O � a��O O U O N � N � `p O �-O� � Z �-OCSU`� �a L� y � p_�'^ L„ �C NCO�O� CU �=a O �°oc�°� oo °�o � � � E° o �w 3 °ua� � � m�oo Q "� � a o c f �c a�a� .o'u �- � a°� `o.�`���•- a� � . � o�- � oa� `o E oo� c 9-o Eo `o � � o ' � o a o � � Z �a � s � o . a� a '� ��o �9- ' ` � o No� w N � N� "' C m p w � N O p 2 , �p U o 'U` u O m` p; O � C.� � , �c�=a ` d U O_ Q ?� U U U � � G U �� � QooQ�: o» �`c5 0 � � ms � �� �' o oo �s a3o � oo�a Q a�� c �,-' x° ° �au °� -° �" a' ¢ ��� °� �� � 3 c �, DOavo c � �Q � � � T.� a� 'ow "' � CJ � O ooa� °_�� o �-�oo ° z -a _ c � �roa� `ox5u p uo 0 3 t!i Z UooQO �°- �- �aa�°i � a° 'oa �30= o :�Taa -o �o� � � °U�°�� ^ i . y U� 90:� ��� C OON O ,p1 � O 'O O Z �ri C U C �� �N V Q : Q Oj U � � �ma��� c � O ^ '- Q ^ D 6 O N'���H O � O VO W m �J \ CZC�m(� CU . � �_ i I o v � � ,, ; o G �+ � U� � ' � `� X a ��i � i �= .. � Q a o a � .. v � ` d o,= a °' � -a+ m c Z m U - Q �m ory Pry eei��sao Job Truss TvssType i Ep,-98104 COMN � JobReterence o tional ORDERS 7.p50sAUg2520�1MTekIMusVies,lix.WeCOCt121303:1320t1 Page2 NVR Nomes,X ID:ZZ6ryW�HOmkOfoSW�W�LljzkwiV-rhZlJefzDHu4Bst7RO6e3nG21PozuT95LeBTMkyU9d 12)Designs checked for ASCE 7-OS wind at 120 mph,wlnd reacLOns x 0.56 will adjust wind load reaciion to a speed of 90 mph(0.69 for t00 mph and 0.84 for 110 mph).All oNer coeffwiencs remain the same as shown. 13)SPF No.2 and SYP No.3 can be su6stiNted for SPF Stud Grade material(Rooi trusses only). LOAD CASE(5) Standard . - � � � NGINEEPING BY�� d READNOTES ON?ffi5 AN0INCLL'D�P ffiTEX PsFERENL_PAGE ffi1'0<i3 BEfO.ZE��=� A WAF[MNG��eNY aesign peramemrs un pmeters shoM'��antl�5 foranlndlvitloal bviltlin9�omponen�. � 's bssetl onlY��^eor e�.not miss de9g�c 2mang shoV+n ����k nhiliaie p¢van�afd for usC oNy wiTh h�Tek corv�ectors.i:ut tle%o �comx�eM s sJO^y��h o1 budtlrtmg tlesig� �� p��h¢ I . _- ..^ �ame�ers o�tl IXo������ Mocin910 vu'.ne 51abTiry dunnB co�utt�cfion's Me reWaW � ___" qaplicabliN of tle9B�Po ..,.nnlintliaidoalwebmembersoNy: AtlddnnYlampwaY a monslbliN ol t�e boilding tlesi�nec For 9eneral9��anw rapa _ _ ._ . .c _. .. ._ ....e ..,.naC511 Bdldn9�omponent Bt85ouMsitleROatl � - N � � �. � � � _ � � a LL �o �, � s � o �t � � � m . 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Q --�__ "- '" - ?' ^ d n abOH�d01 L �T S�v� v> y � y � N O d � y p �� n,� u V Q a. �� � r N .` � (7 9-[M �= Z L ^� C'� b V Q O � �\ �O`� �F Q 'd-. n /°� m � 2 Q � P/� � C m wO T � .. �o � 3 u� "' . m Q cQy � � u�i � CO� N O `L'h W P p� � � F m � � N N m = mQ � B � �q U � � � C ��:. :o � 3 � _? o > cavQ ° °o $�7� �/�� zm�m u c� O 2 z O `n� '� �`! �BW.16 W Wue�� °' � � = cz,,� O �F � � ��o � Op @--- a aP.�<� a � � Qy < i Na ^ �, q� ��- rn � °�, O m °� "'� w vi w .. c��i c�.o�O . t�l W w C � `r �- n Z� 3w � � ,oha 3� m -o ] U C�W oW O p �P� O II� C u � x a� U a wri"'� n �O1 J � w et,. QOF N¢ U � �v��� Y ^ BIJ � a�W gyW � W �Pa� � ObOH�d01 oaF �= O U �o�� g . i - wazo. -___�� —_ a s � � � OLS � NO -O� U m O � N � p N 6 C O � S� p�U C � x N .0 f`\! O U- O C� �p�C j � p � Z ' ��°£ ° °' °'� N a'oow �OO � Z.° � ��. �o> � `c-o�,.� a� °a LO m ��� o �`uo 0 0 � ��� � Y + N �N � N � N >� O O �-O N �' �O.E�� 00 �O r�. �'Np ��� NC6m �U � O � � oaa� oa-°i `oE °vo � � � a;om �°_�u' 3 �-° `0 � ? c°�'' o W °' � ° mE `c ° -°u`o c g�-oo Eoo` o- � � `o,._���o� . � a� �.� � � � a c � �.n`- - � �_° �aoo �� � O ° `o.°° a `o ; ` oa` Q a E � � °- O �.��= `oo.4m uom�� � p �� � Q� �oo �a° •o,� � °�;w �_ �.� a� � oo�r a3o� a °:- Z ��' � Q'o am a� >.� � oa � E ,� m Q �.S=o a�= c3 c-°aoa�o a U`oo¢ `o °,� � ooa � QC „ Q :=LO� � o`x� o o `ooa� o�� o` na � o � �- ,V- • Qm : � � ° � �3�� -' a�a� a °�-�o� om� o °oma �, . P O � j0 Z C90� C � NC OOOm� �U Q � � ? .. �U c � � c N U ,.,, o Q v o � o>�a�o � � ° ° u+ � v° ° o °'�S�5'- o � - o N N � m � Z a o m� �U a- y - I � O in �/ � Vr O Q 1 d 3 W ^ Q y .. d 2 r a c," W y� �d P . 1� 1 V Q a � \ �- J W V � m H tl � � Q Om I ,Y�C Truss Trvss Type Qly Ply • E61]1882 ORDERS EA-98706 COMN 1 'I Job Referenre(optionalj NVR Homes,X 7.250 5 Aug 25 2011 MTek Intluslries,Ina Wed Oci 1213:W:15 2011 Page 1 . ID:Zz6tyJJ�HDmkofoSW tW 7LijzkvnY-w4hdkKgElu8o0A0WYR868qN6D5xMK70pygaQdyl/9og - 11-0 5115 169-12 163-9 21-]-B 2-6 2 0.11-0 S}�5 SS13 SS13 S&15 0.11- 4x6 O Swk=1:]].B 5 15 16 12.00 12 3xd\� 3x4// Q fi axa�i 4.d O nxa/i g ] <nd O �q 2 d � 8 0 y 9 I� �� 0 6x8 II �� 1z f0 13 14 6x8 II o 6xe= � 10.9-12 21-]-8 16942 10-31P LOA�ING(ps� SPACING 2-0-0 C51 DEFL in (loc) 1/defl L/d PLATES GRIP TCLL »�8 plates Increase L15 TC 0.36 Vert(LL) -020 840 >999 360 MT20 197/144 (GroundSnovr-30.0) Lumberincrease 1.15 BC 0.71 Vert(TL) -0.45 840 >573 240 TCDL 10.0 kep5tresslna YES WB 0.90 Horz(fL) 0.02 8 Na Na BCLL 0.0 ' CodeIRC2009/TPI2007 (Malrix) Wind(LL) 0.04 2-10 >999 240 Weigh�:13416 FT=S% 6CDL 10.0 LUMBER BRACING TO?CHORD 2 X 4 SYP No2 TOP CHORD SWCtural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHGRD 2 X 4 SYP No2 ' 00T�CHORD Rigid ceiling direc�ly applied or 10-0-0 oc bracing. W EBS 2 X 4 SPF SWd'ExcepP M7ek recommends lha�Stabilizers and required cross bracing 5-10:2 X 4 SYP Nu.3 or SPF No2 �instailed dunng truss ereclion,in accortlance with Stabilirer SLIDER Left 2 X 6 SYP No2 3-9-11,Right 2 X 6 SYP Na2 3-9-17 Installalion nuide. REAGTIONS (Iblsize) 2=876/0-3$ (min.0-1-8),8=876/03-8 (mia 0-1-8) Max Herz 2=4"/7(LC 8) Max Upliffi=-301(LC 9),8=301(LC 10) FORCES (Ib)-Manimum Compression/Maximum Tension TOP CHORD b2=0/22,2-3=-8881368,3-4=-796/396,445=-709l426,5-15=608/448,5-16=-608l448,6-16=-709/426,6-7=-796/396, 7$=-688/368,8-9=0/22 BOT CHORD 2-11=-276/573,11-12=-276/573,10-72=276/573,1043=-104/573,13-14=-1�4/573,8-14=-104/573 WEBS 4-10=-244/403,510=396l625,6-10=244l403 JOINTSTRESSINDEX , 2=076,2=025,2=025,3=0.00,4=026,5=0.45,6=026,7=0.00,8=0.76,8=025,8=025and70=0.80 ..`:�;��ilii;iiJr;i;/ NOTES (12-t3) .\�.:..,. C7.4;* '/�:i� 1)W ind:l�SCE 7-05;120mph;TCDL=6.Dpsf;BCDL=6:Opsf;h=25ft;CaL II;Exp B;endosed;MW FRS Qow-nse)gable end mne and C-C.., .-\ �' ° ''�rZc;�, Fxterior(2)zone;cantilever left and right exposed;GC for members and forces 8 NNJFRS for reaclions showq Wmber DOL=1.60 : .�;'"�` �:�,'= ' ��'^. �:�:;:;� plategriPDOL=L60 =_ ,�,\='"��'-:��'• : 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);�Ps=17.6 psf(roof snow);Calegory II;Exp B;Partially F�cp.:Ct=1.7 - `j:t: �S� � :: !. 3)Roof design snow load�has been reduced to account for slope. ., _ 4)Unbalanced snow loads have been cnnsidered for Ihis desi9n. ' - ;!i`fiZ��^ C - 5)This Wss has been designed for grealer of min roof live load of 72.0 psf or 1.00 times fla�roof loatl of 23.7 psf on overhangs -� ""J ' "' �.. -.:� - �� - ��. ,v nomwncurren�with other live loads. �'����'-`'�� � ��� ' 4t � 6)This Wss has been designed for basic load combinations,which include cases with reductions for multiple wncurrent live loads. �7: • � 7)This truss has been designed for a 10.0 psf botlom chord live load nonconcurtent wi�h any other live loads. �� � .�J �� 8)'This tmss has been designed for a live load of 20.Opsf on the botlom chord in all areas where a rectangle 3-6-0 tall 6y 2-0-0 vnde � wil�fi�beN+een lhe bottom chord antl any other members,wilh BCDL=10.Opst ��'� ��'�.\`�.��`\ 9)Provkie mechanical connection(by olhers)of truss to bearing plate wpable of withstanding 301 Ib uplik atjoint 2 and 301 Ib uplift at joint 0. 10)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced.standard AN51/TPI t. 17)'Semi-rigid pitchbreaks with fized heels"Member end tutity model was used in the analysis and design of this Wss. E _ Continued on page 2 �EB 0 2 2Q92 I � WARHING�VOri(ydengnp¢rcmetcr's¢r.dP.E.4➢NOTESOdTA5F.A9INCLUOE➢GITEKRE�ERENCEPAG tt➢l�>+'4EFOFEUSE. ENGINEEXI{NvG�BqY^ Design mGtl(a use onN�m Mlek[onnactors.ID¢tles g:.is basetl oNY vpo p �ome�ers shoJm o tl¢for an [f� al�ptlin m ponen'. �I1 �(�tl Yl'� , ApplicabTryoftlesignparametersantlproper'nmryomfionolcomponentureryonsibilihofbldngdesigner nothvssdesiBnetBracngshown �y (d�iEd is toclatem!vpport o�indrvitloal web memben Only.Atltlitio�ql fempo�ary bm[im fo insore sfobilify dunn5 comhucfion u Me responsiClllify o'}he q MiTek nttlliate erec}w. Adtl'Rional pennarient bmcing o(1M1e overoll sh��ive k tlie resporulbiTry o'fhe G�YQug tleign_a.'or ganeral guba�e regardmg fo�ri[afbn,quol��y conitl,s�aoge,tlelivery,eracfion ond bodng.corsult AN51/iPll�uol'ily Crileria,�5B-09 and BC311 6o0tling Compo�M Bt8 Sou�sitle RoaE Safely IMOrtnofion avadaWe hom ims Plvle IrtsfiMa.)81 N.Lee SheeL Stnie 312.Nezandrio,\'A 1231<. EEenlon.NC 2]932 � � � � a Q y ; E o� o m� �; - o o; � fl. o "„�`o d D � m r�m `'^ a `o ��°-' £ o. � °�5 o m .- O m . �° c . m o � � � o a �_ c o � a c ° ' � u `0 3 0 _ e7+� � N v�i C S'� D "' U d O O ry � 6 O D O E` � � � � O � � O U �O � � v E pj0'W °? n'3 r u- o- �o a?' °a �°m '"o a �m n 3 v d� ° � o y'° 7 °-' °' c�� o °' mo o °'c^ a� °-'°u od �o o � a.c or � o d QU �u o � O i �Q oO~ N � pN � oo_ 1]'^ p'� . dC o'S � o j �o pd d o nc o (➢ U � V C ` � �m> o�a �o o �o� °= a�io �oio n�jo oe��i vm o �� a� `m „ EE �v ° �p _ - o � ooa �Dy . n w � c� `o � c ��_ � oi a� � ` a � o rn._ P co` m oo m � ° o°¢ °J ? � m mt oou � � v � � m �� � > �m � p O o�o m�a� `m oP �oo _ L �oT �D oE �° � oo� °'6 `� ro� �°-� m m m � �Ea� .o� � C � � m�g°a mm tm o, �yn �3 � E` rn _9.o o¢ o °vn oo `o E `m ', � 6m „ „ `o W 3 N 001 Nc�O NO 24a O L=� d6 N� �C �� O CO� dO �'�.. 0 �� Q � C � NLO O � 7� ��t� � � n➢ E.0 D D L O O O v O c N N N N � � O� �` � N � r � � O ��N C ��� � O L N D�« 0 O W LL O �o aNm'o m � a,�m a�i mE °' � c mx mm o='� �o mu E'��" `op c" oo a �20� ad°' �O �' p � oa �u � �� xo °u �� E oa° oo cm a� ^9° no � n-o 9� u� � 'uo �c °-' Em o�'.-��- ^ ` 01 ao D2m°' mE .amL d noo c � ° °c mr nc� 2o vm°' r °c� E � � oo _° �o`u 3 a� �� � 0 �oo� ., mau da ">°"o E u-- o °'m m= � 3 Eo°E v � a=�� u�p o � � � g o o� m d rn_ aoo c Eod ao a� >"o �>DC° � 9 � ¢a ?�3E� z� n`�.vo U �.�- o- �� P � U �' °u aD 'S °- oa m° o U oo � oa�in � o� o< d O N _ < ✓� N P O LL � ri ci v �n o� [� ObOHJ d01 aai L � $'9J � d C ., 3 O N N ^a s'!y U � - . K M � K� Uw s n � O O� Z p� � � � � 9tM � V Q � K — � Q �_ C O �Z Q Q � I\ � �� W tf] Q � e � ���o��ya� L m `� y vl '�' '° O M rC f � " C3 U �3 U� w�' w P P C �g�-���tl O �� U � ° ° O W a '-` � ri i: o �htiTiLL�l� p �= v � E° � 3 � Z� W o �� ° o a� pa� p=�` � �� � �A ° � J� � � wP w �� � � A � S L LN � 1� N a 1 N n ¢z U 0 Q N Q ����0 3w y � a ] W� mN IL ���`O Q II� C � m Z m O � —�o P p� � O � u U' w �w OU a w�iwM n w Z� Z Y � U � �? aN ~ K ^uJh� !_ � � "Jw rcm O w cho`�o `L ai� m zOJ O� O U r<�w- abOHJd01 OQH UZ 6 U WPZP � � � � �+� p G T L � �O� O �j,� . �U O N C._ � N� � �9 `p� C 7 N ? �Q61 � ° m c \ ou�� N �oo � Z'OU � c E° c ,x-i,-�p � N N� N ���p p �a � O � � O U � �a Z � C '^L �� "�in Y L a C v� N C N C O O� C N C= � � aai�� a°�i c� a�o � � `m E° � �w 3 �D o � ' ��o° �- �O-o c a� g ° o � � f c a�a� ��u � c-� m °����"` � m Q � ��- -° '$ E uoa� c 4'o Eoo o ' �� ..=aoo �� � �- oaa� o� � o a�o 'v c ��°co Z �.n`- 'o �o � �uom".0 � w � � Oa> E , �.t � c � a m � op_ >a�� u �� � � `cuo� � aNC� N.. . `p� `_- O`O O Ep �� � 9L-N-O pONL O.� 00001'O p a� °Q-''_ c�oo .o_a� o' N �"'.o� Q ���p m= c3 ��o °p_-a�� °o z �m ��-a �°' o� ''°�-�' c ° ' r° °-' O �� oa ° a�n �' �� ooma m a� o -a '^ o- = Q a�-o � a� � � o � o a �a t!f Z U`o�o¢ o ^\_ � o- a� ; ` � wc ��� or V, �°.00= �=0� � .. °Uc °i° °�u Op � roo ? v .4 �rn� �= c ¢ ` e � o ' Q v° z°`_oa�'oaao /1 U ^ '� `p � c aOmU=U u w N d- m o O j o a y � U' S, � � � X a Z >� �. � .- o; � w � NG �= � a i o � � Q � 9' Z m� i + � i c V � m C �m Q�Y PIY E61]1882 Truss TmssType Job 1 � Fp,-98]O6 COMN Job Reference o lional OR��RS 7.250 s Aug 25 2011 MTek Indusiries,Ina Wed 0°��Z�3'.03:15 201t Page 2 I�'Zz6cyN1 W Dmk�foSW�N'���I�k"^V""QhdkKgEluBOQA0WYR868CIN605xMK"IOpy9a0dyU9o9 NVa Homes,X 7p)Desi9ns checked for ASCE 7-05 wind al 120 mph,wind readwns x 0.56 will adjust wind load reaction to a speed of 90 mOh(0.69 for 100 mph and 0.84 for 110 mph). ot5er weffcients remain the same as shown. . 13)SPF No.2 and SYP No.3 can be substiN[ed for SPF SNd Grxde material(Roof trusses only. LOAD CASE(5) Standard ... . � ' �EHGINEEPING eT�� I I�sa�a � � d REA➢NOTES ON THtS AMJ INCLUDED le!ITEF fv(ERi�E PAGE MfI]<�3 BEPOAfi one^' � �0� I A w�h.�nrG.y61iJytlesignp4mM'"e�d� fOm¢�yRQ1pWl�.011tl6�OfdnilldihdV�IbVildill�COrTaCIn95nO� _ pM�TOkAlfil�ele — �ypaiN of b�dtlirg tlesigr�er-not mm tlesg� p¢ygn voFd fa�oNY"^�hµ�ek corviecfps.P,+'s des9�n o°c mpo���*�ro i�sure smbd'nY tlum�9 co^s""ciion'n tne rem��IM oi me hooficabON ot tles�pn porametersan m�m��� � �m�I lhe btnlQ�n9 tlesi9nt.For 9eneraf9�o d�Componeni � 81¢���.�q� bBrsoN. Atldiro�ltempw'�Y _"� ..e -, .., ur � � -- _ . . �,-. I O � � � � � v m � _ � O U o�o m o oc o m �t ` dm m a��� c " mD " � n .a °-' _" o `o .0 m � `o o'� I '+t�°� �" v�°„' c�E �ov �° t � v E o°1 _ u � c n °o o a m y� � u W w E 9 a�'�' 0 2 5 � ° r o � . 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E ¢`o �3Ea z^„° n`�._ao � °� ° mv °'o °'w E °o.E m � nvu �� o� c `o 'o _° °'c� °u5 °a eai � ^ � N U a o o ❑� �� >> U� °u a�° �°n o a m� o c °- ° .�S v '>�`o m= "> > �i ,d i. o o U � O S � O � m � � vZ - c0 m ^ N �.j � N � N �. tt O�n O Q ____ � _ f- �p O �-� - N adOHJ d01 —� � Q S-o� � h N w D a� tl 3'� N � N m c."' D'"-y u w ry� 0 V c N U w � � � t"J 9SM �r = � .�. C`- �o U Q � � n CCi c`o o LL -, g � � 3 � ,e ° _ _ O W Z Z Q � y � W� W F � m � � DO U ' ��i U� OS � O M 71 e L � � w�- u. � �r � y � � m O wQ _ J rn m � � �m 's,:, o ° 3 v f a v " '° �����g�: ° �F � � �, O � =s —° O v�� M c� � _ , i8/ w� s v � x raM �- �F � a ��o � O � 4?�< w U �- � �n a y w�o w p w��q rc /y�� O Q d °' � �z�7 rn (- ro' O m W� WN W N f")C')�� �� Ww� C � � ,°�o '- ry � `� w� 3w ca w .o�a 3� m U a�` " U' u�. �k O `o K o.� o u� c � wx z� U p_ wmwM a c �� Q\ 1� N .PZ W Q�F Ny U � �h1�N Y ^ B'IJ r�j gw 7 H P� F W 2�W Om � w � PO � oaoH�doi oQ� c�iZ ° � N�w� — � W P Z P T L J � N p) N C � �� C C N � O N O �a ao � �J� . p� C. C 'h:O . O C ry � U.� O �� ��� S � � ` O Z � c £ u °� �^ N a-oo„ ��° `o � 2,.Qu �.� Qo> O c��T.c N o� r o Y � �.N � ��� � o � 0 c E a N N s C� C O O Q '�O C Q D � � N O � �-N p `L^ ���c N C p m �U C p O t- OVUiON OC � S� CO.�_ pCw LO.UC p '^ �-Sa � �O _p OE UON C O �O� .R'V 3U-O �` � C�` O � O � O� � N O � � �� W � �� O T9� � � C a O-O O� N � N p n`apo >, oa � oaQ a a� 5 � a 0 ���= OU3a� uoo;�.,�� � Q= O EO .O� N UU'- N � 0 �� pCj 2�? K� O �� U �p� -O U y w F- a.�j� O O N L Q3 O ��� ��- Qm.` E Q a Q� a� ��- c a' v „ E ,� o� Q �.� o m= � 3 �-o a c� 5� Z U`ooao \= � oQa s �o � Q �'`oo� Q umQD `oa°.n .o�u-op-oo ° Q ^� �Y ° : � �-', � �3or Ur a >S.s �p �-p � OcooU,°m_o F. _ O � o= c � � c�.0 � � a ��° � a � ` „ °v� m� m� 0 0 ' Q v o �.oro-o'= c -+ L '� O W K O p� �. . O C F I I oN N �" 1C CZ2�m(�CU L ' O vl .� O J ' = 3 W X a Z H � y a o �- m L H a �.} W C �d ' � V Q Q j = �._: � -+ � a Z ni�n � S n U I ; ' • • TrussT e Q�Y P�Y E6171883 Truss ro Job � �98707 SPEG � Job Refereze o tiorai OR�EftS 7.p50 s Aug 25 2011 MTek IndusVies,Inc. Wetl Oc112 13:03]5 2011 Page i NVRHOmes,X ID:716ryWWDmkofo5WlW7LfjzkwiV-w3btl�gElu8o0A0 ZYft�868CIGMDYOMN�OpygaQdyU9o9 23-]-1 ��.d 14615 &11d5 1f'1-0 '/.61 �$'1 1-1045 ]-14 �'�"� Stelo=199.0 Sx6 O 5 B.DO 12 �/ 3x6� 3x6�i 16 3x6 Q 3�i 6 i 4 3 3x6 i 8 n 3x6 i Z �'� 1 ,o � Sx6= � 9 �p 20 � ta 13 19 12 3n4 II 5xfi= 4a4= 3x8= 3x6= 15 3s4 II e.00 12 23-1-1 31-3�8 i6 -0 B] 1-00.15 &N45 �6H'-9 0.-8 ]-61 �- - ino-is �-*� Plate Offsets X Y: S:D3-4,0-2-8 p�q7E5 GRIP DEFL in (loc) Ildefl Lld 1971�44 LOADING(Ds� SPACING 2-0-0 CSI Ve����) -0.06 8-10 >999 360 MT20 TCLL z3�7 Plateslncrease 1J5 TC 0'79 Vetl(fL) -0�z0 8'�� '9�� 24� (Ground Snow=30.0) Lumber Increase 1.15 BC 0.38 o Q W B .p�� Horz(TL) 0 OS B nla nla yyei hC 164 Ib FT=5% TCDL Rep S[ress Incr YES Matnx) W ind(LL) 0.10 8-10 >999 240 9 BCLL 0.0 ' Code IRC2009liP12007 ( BCDL ���� gRACING LUMBER TOP CHORD SUUClural woodsheathing directly applied or 5-7-11 oc purlins, excepl TOP CHORD 2 X 4 SYP No2 end verticals. BOT CHORD 2 X4 SYP No2 BOT CHORD Rigid ceiling directly applied;;6-0-0 o b'acing. WEBS 2X4SPFStud'ExcepC WEBS 1Rowa�midpl 5-17:2 X 4 SYP No.3 or SPF No2 MiTek recommends lhat Siabllizers and required�cross bracing W EDGE be installed durin9 Wss ereclion,in accordance wi[h Stabilizer Rlght:2 X 4 SPF Stutl Ins[allalion uide. REACTIONS (�axHOrztS=-040(LC7��min.0-7-8).11=17�610-3-8 (min.0-2-3),8=426/0-3-8 (min.0-1-8) MacGPaIV15=474(LC 1))1,1°1866(LC 2),8=545(LC 15J) FORGES Qb)-MaximumCOmpressionlMaximumTension TOP CHORD 1-1 5=-4 5711 6 5,7-2=-1133/474,23=-389/113,3-4=7601141.4-16=19M349,5-16=-1661569,5-17=-73/573, 6-17=$21427,6-7=-1051342.7�=-F+�y272.&9=0/27 eOTCHORD 14-15=-493/529,1344=-753/908,13-18=-194/332,12-18=1941332.t1-12=-194/332.11-19=-99/314,10-19=-99/37 , . ti\l\'��,JTR rl;//�• b14o-422I957,214=2701431.2-13=-703/580.4-13=01368.4-11=-728/455.5-11=-927/306.7-11=-7171445.7-10=0/334 +;�)` p:.'..-' ,�,l,;il' WEBS ��.�� .• �I.,�N� � titi.{6':��°. JOINT STRESS INDEX - �-� "� �: : , 1=04Q2=0.48,3=0.55.4=0.48,5=047.6=0.61,7=0.48.8=039,8=0.00,10=026.t1=0.64,12=026,13=0.40.t4 b.a3�and't5.- _ - NOTES (13d4) ,� j 7 ` i _ "6et nor(2)zone;cant'��leveh�lefl eDnd d9h�exP°sDd C-C to�r memb�ers aod forces 8 MW FRS fo�react olos shown:aLumber DOL t 60� -p � �(.:� C tu _ plaie 9�P DOL=1.60 - �;����` 2j TCLL:ASCE 7-05�,P9=30.0 psf(9mund snow);Ps=23.1 psf(rooi snow);Cate9ory II;Exp B;Padialry Exp.:��=�.1 � ".�. � _��._�. 3�Roof design snow load has been reduced to account for slope: • _, .: I , 4)Unbalanced snow loads have been considered for this desgn. �;�;��;;.�� .� 5)Thls W ss has been designed for 9reater of min roof live load of 16.0 psf or 7.00 6mes flal roof load of 23.1 psf on overhangs non-concurten[with other live loads. I 7)This Wss has been designed for a 70.0 psf boriom chord live 1 ad nonwncurtentlwith any Iother�ive 1 a'dis.�oncurrent live loads.° (r' 8)•This[russ has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&-0 tall by 2-0-0 wide will fit between ihe bottom chord and�any other membere,with BCDL=10.Opsf. ��� O � 20�� 9)Bearing al joint(s)t5 considers paallel to 9rain value using ANSIlTPI 1 angle ro 9rain formula. Buildin9 designer should verify capacity of bearing surface. Continued on page 2 . . . . .. . . . ' � gfS1'qENGI��..�vY�� Eid u y� A �pApJJLUfi�Ver(Jydesi9nPe+ametlrsanQREADA'OT£SONTA"iSAhDI�L�UOLJII."IT=AREF.".AENCEPAGEMII��4]3BEFOHE058^t � r," eters shOHT.a:�tl is la an'�nQ�ual b�nlCm9�Q^?�^ q miTek Nnlliete o c Inco�pa'�a^ol componenf u respoi+slbTly o�bviltling tlesigner-not tms tlesg^ar.&atlng u+own I Dezign m4a tor use only witt�Nu1ek conr�ectws,ili5 tlesign'¢basetl oNy��a�°'to insore stabiliry tlonn9 consivc9on is me iesponsibilliry of Me qppficobliry of tlesign poromaters ond pr p � y�e�.Fo� nerai guitlana regatling ¢iw Io�arOl sopPO�ol intlivitloal web memGers onh� Atldifio�wl iemDO�Ory 9 11 Qvali GXerio.DSB-B9 and BCSII Bo�dng�mponen� 818 Sountlsitle RoaG BteC1IX.Atld�tiotw�'.�^�����°��ot�over�0 Sfi1K1'J�e6111elCSpo115ib1ity oI t�e b��iltli tlev 9e E���p��NC 2]9�3 _ . . �w�.w�ection 4�W�M9.conwtl ANSI/R Ne y131 a. � _ . � � O � � � °�' = ' � a o � o v o �� a �, � �� � O m . E`o v . "a . - m m� ti� c Fa � o 03 d mm ms� cd O1a `m a � nm � m ° a � oo L ° °1 °�� a m rt� �i�; m� E -o t m E o. = u "c � �O a� o � ^' � c c R, N .a m w o 2 .�-_ c o o � -' a° ��u °' . ° 'o „ � `o 'o m �`o ;°-o° �3 �F � °-'v a�io ° �v 90 o Do o- °o om �Q a� � 'o o€ ._--> ` o �U m � a � ..�'J ct1F OU � T N �� �'� �O � 00 � E DL 4 ^ � � ; �O yN OJ C U � '^ N T� N � � ON '- 00_ �'^ cc O� ON �� OC � �O � O � O �U "O (/� �_ � ` 'om '- o�� ca o �3a °¢ �o c.? °'d uQ mc � �''" n o' o ac om u f+� � - '�o m°pc.o vm °Jn m 2�- � m_ rn,- o�c ° m �u ` a uv � o` v oo .� c u LV C �O„ �d.�oa � Q � � ' r �'o � n�o .o� �O0' �o °�' o°' °„�-y a�i � a-o r n � m` `o mm o ^, O ° m -o-o'-`oc °'.o '-m01 °-' ooeD 3u E^ «a oua ° a ^o `o � po o` E : �', � °a� -�p� 5 W � � ao n�m° a° = aa m �_o ma �� �� �oo oE `oo „v � c a� - om "' ai �o ��7� -.a - � a�.Ea . � o d m '_ c- o_o `. m_ � ` .__ " m a �o � � o�� u c-o _p o.� � 2� `oo. a 2qo mE no 0 0 25 o mto � � w W O � �n E��°-o � °°" ° c v m `c m�o �o c 2 a o c _ o ��o Q a� � o� '- o o y `o m o U. � LL � �o cO1°� 'o ��� ¢�a� � �Ea� E� ��� �d c°`o� om La�i �a °':v c° oc a �r `m od E.T O p) �`o °c °2Qrn m ° ��� E P-o � '"° .co $.a� o2p �° v� ED °o � ° o a oo� °�� Eo �g � Ll =am �m�."u a�Y :orn� E moa o.c °O N` �;o� n� ' am orn ° � o 'uo -OC mEw a�� P,d � .9 a ¢� �3E� z-„° a�`_-oo U aoo ot �t c^' o °�o `oa co�m ao ° m c �p o ° °ai m�°= ma 16L � cJ � � U �u ac � � a oa m � a Oo. � c � ND � mZ n v vi ,a n m w o ^ = � P U O o - � N a m o= O Q _ - _ = � P O — _ N aaoH�dol L P � S-v� v� y � w Z N � (� v � H 0 ir �� G� ➢'3 U y~ � C N U W N � ^ M 9EM �� Z � L n �t-� c� �O U Q O � n H 3 � �� p °C ' � Nm �� W a � Cr� � N �- m < �y `m O � u ; �� �Z m � � � � vLi yv� o � u/ �0 m Q �� ,W-� P rn � a p n w �^ v m a �_. 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C._ O N �O U �w O C Z C '^�"C OV_6 S O N � C� O 3 U O 'O � �n O C �-O N O C-6'TLN Y 4NCN N � C N > N OO Q �w '� NC� N C � NO � �-Np � N � O � �U p0 ~ c O �9-O OO , �'-� � E O �� L pU'C py C2d � o� d o m o E �.q a� � o �--o�m s'�u' 3 u 8 0` �0 2 °c��o 0 ,� °' -` Oa�E c ° � b�a �� ���-oo ao `o o �'c� °aooa� °� � �ti � p a`o°° a `o; � o_oQ o � ' � o- O ''�� o �.om �a�i �m�UO2 a= � � o - � mt �� °'-o oo � °' a3o � � � �w ��.? x� o �a aa�,,,� � �� a� o Z C � Q.D .p N N N.�.U � � N � N Ol Q N.S=O N t C 3 C��O �2.�O �'� � n� o> > � ° � ��oa� V ox� � ooc� m- `oa'o � o > Z UooQO \� °am � ° o � w °' o "' m � � °-' a�o ° �-'us ma�iaEom� =D �- � u ,o_ ��3oL -o >S.E ao-oE o � oo� a � �O . � I ao` z S.00= c � a� � oo�UO °� a� � V ' Q a " �U � o>� o�`u ro� 0 � U � V O U1 m'p-p� C � ^ a � W C �p � O N � 760 .� � I � u v H rJ" m c� ZaOmC9=U w � o f/f � y .. f � Q --- ? 3 �. }� � Z .-. a . -y N Q �- u � �a o: .. -� � a ; � �= Q- J w 'O `� m in m c Z �n U ° Q �m Job Truss Truss Type Qry P�Y E6111883 SPEC � � ORDERS EAA87o7 Job Reference o tional '1250 s Aug 25 2011 MRek Intlustries,Inc W etl Ocl 12 13:03'.15 2011 Page 2 NVR Homes.X ID:ZZ6c}M4HDmkofoSWh4'7Lljzkw�'N-v�4htlkKgElu8oQA0WYR86BCIGMDY0MN00pyga�tlyU9og NOTES (13-14) 1�1)This,truss Is deslgnled nn coordance with the 20091ntemational Residenba�l Codehseclion 9R502b;pliand R802 50 2 and referenced standa�rd ANSI/TPI�at joint . 12)'Semi-rigid pitchbreaks vrith fixed heels"Mem6er end fiury model was used in�he analysis and desi9n of this truss. 13)Designs checked for ASCE 7-OS wind at 120 mph,wind reaclions x 0.56 will adjust wind load reaclion to a speed of 90 mph(0.69 for 100 mph and 0.84 for 110 mph).All ofier coeffcients remain the same as shown. 14)SPF No2 and SYP No.3 can be substituted for SPF Stud Grade material(Roof wsses only). LOAD CASE(5) Standard . . . . . ..... .. . . � {ffiA�ENG��q q�� tl FL<D NOTES Of':H(5 A➢D iltCLG➢ED NJTEiC REPE1iENCE^AGE dII�Ji�3 PEi'OItE L'S5. E�}9�u D Rp ,.!. p�gMIVG.perif��dui9n P^ramexera m �cortpooanL � !l �{� De3ign vaftl�IX vse only wilh b41ek coMEC�oR.�ceA9°a�����¢t���yotity50(bV�dm9 de goer0 huss d¢vgl�Br.&0�6 s'�ovT q MRek Atllliaie I qppLCV�IiN of tlesign pommetars and yopar incwporoilon^ ymcing to irssore sfabliry tivring conshvction u ihe respowDilfM a�� 6forlateralsuppotlOfindividvalwebmembarsonly. AtltllfiOrwl�empo�rnV g�g�untlsitleROaG eentru.Atltlitionalpertnaoenibracingofihao�erall�zhoaWreutFierezpo'SibANSIRP110oaMGi�eda SB-89anEBC5119uiltlingCOmponeM pnemnn.NC21932 � — � Ca � " � E w > _ �s �` Q - o„o m` o °y ° °ia � o` 03 f� O o,m `mv°c c � rn� ' ` n �v =` o o �°' s n °; a= I °� d �N c N.E _°.N o a s c � E o o � u �� o m °�°c ° � � u c `o o £ � 7 °_'m m`oo aa .°o u °`o °'_ 04 0� °n .o `m � ° ° � � 3 ° �U um u � a � ��Q. o�.= ra =t � °'c._ aC °'�° `om ° o o� c£ o" `o` n -° m °'� n°= o (/9 U � 2 � a�''� m� °a c �3a. °z on .cy � m � Q mt � �� ° °� � ac oa °u a .0 i. -000 =-'' rn° �m za- ��Q d° m' �(� c om ��` n om m o` a oo _ c u o �_ c�o bm � a c� � � — °; � ovm oo m� ° oz m_ 2 ° m2 0`0`0 � rn am `o � � a� a� '� � � c3 ° � O p mo m�_ � o� ao = °�a � 3 rc� �om u- w o` v a = �O m`3 m0-' �� U v�Ci °�°' m�0oo mo 2no � oua 30 �'o ra aDD od �o `o � a o `o E` � � a� v`Y u p3 N a.o n�- a,u �o� rNa °m u�o �'o °-'s m� °oo oE �° „a m� 3 '"c ° yto � � °a� �1� � a :on` �c�o� ro `oov o v�oo� -`� ��. �n �� o dc n° �° 'r N 2'or t ooe om �: W W o °x rn��D �a v� � N onm E � �� �v °o °v mE �tm �o v� ° m� � m�`m om E> (� 0 � oo .uq��£ u °-' om`c � �m`o �� mx ?+ � o�-° '� o �� Fu p � c °o o `oo� �tn� mo �✓ .«- � o0 o`a�m m ° °m�� E ov� o° rm °-�.._ ^no °'.o m -o.°� ro o °8 -O dc�o� am°1 �O � � o n`� w� E ��r m nco � � oo mr m`.� -y a�' �n�o orn °- `u uo c° mEm o�= � � O 'vm �mi.0 >o >o�_ E do� mv Nc n�n a dv'°--' .� c E�„ m > o rnc- u� °_ � � ¢a .'`-3Ea z-°„ aoo U aoo °1.c �r � �' aao 0o Eoa�i ao °w c �a o �°w w�d_ cm� o O �- � � � o U °1U ac � ca oa o � o oa 01co a�ic � mZ u. � oi ni v vi �o n o . m o U no _� � d0. tt o� �Q 0 p _ ^ [�l h � ^ m O �— � N oaoH� doi .� s `i S-o� v� v C W � � M � U Y O Y � � � ` � H � O U u� � C � M 9'CM � O Q O � O p u_ _ � 3 � w? W Q f � N c°' � � N „� a m Q @ . e °' � �'q 0 3� � �i u O �F W o Q � I F vti PVI � Q i'� P P �`' � y Cp�q,�^ W i.. �` m 2 m a - J �•j � �o � � � O �9F c � U gt9 w Q v o o /�s p, w ° � � �2 > c�Q °' o ��� �W W� 3 v L.� '0 2' � 2� � o �� M � 4��< N /I� _ ��o a� OO aW�p�� c W �' _ �un � ^ ''� rc a wa w � fV� rn H Q a � P" m a mm w'�^ wvi w N c"�ich.p� �� W"' y � b 3 v ' J.. .v o zF �� � - �b`nrn p�llt� c �a 'O = ..�;1 U �j o yG"'j O `� N�`��' a pi oa � IX� Q\ U � wQZm W � Q° z V � ���`Tm � w FZ�. oW � � �am '- e-i� � ZOW �� o ",i ovo � O?JOHJd01 ��x s� � U „�,�wh a ti V Z d U W P Z P � � � T _C � O L C C x C w a"- O �"_ � C � O �� C O � . � U O � � 0 � N � �n O C� p`� C J �} KN � � OU'- � O � '� U �� QJ C '-O ,. . O � o Q_O C � O � L�'. U � � C � V a L O � C�` 3 U`p O O C E"O N ' Z O.N N O O � >N 00 � C��t � N � Q C h � �'C N 6 C� U � O O O.-. O� C J � C C C � 0.5� oo =�`o � � a� E� oo�E ta,u.� o � m xa a o� a� o a�°i o � � � c a�-a� .o��u, � 3 u a o � 2 c�o 0 Z �a o�� �o o � u,o� � .4-o a o E o o � .S a� ��-'u�"-m � W �'C a� E a�i�= � .�c_° �a w � � � o y �Q- ° � o� �ooN �� � � °�o`.°Q2- ° ; = � ° `o ? Eo �Q o �saia ooua� a3o�`u`o� p �w � >.� xo o ��u �a..� � °�Nm �Q 'o �� a� —�3 Naa �am'O C � Q NN N= � � � � v� C �'_ .p Nt.0 C � O O Z N� � QD v.� m � C � � :��`pN � 6xjU pOON mUpQa00 n a Uoo¢ o 'd � `o° a r �o - � ma � o � °_' aa uQ��� a� m� � om3 Z � �- LLaa� � m � 'pw s�- os �a �,� c :.oaoE p � o -a . � �- 3 U' cso= ��a� � �6U�`aa� � � O � V O Z � .. �U C O1� �U � Q M° o` � U �° ° m°'a a` c 0 V � '`a `o � v �`om���5^ 0 O9 I I � W N �' aa cZaOm(� cU � a ,r � 3 � X � Z �^ � , � �o Q � � � za �� » � a w �N m� J C1 � Q �oJ I E Qty P1y E61]iB84 Trvss TrvssTYPe , Job � � SPEC Job Referenw o [ional ORDERS E'�'�98708 7 250 s Aug 25 2011 MTek Industdes,Inc `Netl Ocl 12 13r03:i6 2011 Page 1 �p.u5�yW IH Dmk�foSW�H'���I�"'^�V-0GFOygh3 VOGf2Kbi681Lg P9SA4 W SrqXi cPly3yU9of NVR Homes,X i�s�i is.s a �e-sa �o-�e 3"�- t6-1-0 18-RL y.J-1R � 3-0-0 tb �.io-ts a�w�s ��� z-iu s34 o.us Srale=l]92 1.1615 T-14 4%8 O BGO 12 5 3x4 II 6 ZS 3x6� 24 3xfi� 3x6�i � 3x6�/ B 4 4x12� 3 g 3x4 Il 10 3xfi G �� 14 �3� t,�I° 3x6d 2 017 i6 15 I . 1 6x�2= Sx6= 13 1° 3xd= 4x6= a Zp t9 18 3x411 - � Z� 26 3x8= 3x4 II 3x4 I I 6x0= Sx6= 4z6= 3x4= 22 3x4 II 8.0� 12 ""��B . 1&2.0 iG9.0 '29-9-0 30-30y � 3}S12 y112 iS11A I6 -0 2-0-0 '1£ 61b15 b-B3-•-0 53.4 1.10.15 7t1 6t1-9 14615 pL4TE5 GRIP p� t ON ets(XY: 5:0-5-�0-2-0 13:0-4-0,0-3-12 CS' DEF� in Qoc) I/def� Ud p,�T20 t971144 SPAGING 2-0-a Ved(L�) -0.06 20-21 >999 360 LOADING(Ps� TG 072 -O.t620-21 >999 240 TCLL 23'1 Plateslncrease ��15 BC 0.37 VeR(TL) (GroundSnow=30�o) Lumberincreare ���5 Wg 0.68 Horz(TL) 007 11 nla nla yyeighCt971b FT=S� 70.0 Wlnd(LL) OA520-21 >99B 240 TCDL Rep Stresslncr YES Matrix) �CLL p o Code IRC2009lTP�20�1 � BCDL gRACING lied or 5-10-i5�oc pudins, TOP CHORD Structural wocd sheathing directty apP� LUMBER except end veficals. TOP CHORD 2 X M1 SYP No.2 gpT CHORD Rigid ceiling direc[y applied or 6-0-0 oc bracing, Except gOT CHORD z X 4 SYP No 2'ESCept, ,3_2 X 6 SYP No2 6-8-14 oc bracing:z0-21 6_�g:p X 4 SPF Stud, �0-0-0 oc bracin9:11-13. WEBS 2 X 4 SPF Stud'FxcepY �Row at midpt 6'S7 5-19:2X4SYPNO.3or5PFNa2 �Rowalmidp� 4-�9�5��9 . W EBS MiTek recommends thal S�abilizers and required cross bracing be installed durin9 truss erection, In accortlance with Statillizer Installation uide.. REACTIONS Qb/size) 22499/0-3-8 (min.0-t-8).11=284/0-3-8 (min.0-1-8),19=185910-3-8 (min.0-2-7) M�Hoaz2=�139(LC 7) Max Uplli122=91(�C 10),17=208(LC 10).19=-631(LC 9) Max Grav22=428(LC 14),11=404(LC 15).19=2080(LC 2) 5-24=-781761.5'6=-49161fi,6-25=741667. ..',Fi�l"'.':"i;;�� � FORCES (Ib)-ManimumCompressionlMaximumTension . , 4T „IJ�� 1-22=4101227,1-2='102fi/597.23=3011187.3'4=-BZ259,4-24=105/527, 11 �Z_0/31 � 10-11=6771286. ��'� TOP CHORD 7'g_-96/486.8-9=-t74/223.9-70=586/31Q �8-19=-56/0;17-18=�48/0,6-17=374I260, .` , ;�. �: r�)�.+ 1¢ 7-25=781569, 20-26=-2911386,19-26=291I386. :��±� ' ...•- . �(`���/,.� BOTCHORD 21-22`-492I528,20-21=-8751W2, ��-�3=-1751493 . ^'.°qjFO''•, 15-16=1071289.14-15=-107/289.13-14=177/512. 17-19=-596/557. �^r�•. ; 16-17=138R3D. 42 0=0137 0,4M19=-72t1454,5-19�1242226.. ._ ��"� 'l . 220 -6681589, �0-t4=391112.9-14=90/271.9-ifi=299/153 ;? �`` " .,_,_ � WEBS 1-21=-5071871 2-2t=-2901441, 191315.9 15=01100, ; . -- 5_��=zpyqgp,g-17=-530/309,8 16= g=048,9=0.45,�0=026,.11=0:t8,13=0.19,14 04414��..02� �5 026,�1G� O�dl17=NSf�'18 JOINT STRESS INDEX , - � ' ' �''� 2=0.48,3=084,4=0.48,5=095,6=027,7-0.19. . ' .�r .� 1 =0.48. p�=0.31.22=426 and 23=026 � , ` ' . 026.�9=0�.64,20=0.40, :�� '~ ��� abie end zone and C C i ' NOTES (13-14) h=25ft;CaL II;Fxp a{enclosed;M`NFRS(low-rise)9 .t � '��.��,_�---- �)W ind:ASGE 7-05{120mph;TCDL=6.Opsf;BCDL=6 Opsf; ! ' Ezlerior(2)zone;cantilever lefl and right exposed;GC for members and forces&MW FRS for reacfions shovm;Lum6er DOL 1 60 ` ' rr , � cr-t.t �l,_.��.� � � plate grip DOL=1.60 ' 2)TCLL:ASCE 7-05;P9=30.0 psf(ground snow)j Ps=23.1 psf(roof snow);Ca[egory II;Exp g!PaRially ExP; 3)Roof design snow load has been reduced to account for slope. . 4)UnDalanced snow loads have been considered for this design. - � � 5)This truss has been designed for�greater of min mof live loa�,c�?6�lUtle��ses w h eductio�nf s for�muR ple wncu nnt I ve9oads. ��� 0 � ,y�Sq nonconcurtent with other live loads. L L 6)This wss has been designed for basic load combina�icns, � Gontinued on page 2 - � - ENGINEEPIN��� pTE9 ON SMS AMITYCLUDED MiTEK RnFEASNOID P DE� 3 EEFOAE[l��' q mete-s a�C¢�➢N �] i � p�dAMNG-1 tYd 9nPa� 011 OTEf RS'10`M(I�d�d610 �I d0�SSdu99��CB(OCO9sh'oWfl ���AMiTekAXllie�e .m den9n'�eo aa M1 a v° � � I Desi���aliMoruseonlywia N'{esonap�D��ncoipototionofcomponenifsrespo;h^Ve�atitlMdtl��gm siticfo fhe esponsbillryoit�e — nmLCoblry �tlesionpor � nmemhers nty.>AdtliYionolt p p'Yh��°�9 B185ounCSitleROatl _ , ,,,e .... nxr.inYMeboildingtlesignecFa9enemr�C�auilEinoCOmponeM � ucvv932 wa � � �� O � � ' a � �' = °' E > , �- o„ o � � o� o vs � � m .eo� m . a . ° v m °' m � °'� � 9�. � -W � ai.v �N.E a �' a° s � m� E o O1 � u �� �O a °-`o o a �' m� -o m /f� N �W ` . 0� � _ V � U Q .. O N a� �� C O C L VJ N �-p �UO O~ .(1.j t tO � ' Oc d� DO E� dj D � Ul O O N Lp 3� 4a 7 d mo �o u u- - a o - � . > . � r� r �o o �3 � a i h�' o.°�, � u s2 m° °m a°- mo �`o o a aE �ot 6- �m :0 3 � °U ° °.' � � � 7 '^ a�i >.° m � ° ov ^ oo._ >� ` ov � ° � m c- o� m a m� �� c -g C '„ _o`a`o m� rn°- o � 3d oQ °o _ m � c o � °p o�a o � o a � -� p j oo �_ cd ''aa� � .a o .s�Oh „s m'� o��o .aC90 3a� u� �a ua� � `o `o .00 ° oni u y� 3 o� m oo m� oz �o � c - �o vm �c c .: � u 6,/ �9 G mo mDO-o o ' n o >. o �< �3 .� m om � uou o °i aa ° � � m m „ E�E c3 � .Af.'� O o�m -o�.'-oo�c m� `�t rn o�.o �3o E:� ` m o °� co m� �a�i.m o� � E a �o o,.v .� `'V � i �:E n` m° -o° �aO ~ t >tcai ° jo ° �n`� °- °. o` o� -°'o `o °' � Ea�' a� 5 ,� O 4J _o � mc � �� � � a ° u�o � o m� v� uoo o� `oo ia °� � E� '� �o` a�i " ai � o n` � _ �cu� �a � o.. `.5 00� 0 2 � m_ c m_. 3 ` d o a w o�� 6 i .°n` E � o� � � `ooa� o m.pm �- 'op » �° � E Do .� o �r o �c u �r_o` 3 � m �N � O ^„°" o���o �o v.�m � o.o °' �m va�Oi r� a.:o oE „ � �O-O w�m " mm ati a°� m°a °o oU` !A o` . � � -a� m � m E ' m � d com N _ o m > t.c �' E2 3d � v oo "o„'�� xo o �?`c_ .o �' a�i `o ,'� � m x °�m o >.-o ._ m _o" Ec°� a °' c o � -o .m o v � a °o` �-2� °' mE � � `m aEi aD � o.° � m °- =�o �o �°' 05 s ° � °� ° �O.s °�ai E ° � .� � <a �>'6 E�.o` z° �a o U a o o m r °-'o �d a ¢E °1.� �Q-�u ��� o � °��' o o � �o °c' 3�.N o„'O 8 a ❑_ �� a `a�a Eom ¢a � c � `o� m ma� c� eL (,] - w ,.g .y h �o = � U�u a� � c a o n o o p a o d >o . -0 0 �m� _"_ ^ ro m � . � U ❑�U = ��m Q N c c 0 Z __ _ c+ ri � � O.� O Q �-_____ - � � ^ j o _-___ - w 4�'OHJ d01. -- Q S'bJ v� � C v � w > � x N c.�° � �O v � � D3 U W � � " M 9-fM �ti � uQa� C� .� U 6' t � (,/) �O �eai � � � ;?w 3 � � - o �z ° p� w_ Z � W �c m N w�p y m � � � p a � e�i u C] �s °1 `r cV W F v �� � O g� w � � '= F .� �. �" � m = ¢ _ j °' a �` � ,� c A w �f° :o � 3 � �z Q > �Q rn° o° p��77� ,�ry� rcm�F v �7, N O O �K O "�1� �? ry Wb�1.1.I �i/ Wu E v � x ��zM � J� � � ce-o cr OO L� a�=- < w � U r-� � a w�o w p W z � � o Q Q.v� Q y �P ^ F i � m m gin m a �n-._�o �� Cu c � O �� W� W MCJ�� I�� � � � � ,°� `o � �+`t u C9 w o K O p �a�P 0�11� c .. � � wx zW v a wc�5"'�M a rn � Q❑ Q„ �- N .vZ w ^ .�nZLL �w U � .-�n�m x ai> >j m. � w �o.m� . � QYOH�d01 � O�'i �� O U ��.°��� �. —_— ¢�- Uz i U wmZrn ? L � ` � � �n N� �+L-'U C O , N � O' O �� � � � �j - , �� C N N C � �n O` • j ' a p ' N O U'_ O Q 4 a 9.0 � � j�. O Z C. r�- V � �` O O_-O C ' C'_ � N �O U O m o �O�s p��O � O cV � 0.: 3"- 9 U � �`,� c '��.�O� ` m w � C� L � � N a�N � O O �TJ N �f= . �C.�U.S..Oa 00 � O � �-� O ��� N'CQm � U � p � oa-moa� o � ° om � � Q�a� .o°..S"' 3 °a� 4.� ma=a � a� � o` � � o � c o a= � - `o c.»-.00 � ° a� com °-'n � aa��iQ m c °'� o z „ fl_° ° gc_o �-000m °' � p °-`o�o- a `o= � o_ .`c m � oQ aa�,-� �ouoa� �� om��}� `m.� c °_� � c�o ��o-° ° � Oa�iL � .Qt � uu� � � o o � � � � a�Q�- x ° E� � oN aa��a� � a��� pO�r a3o � am� �._ E a� r� � �._ � E m._ 3 -o c -o ¢ U`ooQO - � m � � ao :=.c"� m U �o m� c �c �aoa.So Z � � o_ -o � a. w a o_ o a x.�.u a o o c� o��. o a-a � o - t- : °- °' * �, ° 'oa n�a" a� � � °' a� uQ'=� � o 0 °3 � � I � 3°�� �°a�.c aao �C � � coom � _ Q � �7 O Z c� �= C h `J � � C�U�od N a n C O. „ 0O<nmOmU Q � � � O , a vo � p�aa_ � d Q _ � � W � �('�\ 0 [�^- �.�. � C [AJ � d P+1 �' LQ \ \ C Z��m��e� C � � A O V) J \ \ V_(J Q I .v �i lL � Q � �� Z y .. ei ' 0"`� � '-L' vA A �,- 4 � a � Q �� � � � �_ Q — � m C � NU TmSSTYPe Ory Py E61�1804 �oy Truss � �98708 SPEC � ,7ob Reference o tional � W ed Oct 12'13:03:1P 2011 Pa9e 2 ORDERS 7 Z50 s Pug 25 2011 M7ek IndosVies, NVR Homes,X �p:ZZ6cyW W Dmk�foSW lW 7LfjzkwV-sTp�90iUGW OW fllAv9sAaDtlNtlw1 Djq14gGG9hWyU9oe NOTES (13-14) 7)This Wss has been designed for a 10.0 psf bo@om chord live load nonconcurrent with any olher live loa s. g)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between ihe bottom chord and any other memhers,w�th 6C�L=70.OASf. others oi truss to bearing plate capable of withstandin9 91 Ib uplift at joint 22,2081b upliR atjoint tt and 637 Ih uplift al jolnt t9. 9)Beadng atjoint(s)22�onsiders paraliel to grain value using ANSI/TPI 1 engle to grain formula. Buitdi�g des�9�e�should verify�Pacity of bearmg su ace. 10)Provide mechanical connection(by ) ��)Tfils tmss Is designed in accoNance with the 20091ntemational Residential Code sec[ions R502.71.7 and R802.102 and refo�69 fo�r 100 mph and 0 84IFor 710 mph).All �p)"Semi-rigid pitch6reaks with fixed heels"Member end fwty model was used in the analysis and desi9n of this truss. 13)Designs checked for ASCE 7-05 wind at 120 mph,wind reac[ions x 0.56 will adjusl wind load reaction to a speed of 90 mph( other coeffcients remain the same as shown. 1A)SPF No2 and SYP No.3 can 6e subsiituted fo�SPF Stud G�ade ma�efial(Roof tmsses onty). LOAD CASE(5) Standard � ENGMEERING 9Y�� ApA1iMNG V fy d v'i9n parame[ers and READ NO1ES ON Tf(5 N�D fNCLUDEO) TER FEFER�NCEP9fE M.II 493 BFFORb Unen {��'( Design�olid tor us o ly wiltrMRek co��ecfors fiu tl sign 6 bosetl nly opon pammeters sho�antl u f n tl viduol bvld ng c �npo �(��y��k qh�iiam oratlon of romponent¢respo b Itly o Cv Itling d s g e no�1mu tlesg e. B onng sho� qDP�icabiliryo(tlesg�paramafersantlpropernorp pmci to svresiaSlirytl � 9�°eerolguafancereoadnBO}„e bili of iF�e builtling designer.Fo'g � 818 Sountlside Roatl isialafem�suppoYOfin^tlNitl^al'wmc ooriNeweiOU5hac11o�ekthe��esPO�� �uartvnOUaliNCntenn,DSB-89mW�SRBa�ldingComponen Etlento¢NC2]932 � Q� I � � d � � �, _ > > �. o� o � � � � o m � a= I ` O m . Ea � . 'a ° � m � m„ c s� � `o_ 03 � C°� � mm a�.s:E c � mo � -o a a..m f � o -o ° o� £ :a „ a= �F° �� c„� � � a c� r E � � u p '�� c o a .n o o j � a d ` � v . 'o�a�w o 2 � � � �o w d II„u a . a � m o o m u o �? o W�q� .7 � N NO �. C�O n0 U VO O_ �O qN � `� _O � ,0 O Oz = A L O(� _� � I v � 7 �� �am � Q oati � `ooC �ti �c-° od `om` .� m oc a °`o g `o a� o '" �� a° � • 2 - am� m� co c � 3d °z un �d a� m . � Q ° �q n n u_° °�u `c �- `o ��C .` > o c o 5 >- m ° �.a� :a o c> a � o � m t n "u m p�t � — ° 3° ca �m oa m� ° '- oz �s �`o °iO c�O- -om a�im o o� � `o �. EE o� o V O 6 oip m�- m` o � ao 2- � �< � 3 � m Now oo`o pc a� -� . n` + � " � m c L U O om �ao'� m.o 5 �.� m o�c°n '3 `o E= r 01 bu�`m oa t� � °„' m= °' m � Ema� dm m � � L �� � C�O N O ...QO ~ s_4�i � U -p O O_ ��'O O p � D O O E ` T ] dj 'OK ,J � � O Q! _ � a- ` „�a o` « � -d= uoo oE `oo m�o c w � m � o �U �� m �-o ° b�° m � �"o � „� .m.� '^m o -oom t o�c � _ O j P'V� N � C"O tl �?� `S O o� O '^O N E D O O O � C U N�O � ].N R� _pD � O .'SD OON � Cl_OOl �- O'O '^ �- . C _ � � 7�' N �'Ol t O-.N ON C'. 4J O � ❑ E � � cd � `c �a o �wD o._ a'o Qai o ip ` O �" m°�5 �Oa a� um oa � v . m >.-. o._ o E od ..d dc d � m mm� co` °U o � a�o �� �amv � � �. � E � � m com o � � o - o 'r `m om E� F„� O y o_ 'u '^'s£ u�. om`x a °' mo „ c �z m� o_a = a� �� �u . a�� � °o o °od � a`_ mo � o � � 5am mo u`w._ � o-o � o .cm n:= �_ o �° m.� a oo c a`._ o ��` °—m` E � I q) ^ o a=�� E a �t m nr_ o �_°'> oo vt �a- a� � a'o ac r � o � ° _o � � oi a�._ >O � L O � rn � v>u m`� .�:o�� E do� a� � c � c� �� ,`� dm oo� u uo � � m a2� q_ � � b O j'O O O N O O d� � L.E O � �- N 3 E O 4 `J O p_c U � E N N � O m C O U � �d � b �- 3Ea Z� d�oo U a.00 o� �� ` �' ° 4o oa Eoa�i no ��m c °cQ o oPa�i ma� � » U �' u a._ ca o�a m � o oa m >�- ->no o�_ c �z ,— tL O ri v �n ,o n m rn o c�, ri � � U 00 = �do. � ON OQ " '_ _ _h ,- � P p � N QV�HJd�l L V 5'V� �n W c > � o a h� v � N a� �' �;, u 3 y c � Uw � � � � [7 9-CM �� Z t n �, �-- �o U Q 0 W o � w„ � = � �F- 3 � y Z Q � ' „ °� �p "' . � �- � � 3 U '�"5 UO \W w V N y ' � � r � ° a � w� w � v °" F m v+ � �� �n � W�- _ j m rn � �� a p A W N • � n m U �.� W Q V ^ � ( O _ U 1.� �° c` 3 � Z a ° � h Q M n I��l � W��E?' 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Os.� C x �` o �6 � p 6 m j a'Q C � �O � N.� � C <V � ��in O C S p`4 C j � � � � �ca.t o� � �, o Qa�� . c.4o � �-o � �w `o °� Z �a�, ta� . °�� =° � mm° ° ° y�° � ° � ° oo� E-oa� Q o�'�`o� c5 � � aa�i " � = m` ao� U ° 6`0 '_ .c � �9-o 40 °' ° . � � `mE° o �� � o:�.c o � �xa � .o�� a� oa� o � °�.o � � nam s��"L � 3u-oo` ' ��°�a`o � a�a `o`9 � ° , a - _ °-�°a� Eoo � � � � u�"uw°� � � a� E ` � cUO �v c � c N` O � C9 aooa� � o `o�m c a a� m tl ` . a�Q .n m.� o � � �� �`o v o a� �u o a;N u�� �°�"O�Oa? �°,o ,�°�°o ? � o �a o �� a�_o oo �� a3ocu °,` � � v�a� x o �au o� a �ho� Q o�� m ��' 3 �� � ° m_a Z a�i.� Eab vt. a� ��� � Na .�.c � aci V b�x� a a� `ooa� a�= oa�a �3 � Z Uooao =a ,� oaai * a��io �3m �3oa? � ��'ga � Q�`ou� oa�iap °om� � O f� I � C C7 S� O_� C � a� � �°U�� a� a = Q � g0 Z c .. � �`� p)� i7i U Q � C �. U C C � � � U o5 U ao � m_ �_ � � O � !y av b � m cz�om� � ° � 1 a �-U a � � h � (9 `- � Q i . o� F . X � Z �= � °� � � � Q Q � a w� � m aZ mN � Q Om Job Truss Truss Type Qry Pty E61]18B5 EA-98709 SPEC t t ORDERS J b R ( ( P� I) 7250 Ag252011MTkitl � 1 NtlOt'121303P2011Pge7 NVR Homes,X I�:ZZ6cyW lHOmk�foSWtW7LljzkwU-sTp090iUGW OWfUAvgsAaDdNCi i DbqJrgGG9�Wy�9oe 1F1-0 2}P4 3L3-8 3-2-2 i-10.15 &1145 ��� �.gq 0.11> 1db15 �-�-� �-��� - ' Scale=l:]8] Sz6� HD� �2 5 1] 3xi� 3x6�i 16 3x6� 3x8 G 6 q ] 3 3x6 i fivB i 2 a � �� . � a io s.s= �° ia �3 ie �z �� is za � Sx6= qxq- 3x8= 3x4 �I 3x6= 15 3$4 II e.00 iz 1S1Y8 161-0 2}]-1 31-3A 1-10q5 &it-15 �11-9 a -B ]-6-0 ]-g] 1-0045 ]44 Plate Offsets X : 5:0-3-4,0-2-8 LOADING(ps� SPACING 2-0-0 G51 DEFL in Qoc) I/defl' Ud PLATES GRIP TQ� 23�t Plales Increase 1.15 TC 078 Vert(LL) -0.07 8-10 >999 360 MT20 1971144 (GmundSnow=30.0) Lumberincrease 1.15 BC 0.37 Vert(fL) -020 8-t0 >807 Z40 TCDL ���� RepStresslncr VES W8 0.63 Horz(TL) 0.02 8 n/a nla BCLL o� � CodeIRC2009(TPI2007 (Malnx) Wintl(LL) 0.�0 8-t0 >999 240 Weight1631b FT=S% BCDL t0.0 LUMBER BRACING TOP CHORD 2 X 4 SVP No2 TOP CHORD StmcNral wooc shea�hing directly applied or 5-10-1 oc pudins, excep[ end verticals. BOT CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling directly applied or fi-0-0 oc bracing. WEBS 2X4SPFStud'ExcepY �yEgg � Rowatmidpt 4-11.5-�1•7-�� 5-17:2 X 4 SYP No.3 or SPF No2 W EDGE MiTek recommends that Slabilizers�and required cross b2cing RighT.2 X 4 SPF Stud be insialled during truss ereclion,in accordance with S�abllizer Installation uide. REACTIONS�(INsize) 1=390/03-8 (min.04-8),-t1=1701103-8 (min.0-2-2),8=46110-3-8 (min.0-1-8) � Max Ho27=439(LC 7) Max Upllftl=-105(LC 9),71=-566(LC 9),8=225(LC 10) Max Grav1=500(LC 14),11=1779(LC2),8=568(LC 15) FORCES (Ibj-MaximumCompression/Maximum.Tension TOP CHORD b15=-30119,b2=-1048/310,23=-453/98,3-0=-224/123,4-16=-105/284,5-16=-761499,5-17=21502,6-77=-6/358, fi-7=-291277.7-8=541/170.8-9=4f27 . 10-t9=-76/346. 80T CHORD 1 4-1 5=2114 2.t3.14=-0711866.13-t8=234/381,12-18=-234i381,11-12=-234/381.t1d9=-i6/346. „`}.�:,.i;':I;,r��: 10-20=-16I346,8-20=16/346 ' WEBS 1-14=-067/897.2.14=0236,2-13=-619/429.4-13=0/359.4-11=-7�3/434,5-it=-849/241.7-11=7t5/446.7-t0=01334 ,,,1'�;'�,. �;fF4}-)��/�ll' �.�. ;.., .... _ - �� /� JOINTSTRESSINDEX g_p,39,8=0�.00,10=026,11 =0.64,12=0.27-,13=0,40',142U.32�and'.t5;�026i;r-.. V"�.''r„ 1.=020,2=D.48,3=055,4=D.48,5=0.4fi,6=0.80,7=0.48, �o �;) �. J_ '- ;; ..�`: - �z' , NOTES (14-15) ' ' i)W ind:ASCE 7-05;120mph;TCDL=6.Dpsf;BCDL=6.Opsf;h=25ft;Cal II;Fxp B;enclosed;MW FRS(low-rise)gable end zone and C'C ' i -�:`���5 � _ 6cteribr(2)zone;can[ilever left and nght exposed;C-C for members and forces&MW FRS for reactions shown;W mher DOL-1 60 - -��: - .,�.���i _ � � l pfate grip DOL=1.60 •" � 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=23.1 psf(roof snowj;Ca[egory II;Eep 8;Partially Exp.;CI=1:7 ^���':, / �.���,;�� F- 3)Roof design snow load hasbeen reduced to account for slope. Q� 4)Unbalanced snow loads have 6een considered for Nis desgn. �% r `..���----"' 5)This truss has been desi9ned for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs ' � 'I' - } 1 noo-concurrent with other live loads. � b)This truss has been designed for basic loatl wmbina[ions,whlch Include wses with.reducfions for muiliple wncurrent iive loads._��.y 7)This truss has been designed for a 10.0 psf bottom chord live load nonconarrent wiN any o[her live loads. — 6r-.,_�a.. 8)'This truss has been desi9ned for a��llve load of 20.Opsf on the bottom chord in�allareas where a rectangle 3-6-0 fall by 2-0-0 wide will ft between the 6ottom chord and any other members,wi[h�BCDL=tO.Opsf. 9�Bearin9 at joint(s)7 considere parallel to grain value using ANSI/iPl t angle to.grain fortnula. Building designer should verify rapaciry of bearing surface. �E� � � 2��`� Con[inued on pa9e Z . '_ •. . . _. � . . . �. .. 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C�_U � P _ I I o 0 N � o � Q a ' ° 3 t�- X � Z �� '�s y � � a �' � a � = m� " °- g m � Z m� - Q om Job Truss Truss Type �ty Pty E8171885 SPEC � � OR�EftS EA'88�09 Job Reference o tional 7 250�s Aug 25 2011 MiTek Industries,Inc. W etl Oct 12 13:03:'17 2011 Page 2 NVR Homes,X ID:ZZ6cyWlHDmkQfoSWIW�LfjzkwPJ-sTp090iUGWOWfUAVgsAaDdNc110bqJrgGG9hWyU9oe NoTES (1415) 10)Provide mechanical connection(by others)of Wss to beanng plate capable of withstandin9 1051b upllft aljoinLi,5661b uplift aljoint 11 and 2251b uplift at joint . 11)This truss Is designed in accordance with the 20091ntemational Residenlial Code sections R502.11.1 and R602.t02 and referenced slandard ANSIlTPI 7. 12)"Semi-rigid pilchbreaks with fxed heels"Member end fi�ty model was used in the analysis and design of lhis tmss. 13)Gap behveen inside of.top chord bearing and frsl diagonal or vedical web shall not exceed O.SOOin. i4)Oesigns checked�for ASCE 7-05 wind at 120 mph,wind reactions x Q56 will adjust wind load reacfion to a speed of 90 mph(0.69 for 100 mph and 0.84 for 110 mph).All other coeffcients remain the same as shown. 15)SPF No2 and SYP No3 can be sUbstituled for SPF Stud Grade malenat(ROOf trusses only). 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Z �- � �- a a� � � ° o m .c�- o� a a5 5. a °-o E o c.,o o� .-o o _ i4- . , � � �- 3 V` c.QOw �=� c aohUO�a� � � _ o ao z .. �Uco��. �u � Q M�e o � U �° -° m°>a-�p�o � V •- a ° °an��5�5^ 0 ^ p � o � N � m oz�omc�-c� � � � � �� N � "� U �y� .. �r Q S � . � �'p ~ �-{ W C Za P .. Y 1 n a y f' Q J� OJ_ � Q W V `� m v� � J m CQ �O] Job Tmss TmssTY�e Q�Y P�y E67�1886 ORDERS EA-987�0 SPEC > > Job Referenw o �ional NVR Homes,X 7250 s Aug 25 2�'11 MiTek Intlusities,Inc. Wed Ocl 72 13:03:19 20t 1 Page 1 � � ID:ZZ6ryW tH�mkofo5 W tW 7LfjzkvnU-orw8aijkoltEvnKHnGD212SztlqvFl�ZZkaeoZOyU9oc 3t3-8 .�io-is �-i-� �-t-i � aiu � ssi�z � �sz xe-s o.sey 3z.�-uz 0.f1i Scale=1:]8.9 4x8 Q 800 �Z 5 3x4 II 6 25 4x8 O 3x6 6 24 3xfi O 3x6 i � a e 3 4x4 Q 9 3xfi�i 4x6= 6x8 i 2 ' 10 11 � �o lo ' � � 16 15 1 f 6z12= ]o ' 21 p 26 �q �g 3x4 II 4xB II 13 Sx6= ex4= 3x8= 3x4 I I 3'4= �xt�_ 22 4x6= 3x4 I I 8.0� 12 3x4= 163-0 2&11< 313b 1-10.15 B-11�15 15�11A 16 -0 31-51$ 369�0 3&.�5 30.58 1.ID-15 �]4.1 F119 0..83.td S3-R 1]92 b0.0 »-0 L-0 O.t-13 Pia�a Offse�s�X,Y: 5:�-S�42-0 14:0-2-4,0-0-0 LOADING(ps� SPAGING 2-0-0 G51 DEFL In Qoc) I/defl Ud PLATES GRIP TCLL 23.7 p�ates increase 7.15 TC 071 Vert(LL) -O.Ofi 20-21 >999 360 MT20 197/144 (Gmund Snow=30.0) Lumber Increase 1.15 BC 036 Ved(TL) -0.75 20d1 >999 240 TC�L t0.0 RepSGesslncr YES WB 0.61 Hoa(TL) 0.�4 11 n/a n/a BCLL ��o � CodeIRC2009/TPI2007 (Ma�rix) Wind(LL) 0.0320-21 >999 240 WeigM:1991b FT=S% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SYP Na2 TOP CHORD Stmctural wood sheathing directly applied or 6-0-0 oc pudins, excepl BOT CHORD 2 X 4 SYP No2'Excapt' end verticals. 6-1&2 X 4 SPF Stud, 1 L13:2 X 6 SYP No2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brecing. Except: W EBS 2 X 4 SPF Stud'ExcepC i Row al midp� 6-17 5-19:2 X 4 SYP No3 or SPF No2 W EBS 1 Row at midp� 4-19,5-19 MiTek recommends that Stabilizers�and required cross bracing be instalied dunng Imss erection,in acwrdance with Stabilizer Installation uide. REACTIONS (Ib/size) 1=3t5/0-3-8 (min.0-1-8),11=317/0-3-8 (min.0-1-8),19=1788/03-8 (min.0-26) Max Hoa1=�138(LC 7) Max Uplift1=99(LC 9), 11=-199(LC 10),19=-578(LC 9) Max Grov1=442(LC 14),1�=435(LC 15),�9=1997(LC2) PORCES (Ib)-MaximumCompression/MaximumTension TOP CHORD 1-22=-291t7,1-2=936I286,&3=-346/134,3-4=,123206,4-2h=-69/458;5-24=-42/692,5-6=01540,6-25=-341590, 7-25=381492.7-8=-571409.8-9=-0fi0/239.9-10=-814/197,10-ll=�440/175,11-12=0/31 BOT CHORD 2b22=-24l4t.20-21=549(776,20-26=-301/406,19-26=-301/406,18-19=-55/0,17-t8=-48/0,8-17=-3fi9/260, t6-17=-811216,t5-16=81216,14-t5=25/350,t0-14=0/242.t3-14=-99l482.N-t3=59/317 WE85 b21=545/808,2-21=0/226,2-20=605/429,4-20=0/363.4-19=-708/432.5-19=-1794/217,17-19=-535/554, ..'�1��"il�:'lil/// . � 5-17=177/504,8-17=536/309,8-16=0207�,9-15=264/192,8-15=-2071424,t0-13=-310/99,9-t4=-56/386 .•� �.,TF? /�!!, -��..<� �' . � r�t,�'!i/ JOMT STRESS INDEX �� �,:� - ` �'� 1=0.18,2=0.48;3=0.83,4=0.48,5=0.93,6=027,7=0.16,8=0.69,9=0.64,10=0.67,1 t=O.t 3,13=0J2,13=0.00,14=;0.53;-74.i Q�30,�1 S-Qy54.,16�^026,17 =0.56,18=026,19=0.64,20=0.40,21=033,22=026and23=026 - . NOTES (14-15) „` �ryJl,�`SJ ^ ` 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf{BCDL=6.Opsf;h=25ft;CaL II;Exp 6;enclosed;MWFRS Qow-rise)gable end zone and C G -Z+ -_-r� .;;t �-u _ EMerior(2)zone;cantilever IeR and.right exposed C-0 for members and fomes&MW FRS for reactions shown;Wmber DOL=1 60 � �1 ` plate grip DOL=1.60 ���:-1 i'.-y � � --� 2)TCLI:ASCE 7-05;Pg=30.0 psf(gmund snow);Ps=23.1 psf(roof snow);Wtegory II;6cp B;Padially Exp.;q=1.1 �.•- � ,, ` ^ 3)Roof design snow load has been reduced.to account for slope. - � � 4)Unhalanced snow Ioads have been considered for Ihis design. ,^.�'�, V 5)This Uuss has been designed for grealer oF min roof live load of 16.0 psf or 1.00 times flat roof load of 23.1 psf on overhangs non-concurrenfwith otherliveloads. 6)This[russ has been designed.for basic load combinations,which include cases with ieductions for multiple concurrent live loads. , 7)This truss has been designed for a 10.0 psf bottom chord live load nonwncunenl wilh any other live loads. Continued on page 2 FFg � � L�1� �A WAAMNG�Venfy design pamme[ers antl AEAD NOTES ONTHfS AhD iNCLUCSD MIT..I�P.EFEREIiCE FACLAII SSi3 3 F02E tiSE, fSL'3.�'°IENGMEEPING 6Y lY41[i����� Design�alitllo[useoNywJhPMlekco�neclorsTh¢tlevan¢bosedonlyopor pammetez 40 .a 'IZfaa ' d� tlo Ibuin g[omGOnent. Appfmbiliryoftlezqnpommetersontlpropernm�pomfonolcemponent'sresponsblty tb 13ngdesigr�r notvusstleagn rBo ng>hovm � is for Ioteral sopport of indrvitluol web mem0ers only.Atltlhoml iempomry broc n�io'ns re stobiliN tlunng conzfiuction h th porui II N oi lt�e� � n miTek nXlilate erenrn. Adtlifional pertnanenl bracing o(ttre ovemlfsfrucWre'rs ihe responzibiliry of the Cuildin5 designer.Por general gvitlance regoryng loblmfion,quoli!y conirol zforage,tlelivery,erecYion an�Wacing,corssolt ANSI/iPli QoafM Crileria,�SB-89 ontl BCStl Bu0din9 Component 018 Sountlsitle Roatl Salety Informofion available from irvsz Plo�e Insfifiil=.]Bl�'.N.Lee Sfreet Soite 312.Nexantlna,VA 22314. _ _ Etlenton,NC 2]932 _ _ � 6'S � � � � E � s N . ? 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K �,` _ . . `p. �0�� .5�.- � ��U O NO . p �� �n OC� 04G � N2 ' � � m � a� c N ou�� . �:4.o mZ'Q� �` °� m o c E_ � �-°t a�o s`_o � m�OO oa�i °� ��� °� ° oo `o�o Z c� o.- '- � " s N � '^ N `"� a� oo�� �U _ �- � C�w� 0 C� No C ���o m� t p,UC O '^ p��SO2 F 'o� � o� . oo �� mE'- o �;i, 3uaa 2cr o a �o.a� oa�°i `o E °oa� � o °__°�. 4u �— � � °�'u�"_mm w a o� � o a�._� . � �-o o T o 0 0 �'�4 -o 0 0 �� „ Z � co �, `c,� N � uo � c c 4 0 � �uom"" u � ��m c� ai . �`tl ? � � a a � '�^ ° a O 4.� a~i � �� °� ma3 0 � � °��`- o ao.oQ , . `os _ o-o ` o � o -o 0o s � oo> a No �ao. o `o � °�'m Q. a ���' � 3 �-°�° o�� O Q � " c >,��. x o � a� �� >y � E � c ��- . p �� � o�°' `o.Q-o � o �m °'aa � � a� �` � ❑ v � �— a� U o x 5 � o 0 0 `m u a o 0 3 � m��.� nc o -a � �� = 'c a�`a� a� o �°� aa uQ`uE oc ��� °m� a U o�o¢ a i °a a� � m ° '� w ��- o s a >>.E� 'a � a � c°U�°� a� V1 Oz ��- i- � , a � �- 3 . C9 590- S�-� C � OON �Op�� � a ' C(J C C � �_ _ o c a U v .4 �.or°���o � � `= M° ° ' Q ° paa� � ''- ° U P = `o � � Dz�omC9-U � O L I ! o O <n ��/ � 6 � � � �S 3a /� a Z d 2 '�q ~ � 3� F � � H a .. �'a � � � d � � Q jN OJ� � p�N � J � � � �m _. I Oty Py E6�]1886 Job Tmss Truss Type ' �9B710 SPEC 1 Job Reterence o tional Inc. Wetl Oct 12 13:03'.19 2011 Page 2 ORDERS 7250 s Aug 25 2411 MTek IntlusUies, NVR Nomes,X ID'.ZZ6cyWtHDmkQfoSW[W7LljzkwN-orv+eaijko7tEvnKNn6�92SzdqvFlDZzkaeoZOyU9oc NOTES (14-15j 8)'This Wss has been designed for a Ilve load of 20.Opsf on!he bottom chord.in all areas where a reclan9le 3-6-0 lall by 2-0-0 wide will fit behveen the bottom chord an any other members,wlth BCDL=10.Opsf. late ca able of withstanding g9 Ib uplift at joint 1,199 Ib upI1R at joinl 11 and 5781b uplift at joint 79. 9)Bearin9 at joint(s)1 considers paraliel to grain value using ANSIlTPI 1 angle Io 9rain fortnula. Building designer should verih'capacity of beanng su ace. 10)Provide mechanical connection(6y others)of truss to bearing p P ip)TSemi r 9idspilch6re ks wiI�xed�he s�ihMem6e�r entl fiztylm del was used'n Ne analys s and design ofd R802.502 and referenced standard AN51(� . 13)Gap between inside of lop chord bearin9 and frst diagonal or veNCZI web shall not exceed O.SOOin. 14)Designs checked Tor ASCE 7-OS wintl al 120 mph,wind reaclions x 0.56 will adjust wind load reaction to a speed of 90 mph(0.69 for 100 mph and 0.84 for 710 mph).All other�coefficienis remain Ihe same as shown. 75)SPF No2 and SYP No.3 can be substitNed for SPFSWd Grade material(Roof Wsses only). LOAD GASE(S) Standafd - . �� � - �ENGINEEPIN��� A WAkA�NG-0 'fytlesi9nParnme�ertnndRRA➢NOT55ONTHISANDfbCltlDOlS( EdAEFEA£f�an^dNid IbUItlIH'�FO�P�n¢nt.. q I � ^ 51ry ot bu Id g de 9 ar-not huss tl s9ner Bwc g snown I 6� q�MiTeh Afllbate De�gn vafd foNSa only�th M1ek connectors co�porahon of�mPO^e°�n respo � v e tobl N dunng oruhvdlon' ihe e po s bIIM oi tbe qpplicobifN al d sgn PoroA elers a�n menb rs only.,Atldi�ionol fempaory b ocing i�ne bvldnc des gne:.Po_9e^�^°9 b ce rego de9nent 818 5 u d Itle Road i � . . . .� � � � � � _ � , v > ? a m ��'a � o �� � m � a- � o oim v` v � v ' ma ' m m� m„ �. 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Wed Oct 1213:�3-20 2011 Page i NVR Homes,X ID:Zz6cyJJlHDmk�fo5W�W7LIjzkwiV-G2UWn1kMZM5XrvTL_kHrP?GtlEE3'IgVyENL5qyU9ob az-z.i� 10.3.2 161-0 iBdD 33.S1I 3838 239-0 313�d 1-16t5 61J 42A 59-9 2.]-0 IAR � L9-4 fE-0 1EU 11 �qo-is �-x+ Sale=1]9.9 4x8� s 000 12 3x4 II ] 25 3z6 i 24 3x6 Q 3xfi i 5 g 3x6'�J 9 4x4 O 4 3x6 Q 3 �� 3n6� 3z4 II 11 fiz8 i 2 12 � 0 1] �� �I° 16 15 . : � ° fixi2= � ` a 19 �B axa= Sxfi= �q5x6= 21 2� 26 3x4 I� 3x4= � 6x12= 3x4= 3xB= 3x4 I I 6x8= 22 . 3x4 II 8 00 12 1-tU�15 10.Y9 iS112 161AIBA-0 33312 2B3A 249.BT.9-e 416i5 BA.9 SB-1 0.-82.)L 49-I1 4.9-I3 1fi-� lE-0 Pla'e Offsels X,V: 6:0-5-1 0-2-0 LOADING s G51 �EFL in Qoc) Vtletl Ud PLATES GRIP �P � SPACING 2-0-0 TCLL Z3.� plates Increase L15 TC 0.50 Vert(LL) -0.71 20-21 >999 360 MT20 19?l14 (Ground Snow=30.0) Wmber Increase 1.15 BC 0.39 VeR(TL) -029 20-2t >652 240 TCDL �0�� RepStresslncr YES WB 4.61 Horz(TL) 0.04 12 n/a nla BCLL �� � Code IRC2009/TPI2D07 (Matrix) W ind(LL) 0.03 20-27 >999 240 Weight:199 Ib FT=5% eco� io.o gRAGiNG W MBER TOP CHORD StrucNral wood sheathing directly applied or 6-0-0 oc pudins, except TOP CHORD 2 X 4 SYP No2 end verticals. . BOT CHORD 2 X 4 SYP No2`ExcepC BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing..EzcepC 7-18:2 X 4 SPF Stud �Row at midpt �-�7 WEBS 2 X 4 SPF SWd'ExcepC W Egg 7 Row at midpt 5-19,6-19 � 6-19:2 X 4 SYP No.3 or SPF No.2 MiTek recommends Ihat Stabilizers antl required cross bracin9 WEDGE be installed during�truss erection,in accordance with Sta6ilizer Right:2X4.SPF5tud Insiallation uide. REACTIONS Qblsize) 1=340/0-3-8 (min.0-1-8),12=34910-3-8(min.0-1-8),7 9=1 7 33103-8 (min.0-2-4) Max Horz7=-439(LC 7) Max Upliftl=-106(LC 9j,72=-ZOB(LC 70), 79=-563(LC 9) Max Grav1=461(LC 14),12=473(LC 15),19=7926(LC 2) FORCES Qb)-Maximum Compression/Maximum Tension TOPCHORD 7-25 1�I4708-253331386,&9�117?1369-10a277119,10-61/t982fi2033Z412=508/139172i13=0128/440, BOT CHORD 21-22=-10148.20-21=358/441.20-26=2391362.19-26=-239/362.te-19=-2319,t7-78=10/t8.7-17=340/246, 16-17=-441198,15-16=100/657.14-15=-53/385.12-14=-48/341 i. WEBS b21=-028f/02.2-21=183/209.3-21=-224/514.3-20=308/261,5-20=-691418,54 9=-668138 0.6-19=1189/222, ,'.\,;\\���' 'r }'��lf;�:, 8-16=0/3t1,10-16=-51?I245.1&t5=0/246.iY15=-55/371: `' S,:'L � '::.,, 17-19=-476/SOt,6-07=222/585.8-17=523/300, ,{?��-�{�".. ��.; . -_ t1-14=49t/38 � �.". CJ�'7(�.'�.- 16.. .�. � O � JOINT STRESS INDEX 1=0.18,2=026;3=0.46.4=0.12,.5=0.48.6=0.65.7=026,8=0.48,9=021.10=0:48,11=0.48.t2=�.39,12=0001d 052;�d 000 t5"�OFt 1�51126.t6 =0.43,17=0.69.18=026.19=0.64.20=0.54.21=0.3q22�=026and23=0.26 - , , tf�fC:,��;1zr�.5 : C., _ � �= ..y ..,c C.c : �� ' NOTES (74-15)� - '- 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h45ft;Cat II;Exp B;endosed;MW FRS(low-rise)gable end zone and'C G` �� ' '� P 6Aerior(2)zone;cantilever left and right exposed;C-C for members and forces&MW FRS tor reactions shown;Lumber DOl 1 60 � Tr t ;`-' � . .: � plate grip DOL=1.60 `� � .� � � j 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=23.t Fsf(roof snow);Ca�e9ory II;Exp B;Partiaity Exp.;Ct=1.t �� .,,..��„� ?)Roof designsnow loatl has been reduced�to acmunt for s!ope. 4)Unhalanced snow loads have been cronsidered for thls design. 5)This Iruss has been designed for greater of min roof live load of 76.0 psf or t.00 times Flat roof load of 23'.1 psf on overhangs non-concurtent with oNer live loads. . 6)This truss has been designed for basic load mmbinations,which include cases with reduc�ions for mNtiple concurtent live loads. Co Imued on page 2 n designed#or a 10.0 psf boltom chord live load nonconcurtent with any other live loads. ��� O � nQ�ry t � - � � � ENGIN-EPINGBV�� A {ppRNING�VeriJy des�4n p¢ [e,s and REhD N(ITES ON,TXIS AFD MCLUDE➢AfITEF eZ-FEP.ENCE PAGE MIF'° 3 8 �'�U°E' g�S�yyy���@@@ 9 �eni. J�'jy�:�p���77�y�ryryry . n 1 in.a dea ne�B oan9 sM1Own ��'">°"q MiTek qn�llate Des gn vof tl Yo e nly.wth Id1ek co ecrors IDis tles gn�s bos^a onry upon pa omet rs shown tl'u� ar d' dool bNtlin compo. I� qpplicobLtyoftle�anPO�ome:ers�ntlMoPernc �Pmfionfcom�ne 6�CAnsibftyofboldngtlesi9e 9 '�lor latemi suppori �lndl-tlovl eti m mbers o ly Adtlfioml fempo ary bf� ng ro i ur st o'Iry tivr�g�nzfrvction isMe pons olfM ot f�e erec�o�. 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J � I� Q � � �_ - pe Q W �O � O]� d m C Q �m Q�y Ply E6�71887 Job Truss TmssType ' EA98��� SPEC � JoOReierence o [ional ORDERS '/.p50 s Aug 25 2071 MiTek IntlusUies,Ina W etl Oct 12 13-.0320 201t Page 2 NVR Homes,X ID:Zz6cyW�HDmkafo5WlW7LljzkwiV-G2l1W�ikMZRnSXrvTL_kHrF?CdEE31gVyENL5qyU9ob NOTES (74-15) 8)'This truss has been desi9ned for a live load of 20.Opsf on the botlom chord in all areas where a'reclan9le 3-6-0 tall by 2-0-0 wide will f[tiehveen the bottom chord an any other members,with BCDL=10.Opsf. 9)Bearing at joint(s)1 considers parallel to 9rain value using ANSIlTPI 1 an91e to grain formula. Building desi9ner should verify wpacity of bearing su ace. 1�1)Thislt�msesdes9nledinacoodaocewthihe 0091nteinationalResdentialCOdehsectioln9R502.�i7.P11iand�R802.1Q2andPeer�enoedstandard6ANSllTPl�tjointl9.. �p)"Semi-ngid pitchbreaks with fixed heels'Member end fxily model was used in Ihe analys�s and design of thistruss. t3)Gap belween inside of top chord bearing and Frst diagonal or vedical web shall not exceed O.SOOin. 14)Designs checked for ASCE 7-OS wind at 120 mph,wind reactions x 0.56 will adjust wind load'reaction lo a speed of 90 mph(0.69 for 100 mph and 0.84 for110 mph).All other coefficients remain the same as shown. 15)SPF No2 and SYP No3 can be substiMed for SPF Stud Grade material(ROOf Wsses only). LOAD CASE(S) Standard _ .. -. �' ' � . �E{l G E��'�J� A WAAMNG l'erify des9n pernmecer¢¢nQ P.E90 NOTES Ol�THIS SY➢IA'CLL� O1�T '�F �N�p�G � 4 3 B��Om OnEn� � I ^^. 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Q � m - n' J m D Z m�n C Q �m i ' ' pry Ply Job Truss Truss Type i �q 98��2 qTTIC � Job Reference o tional ORDERS �,qgp s Aug 25 2011 MiTek Industnes,Inc. ihu Oct 73 08:59:47 20�1 Page 1 NVR Homes,X ID Zz6cyWwDmk�fo5WlW7Lfjzkwi✓-77iXdybSeYBuGXSeSn?RFhi8a00DMjDXtdNQUCSyTUGw �e-0 g.ip.p 9.11-12 12-10.0 �3-1'12Z i35-5 '0-6 B 3.g.q ' &1-12� 34-02 2-�� Scale=l']19 6x9= 3xB- 6x6= y 24 5 25 6 Byg/� Bx8 J 12.00 12 � 3c4 II 3 3x4 II 18 20 19 0 Z 4x6 II 3x6 II 4x6 II p3 22 3z4�� 3xd/� �� � 4x8 O 6xi2// � 9 i6 a x6= � 21 12 �� 10 � 15 14 13 6z8= tOx12= 3x6 II 3x6 �I �Ox12= 6x6= 15-1142 19-11-8 3�-0 123-8 3-11-12 3-e-0 Plate Offsets x Y1 f1 0 3 4 0 3 0� �3 0 4-0 0 3 4� [4'0-5 8 C-3-01 [6'0-3-8 0-3-0�, '0-4-0,03-4, 11'.03-8,0-7-0, 13:0-3-8,0-7-4. 14:0-0-7,0-6-P�TES GRIP' DEFL in Qoc) Ildefl Ud LOADWG (ps� SPACING z'�'� �S� MT2� �g7�44 TC 022 Veri(LL) -O.t211-t3 >999 360 TCLL z����� Plateslnaease ���5 gC Q50 Vert(TL) � -���6 >t"t3 �999 240 (GroundSnovr-30.0) Lumberincrease ���5 WB 0.43 Ho¢(TL) 0.01 �� 999 Zq� Weight2271b FT=S% TCDL ���� - RepSlresslncr YES Matrix) Wind(LL) 0.0611-13 gCLL ��� � Code IRC2009lTPI2007 ( BCDL ��� BRAGING LtlMBER TOPCHORD SWCWralwoodshea[hing.directlyappliedor6-0-Oocpudlns, 70P CHORD 2 X 6 SYP No2 except end veRicais,and 2-D-0 oc pudins(6-0-0 max.):4-6. BOT CHORD Rigid ceiling dlrectly appNed or 10-0-0 oc bracing. BOT CHORD 2 X 10 SYP No2 �grace at Jt(s):20 WEBS 2 X4 SPF Stud'ExcepY ,701NTS g.��_�q g_�0:2 X 6 SYP Na.2 OTHERS 2 X 4 SPF Siud . �REACTIONS (Iblsize) t0=110310-3-8 (mim.-0-1-9),.2�=>>5��a"�"�z (mirt�-�-0) Max Hoa 21=-410(LC 7) Max Uplift 10=145(LC 9),21=-1831�C 9) MaxGrav 10=t348(LC22),2t=t370(LC22J FORCES Qb)-Maximum Comp�ession/Maximum Tension �.g=_g341370,&23=-83fi229. TOP CHORD 9-23=105?1218,24-21=8324/2gi2t3217966381298,9 10!14 4711 9 0 74-P/43 5221273,5-24=-519/273,5-25=528245, 6-25=-5331245 BOT CHORD 14-75=010,73.t4=-354/393,12-13=-Z07i623,11-12=2071623,70-71=-36 3-t 8=-524287.1&20=-022/425.19-20=�42?J425.7-t9=-St 31263.13-16=-294/360.2-06=-2 681304.1 L17=-308/357, WEBS 7q7=A8195;4'18='111234.fi-t9=-1t5244.5-20=0129.5-18=-3532t8,5-19=-3511209 y`{il�l+Ilji.�, B-17=-317276,3 9-115 8 2 34/e36 .,��\1`, .����• ,�-�s=-�asno�a. .. STR<}' �', Wt..11;Exp B;endosed;M`NFRS Qow-rise)gable end zone and �';�`''�.•S��`4" ��!Fr �� NOTES (1&19) ` � .�C:l !���'•, �!: -, - 1)W Ind:ASCE 7-05;t20mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft; �`� ., = C-C E#enor(2)zone;cantilever IeR and right exposed;end veRiral tighl exposed;C-C for members and forces&MWFRS or � �/ ` II;Exp B Partially' .? reaciions shown;Lumber.DOL=1 60 pla[e grip DOL=1.60 • �f,y���� Zi�' �' m � 2)°TCLL:ASCE 7-OS;�Pg=30.0 psf(ground snow);Ps=�anes(min.roof snovr20.0 ps�see load cases;Ca[egory , � Exp.;CY-t.1,W=50-0-D;IBC 1607.11 2 minimum roof live load applied where required. _ -G TM1,i r� .-. � . . r � ' 3)ROOf design snow load has been reduced to account for slope. ,, � 4)Unbalanced snow loads have been considered for Ihis design. _ � �, 5)This wss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads .!C a . ,,�1� ;.� � 6)Provide adequate drainage lo prevwtwater ponding. L p._ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` �J 8)'Thls truss has been designed for a live load of 20.Opsf on the bottom chortl In all areas where a rectangie 3-6-01aliby 2-0 0 wide will fit between the bottom oo memberns�2-3,7 8 3b18,18-2�.i9-2��7-�9 6ed onl to room.71-13 9)Ceilin9 dead load(SA.ps� � �� - 10)Bottom chord live load(40.0 psfl and addltional boHOm chord dead load(D 0 ps�app� Y 1 t)Bearing at joini(s)21 considers parallel l0 9rain value usin9 ANSIlTPI'I angle to grain fortnula. Buildin9 designer should verify �E� � � 2Qti2 capacity of bearin9�sudace. 12)Provide mechanical connection(by others)of[mss to bearing p�ate atjoint(s)21. 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LOAD CASE(5) . 7)Snow:Wmber Increase=1.15,Plate Increase=1.15 UniFOrm Loads(pi� Vert:1-2=50,23=-60,3-0=-50,6-7=50,7-8=60,8-9=-50,14-15=55,13-14=-20,11-13=-80,10-07=-20,3-7=-10,4-6=55 2)Snow Only Lumber Increase=1.75,Plale Increase=1.15 Uniform Loatls(pl� VeR:1-2=-60,2-3=-70,3-4=-60,6-7=-60,7-8=-70,8-9=-60, 74-75=-6fi, 7044=20,3-7=10,4-6=66 3)11nbal.Snow-LeR Wmber Increase=7.15,Plate Increase=t.15 � Uniform Loads(pl� Vert:1.2=-50.23=-60.3-4=-61,6-7=28,7-8='38,8-9=28.14-15=-55.13-14=-20.�1-13=-80,10-11=-20,3-7='10.4-6= 4)UnbaLSnow-Right:Wmber Increase=tl5,Plate Increase=7.15 lJnifortn Loads(pl� Vert:�1�-2='26,2-3=38,3-4=-28,6-7='S0,7-8='60,8-9=-50,14-15=30.13-14=-20.11-13=-80,10-11=40.3-7=10.4-24=-64.6-24=-55 5)IBC BC live:Lumber Increase=125,Plate Increase=125 � Uniform'Loads(pl� Vert:1-2=20.23=30.3-4=20,6'7='20.7-8=30.8-3='20.14-15=-20.13-14=-40, 1Y-13=20,t0-11=-00.3-7=-10,4-6=2 6)C-C Wind:Lumber Increase=1.60,Pla[e Increase=1.60 Uniform Loads(pl� Verli 1-2=40.2-3=34.�3-4=40.6-7=40.7-8=34.8-9=40.14-15=54,10.t4=12.3'7=-6,4-6=44 Horz:L4=52.6-9=52,9-10=47 Dra9:4-5=1,5-6=1 �)MWFRS Wind Left:Lumber Increase=7.60,Plate Increase=1.60 Unifortn Loads(pl� Vert: 1-2=-77,2-3=23.3-4=17.6-7=25.7-8=19,8-9=25,14-15=78.10-14=-12,3'7=6,4-6=53 Horz:i-4=5,6-9=37,9-1�=34 D2g:4-5=-1,5-6=1 8J MWFRS Wind Right:Wmber Increase=t.60,Platelncrease=1.60 Uniform Loads(pl� Vert:b2=25.23=19.3-0=25.6-7=-t7.7-8=23.8-9=-t7.14d5=15.10-14=12.3'7='6.4-6=53 Ho2 1-4=37,6-9=-5,9-10=-26 Dra9:4-5=-1,5-6=1 - 9)MWFRS tst Wind ParalleC Wmber Increase=1.60,Plate Increase=1.60 Uniform Loads(pifl VeA:1-2=43,2-3=37.3-4=43.6-7=26,7-8=20.8-9=26..14-15=65,10-14=12.3-7=6,4-6=26 Horz:1-4=55,6-9=38,9-10=28 Drag:4-5=1,5-6=1 10)MW FRS 2nd W ind Parallel:Lumber Increase=l.6D,Plate Increase=1.60 Uniform Loads(pl� VeR:1-2=26,23=20,3-4=26,6-7=43.7-6=37,8-9=43.14-15=18.10-14=-t2.3-7=-6•4-8=26 Horz:i-4=-38',6-9=55,9-1048 Drag:4-5=1,5-6=1 tt)MWFRS 3rd Wind Pa217eC Lum6er Increase=1.60,Plate Increase=7.60� Uniform Loads(pl� Vert:1-2='19.2-3=t3.3-0=19.6-7=12.7-8=6.8-9=12,1445=41.10-14=-12,3-7=-6.4-6=12 Ho2 1-4=-31.6-944;9-10=28 Drag�4-5=-0,5-6=0 12)MW FRS 41h Wlnd Parallel:Lumber Increase=t.60,Plate Increase=l 60 Uniform Loads(pl� VeR:1�2=12,2-3=6.3-4=12.6-7=19,7-8=13.8-9=19,14-15=4.10-14=-72,3-7=-6,4-6=12 �Hom 1-4=-24,6-9=31,9-10=28 Drag:4-5=-0,5-6=0 13)Attic Floor Lumber Increase=1.00,Plate increase=t.00 Uniform Loads(pl� Vert:1-2=2Q 23=30,3-4=20,6-7=20,�-8=-30,8-9=-20,13-15=20,17-13=-100,10-t 1=-20.3-7=10,4-6=-20 74)Unbal.Snow Only-Left:Wmber�ncrease=1.15,Plate Increase=l.t5 Uniform Loads(pl� VeA:1-2=-60,23=70.3-4=-74.6'7=31.7-8=41.8-9=-31.14-15=-66.10-14=-20,3-7=-70.4-6=$6 15)Unbal.Snow Only-Rlght:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl� Vert:1-2=31,&3=-01.3-0=31,6-7=-60,7'8=-70,5'B='60,14-15=34,10-14=-20,3'7='t0,4-24=-79,6-24=86 t6)Live Only Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p�� VeR:b2=-20.2-3=-30,3-4=-20,6-7=-20.7-8=30,8'9=-20,13-15=-20,11-73=100,10-11=-20,3-7=-10.4-6='20 17)3rd Unbal.Snow-LeR Lumber Increase=l J5,Plate Increase=1.15 Continued on page 3 � Wl.HMNG�V fy d '9n o¢rameterz¢nd READ NOtF:0➢']'ffiS AND MCLUDEJ I�TEX 8£FSAENCE PAG dflLi< 3 BEFOrl£[)SE. 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Thu Oc113 08:59:48 20t1 Page 3 ID:Zz6cyW�HDmk�foSW tW 7�f�`"�V-bJGvqlqPsJkuht qiV W gnuEJK�M55ATha1A2kuyTUGv NVR Homes.X LOAD CASE(5) Uniform Loads(p�� 13-15=-20,11-13=-50.10-11=-20,7'�=-10.4-25=55,625= Ved:1-2=28,23=38.3-4=28,6-7=-28.7-8='38.B-9=2 , 18)4th Unbal.5now-LeR Lumber Increase=l J5,Plate Increase=l.lb Uniform Loads(P�n � 3.4=-70,6'7='Z8.�'8'38,8'9=-28.13-15=-20,11-13=-80,10-N=-20.3-7=-10.4-6=-30 Vert:1-22=�Fi�,2-22=-70,23="8�, �9).SN UnbalSnow-Ri9hE Lumber Increase=�.15,Plate Increas�1.15 Uniform Loads(P�� B-9=28.13-15=-20.1143=-50.10-11=-20,3'7=-10.4-24=64.6.24=-55 Ved:1-2=28,23=-38.3-4=28.6-7=28,7-6=38� . 20)6ih Unbal.Snow-Ri9hh Lumber Increase=7.15,Plate Increase=1.15 Uniform Loads(pIQ 7-8=7QB-23=-69,9-23=-50,13-15=20.11-13=-80,ID-11=-20.3-7='10.4-6=30 VeR:1�-2=-28.2-7='38,3-4=28.6-7=-69, . p�)7lh Unbal.Snow-ParalleC Wmber Increase=1.15,Plaleincrease=1.15 Uniform Loads(pl� Ved'.1-2=-28.2-3=78.3�=-28,6-7=-28,7-8=38,6'9=-28.13-15=-20,t 1-13=-50.10-11=-20.3.7=10,4-6=-10 22)Bth Unbal Snow-Paraliel:Lumber Increase=7.15,Plate Increase=1.15 Unitorm Loads(P�fl 6-7='97,7-8=-107.&9=-97,13-15=-20,it-13=-80.10-11=-20.3-7=-10.4-6=30 V eA:1-2=97.23=107.3-4='97, 23)9th Unbal.UnbaLSnow Only-LeR-ParalleC Wmber Increase=1.15,Plale Increase=1.15 ' Uniform Loads(p�� 3-7=-10,4-25=-66,6-25=-80 Vedt 1-2=-31,2-3='41.3-4=-31.6-7=-31.7-8=�1,8'9='31.10-75=-20. pq)tOth Unbal.Unbal.Snow Only-Lefl-ParalleC Wmber Increase=1.15,Plate Increase=1.15� Uniform Loads(p�� 2 Zz-as 2�3=96.3'4=-86,C-7=31,7-8=-41.8'B''31,1045=20,3-7='10.4-6='34 . � Ved:1-22=-60, • 25)itth Unbal.UnbaLS�ow Only-Ri9hbParallel:Lumber Increase=1.15,Piate Increase=1.15 6 24-66 Uniform Loads(P�� g-7=31.7-8=�1.8.9=-31, 1D-15=-20.3'7=-10,4-24=-79, Vert:1-2=.31,2-3=-01.3-4=-31. 26)�2th Unbal.Unbal.Snow Only-Right-ParalleC Wmher Increase=l t5,Plate Increase=l�.7 Uniform Loads(pl� Ved:b2=-31.2'3=-41,3-4=31.6'7=-85,7-8='95,8-23=-B5.9-23=-60,10-15=:20,3'7=10,4-6=34 p7) 13th UnbalSnow Only-ParalleC�Wmber Increase=1:15,Pla[e Increase=l 15 Uniform�oads(pl� VeR:1-2=31,2'3=-41.3�=-31.6-7=31.7-8=�4'I'6-9-31,10-15=-20.3-7=10,4-6=-12 pg) 14th Unbal.5now Onty-Parallel:Lumber Increase=lJS,Plate Increase=1.15 . Uniform Loads(pl� tOr15=-20.3-7=-10.4-6=-34 V ed:1-2=t 23.23='t 33.3-4=-123.6'7=-123.7'8='133.8-9=1 . ENGM`ERING BY�� . . . .� - liSE. . CoTPo(�enL ����La tlen4 P � �s u d.YE�M1D NOTES Od THIS A�IFCL�ILED MTEn P.EFtl ENCan ndvldV�I�buldO9ro� �� A MiTek AMAIa�e I �A WAHlf's'G 9 'y '¢bas tlonlY�POnp am t , shown. desgnv noth�nd s9necBmcn95bown � ur spor¢bilry Ibuiid 9 � �cfo ffie esponsblliryofthe DesignvolCfo oseo^lyar me1e?sontlpoPe mmorationotcomp bracn fo ns r N�S�btlOei90 geneolg �on_eregording g�g5oun�sitleROetl qppllcob ty of tles� p . ,���nl web memb rs onN A�dlhor�i tem�o a^pp,N ot fie Do�diny tl �9 �«ae ond B611 Builtlin9 ComponeM F,���a�NC 2]932 �-- --- __ . . � -- � � � � � � - > > o m ovo �, � � � o �r � �E O > D O . � Oi �.. �� a omm `mt5 c � mc �o � a�' r�� o `o. �6� `m o 03 I W� m y v_ E .o m c° L m E o °i m . a o- £ a m n= Q� ��w � N ow o � u ? u`o "�O � o a�°i °„�� ° 5 u '�^ �� r y �a c �� 0 2 5� r o � . g a� c� . 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N'edOc11213'.0323 2011 Fa9e� ID3z6c�vV�H�mk�foSW lW�L(7zkwN-htlAfQ3m FsM9gOPo206H_Tudm2REEE31 ZeCCT9yU9oY NVR Homes,X 16_}y �g_g.9 2 3 0 , 5] 31142 P-LB 10.1-e � � g.t-12 35-5 0-6 ry5 3-SS 3.1-12 �0.0 Scale=l]0.4 6x6= 3xB� 6x6= 4 22 5 23 6 8K8�/ Bx8 O 7 12.OD 12 3 � 3x4 II 3x4 II 5 17 16 8 Z 4x6 II 3x6 I� qxfi I� 21 20 3x4 1/ 3x4 O 19 4x8 O B 9 Lx8�/ 1 . � °� l „ ,o �Z 3x6 II 14 �� 6x8= ' 10x12= 3x6 II �Ox12= 2}}0 16.3A y1142 }1142 12-30 31t-�2 13:0-3-8,0-7-0 4:03-803-D 6:03-BD3-0 7:0-4-0,03-4 it:03-8,0-7-0, ��defl lJd PIATES GRIP Plale-0ffsets X Y: 3:0-4-�0-3-4, DEF� in (loc) �20 �971144 G51 Ve����) 'OJ211-13 >999 360 LOADING(ps� � SPAGING z-�-� T� �z3 �g9g 240 20.0" VeA(TL) '0.17 11-'13 TCLL Plateslncrease ���5 BC �49 Hoa(TL) 0.01 t0 �Ja nla (Ground Snow=30.0) Lumber Increase 1.15 WB Q 39 W eight 2251� FT=5% TCDL ��'� RepStresslncr YES Malrix) Wlnd(LL) 007�143 '999 240 BCLL ��� � Code IRC2009ITPI2007 ( BCDL 10.0 gRACING lied or 6-0-0 oc pudins, except LUMBER TOP CHORD end veRicalsoand 2-0 OI ocdpudms(6 0-0 max.):4-6. TOP CHORD 2 X 6 SYP No2 BOT CHORD 2 X 10 SYP No2 BOT CHORD Rigid ceiiing dlrectly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud'ExcepC JOINTS 1 Brace at JI(s):17 3.7,�_�4,9-10:2 X 6 SYP No.2 MITek recommends that Siabilaein acco dance w th Stabil re9 be iretalled dunnglruss erection, Installation uide. REAGTIONS (Ib/size) t4=7 1 3710-3-B (min.0-1-10),10=1137I03-8 (min.0-1-1�) Max Hoa 14=510(LC 7) Max Upliftl4=-166(LC 10),10=-166(LC 9) Max Grav14='f389ILC 22),70=1389(LC 22) FORGES (Ib)-Maximum Comp�essioNMaximum Tension 23=-867/389,3�=-697J241,'6-7=-692R40.7'8=-867/389,8-21=-914126 . 9-10=1545/259,4-22=-5151265�,5-22=5101265,5-23=-510264,6-23=-5151264� TOP CHORD t.20=-11191258,2-20=9141269, � 9.2t=-t1191258.1-t4=-1545259, t0-17=-34f73 12-13=-2431672,ii-t2=2431672. 13-18=-27t1386.2-t8=-2761308,it-19=471/386� �\`.111U�itf(;r;_ BOT CHORD t3-t4=�4661476, .16-17=4741384.7-16=5931309, ;,���" � � /� WEBS 3-15=5931309.1 5-17=-07 413 84 6�6-120/24�.St7=0128.5-15=-3551223,b-10=-355222,1-t3=2861909. ```. ;'f:�.]�}� �//f 819=2761308.415=-1201241, AA .� � �., \ \, /�( l 9.11=-2 6 619�9,3-18=-07191,7-19=46191 � . �. , q=0:16.5=0.64,6=O.t6,�=024,8=026.9=0.50.10=0.30,11=020.12=0.46.13-020.14.-��iS :�84�i& D34�17-rOfi718 JOINTSTRESSINDEX � x + ,_ 1=0.50,2=026,3=0 24. . ,�. . - ^ . clj;��U1�°BJ . `��.f =026andt9=026 ' . ' . able end zone and C�� � .;r �� '� � NOTES (t6-17) � :. � �`. 1)W�nd:ASCE 7-05;120mph;7CDL=6.Opst�BCDL=6.Opsf,h=25ft;Cal.II;Exp B;endosed;NNJFRS(�ow-rise 9 ., x ' ` E�erior(2)mne;cantilever IeR and right eryosed;end vertica�left and righi exposed;GC for members and forcesl&E P BRParlially �� � �/ �yactions showq Wmber DOL=1 60 plate 9�P DOL=1.60 �'} , w':'�:.�,•�/ " j lied where required. ���r'j � �(/ �j p�"TC Ct_A'C u�-00-�0-0;I6C 1607(�1 t 2 min mum Pooi live load app oof snow=2o.0 psf}see�oad cases;Cate9ory ExP.; ����f% 3)Roof design Snow load has been reduwtl to accounl for slope. � q)Unbalanced snow loads have been considered for this design. 5)This tniss has been.designed for basic load'combinations,which indude cases with reduc[ions for multiple concurrent live loads. 6)Provide adequate drainage to preventwater pondin9. 7)7liis Wss has been designed for.a 10.0 pst bottom chord Ilve load nonconcurrent with any other Ilve loa s. B)w Ihfit behv en the bottome hord and Ianyl o her members.n�he bonom chortl in�all areas where a rectangle 3-6-0 tall by 2-D-0 wide Continued on�paga 2 ` �� 0 "�' ��t� � � ENGMEEFING BV � deii Pa�¢meters wd���NOTES O V 4:d3 AND]NC�.JDED�TEF RL E,YENCE�PAG�IB 94 p3 BEFbD Pj�.n1. 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U o a c c a o a m� o o Q ��g., '>'o � d z ___---- `° a' vi ,o � � P o ^ �' � o U � O - � m a �o.� � ____---___"_ - ° � `� � v> Q _____—_�______.-�_� "_ ^ _ _ o aL'OHJ d01 � � Q sv� � h N W > � � n �„_m �" u 30� H ➢6M Y�- N 6N C � �_ � ,^� � nJ -9�M Z M M+ c^- �o U�� '� n L°? 3 o w F � c n °`!a y a� k� W Q � � "' � � �-, > m � .. 4// �0 U N ; u� wa _°w ° � � F mw � rc� � � � 3 u mu z � M � � � � o �F � �� � rc � �z o > N Q m° o° /q� n, w �7• N O � Z� .W Q h^ rJ (V � �yT Wi�E N [ti�V 2 [-ZV, � �F g � ��o K � �• R¢���py a N o(L�{' U ~ � N Q � W P W � �a 0 i°_s C wn � � m �� � . Q CV . ri � �' O W W j W N W . CJ(")V. �i � W w� ,b ~ r � u w r 3 w � + ,o in�a ��le� c � � �` U' w �C o C`. �a� � �.� z� U a wri"-'�.�, a W� a� �- a� .vZ - �.a,ZW �w U � �in�:m Y \PfIJ ^ � Z�W zip � Nj <'J�'�O <r QO�hJ d�l 0 Q F =Z IX U �.O W-- C ___ , 6. - WPZP �_ a. L J � � � ��'C C N �� . � O � � U O1 O _ � °' ai o a�° co ° S� , p� o N N C N � � 6 C� 9 C� U . G . N p ' � OU'_ 6 � � ` � z ' c w �a a�o �,°a Q`o o '^ ��° o` a� Z-'o u �N o om ca�-.� a> o�� w„ a� ��h`o 3�` � o� � � E= O 'o�'�`oa� `, � � c� N � � � '� ° oo aa� �_ �ooc�_o 00 °'`o � °-� o m'� m���oo� �U ° Qo a o U a� o N o c � � � Q.�_ o c w L O U,C o � �==a ,Z maa � a �E uoa� e o am s�� 3ub�o � �.��o W C mE � ° � a`u'o � �aa Eao` � .sm o�— � ° (L' � NC+ O 4J ` .CN d C � C „a��- � � CQ waLS� N � N � a- oa- ' '< ` o._ °- a m � oQ Z T�,_ �o � oa� �� om,°no� p �-°.N a-'' °= .� �a o o E a u O Q.c a� � �` °� ° �� �� � ��� x° o �� � 'oN `om,�� .= a'_?� ° ° mL a3o � o �� Q �'� � aa _ Q� m N.� � � y ` E . m UQ �.S . o a�t � 3 c�voa5�l UO�Q6 'a Oa c � :-tp,N 6X�jU OON OI� OQ-6V0 O ^� I �- � �O - Q U' o UN � ' U 6 Z I� * �. N * NU � N r�-- 3�w � �Ta�O �O Q6� O� C acO��om`a !- . O C C� .Q O'� C �n � � C a U�� �I a �M° c a z c , o o h o�° w u � � �U � c 0 �� ° a E—° a�.maa- �� .� .o v w �j° � c Z d�m�j°U Q a- I � � ; vs d � a^ a� � � � Z h .. a o w �a _ ' G. vl Q P}` F � F- P i .a � Q Q .M'. � � � "A � � � �](n �� m .� � Q �m � ; p�y Ply E6171889 TNSS.TY�`e Job Tmss � i qTTIC Job Reterence o �ional ORDERS Eq-98713 7,p50 s Aug 25 2011 MiTek Intlus[ries,Inc. Wetl Oct 12�13:03t23 2011 Pa9e Z I D:ZZficyW�HOmkQfoSW tW 7LfjzkwPJ-hdAfa3mFsM9gOPd206H_TUtlm2REEE3t ZeGC?i9yU90 NVR Homes,X - NOTES (16-17) lied onty to room.11-13 9)Ceiling dead load(5.0 ps�on member(s).23,7-8,3-�5,15-17.ifi-»,�" . 10)Botlom chord live load(40.0 ps�and additional botlom chord dead load(0.0 psfl app �i)Provide mechaniral connection(by o�e�s)of[russ to bearin9 plale rapable of withstanding 1661b upllft at joint 14 and 1E6 Ib up�'ift at joint . �2)This trussis desi9ned in accordance with the 20091n[emational Residential Code sections R502.t 7.1 and RBOZ102 and referenced standard ANSI(TPI 1. 13)"Semi-rigid pitchbreaks with fixed heels"Membet end S�xily model was used In the analysis and design of this Nss. �q)Graphical p�dln represen[aiion does not depict the size or the orienlation of ihe pudin along Ihe�op andlor bottom chord. 15)Attic mom checked for L1360 deflection. �6)Desi9ns checked for ASCE 7-05 wind a[120 mPh•�^'ind reaUions x 0.56 will�adjust wind load reaclion lo a speed of 90 mph(0.69 for 100 mph and 0.84'for 110 mph).A other coe�cients remain�he same as shown. '�7)SPF No2 and SYP No.3 ran be suhsliNled for SPF Stud Grade malena�(Roof Wsses only. LOAD CASE(5J Standard 7)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p�� t1-13=-80.10-11=-20,7'�=10,4-6=-55 Vert:�b2=-50.23=-60.3-4=-50.6'7=50,7-8=60.8-9=50.13-14=2 . . � � I � ENGINEERIN��� �� - ' . AO3FE£Vt��USE d p,j�'.pD NOTES ON TtS(5 A.�9INC �I�ED 1RTEK�FEP.E'fCE P�'�`E� OTpO�ShO�+'�� � A �� � a�;g p � �s . � a om � �hown tl a to an nd tluol b �d a Brac g ���n MiTek nnii�am I q'pxMNG c 7Y tle 9��pa5¢tl OnN V� P �-ti l ry f b ld 9 de59^ef �Of frv d¢�2 I .. o e� cory mfiono(comp �e �bo Po�o� y��eslobtlMtlo,n9 ortsVUCfi n� ID �ipo stilliryo�iM1e g�85ounEstleROad Design Itlf r eony.�aT 1 rsariCPcP m ' ne.FO general9udanceregortlina qpplicablty0ftle¢g PP� � ��wehmembe6only Ptldi�iomliemPeno biryotfiebvil3m5dy 9 ��aeV ntlBCS�1BVildingComponenl EtlenbmNC2]93� ___ • • � � � � v I � � = � � > � � � ovo �, e o� o �, R� �^ I "4�. � �m mL.E a � =p,.° �L � m E o`°' �.0 �� D -o a� `o °- � adi5 -o'm W w E-o �uw o 2 �Sc o t o � �Q° '�� :u . o .o „ m `o o' � u � oo r t�4 O i �-�� c�.o 3m �� o a ° °a ��° o� °$ �o� � 'o o�� .- _� o °U �° v b U � '^ � �?d �P ON � 00_ a CU O� 00 �� 'O Q O' .O N D NN Oj C � � C ?> �o`oo �� �O -o � 3� .-°¢ uo ��> �d... u° ' °o � m� ° ° o °am �O a "" � ._ oo �- �-o om �'a rn 2�_ �r �,.` a� a�.� o� m� a '�� a a u a� � �- ° 9+e p m3 momv oo �� � oz �`o . .O c -° v ` �u` 02 v o` a oa oo� � V O = co ��-o'oa . 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N m u'Z w Q � � C � wO � � C 3 U � ^ N W m P ¢ � �� �Q �S U K �F 0 O � H L � �- �., O �� LL P <' F d � . N m = wg J rn � � q. p �� N °� � '� w U jZ Z Q V � � � � ¢` c s:. a 3 W > c�Q m° o° '�s` ¢>�m d (1� r+ 0 p z� ° p �� �'? � I� (N w��E v � U �-zM � � �� � i w e w OO �� 4- rc � � w 4 y m '� �w�a � °� � m w� m a ��^,^o �� pz m V F' m Z'7 WC W vi m�� Ww W � b _ ;1 U W� �F � '- �O�q 3 N .�` � a� O o .�P� p�II� C � � i z� U a wci"-'N a rn ¢o a� �� .m .yZ`7 �`. - �nz� �w V � �h�m ac 8-l� � Z�y� y.al Q W MPVO F a2JOH�d01 oaF �Z � U �^w_ g ._� a - wmZo�. ��_ a S � ` � � � �p �� U C 0 � � . - � � q �jN IIO � �j . 0"� � j 'm"6 O ' � 6 U'- a c� p� C j N j � Z C� .L- UN nj� O QBC � C� O N �OU a � o `c-o�.� n� �--6 �° s � ��0`0 3�`0 � a�� o � c E.� �om.:oa� `^ � LQC� sm � m >.a� o0 oam g �� °���a o o �o � a� o ��� `m �`oa� �U o0 � o� a� o�a� o � � f ��°' E oc�_ � o � � �2a � �a �-4 0 � u,o �u c o °�a a� .fl��"� 3 u�a�o ° � o>>-�-� I W C N � C O . -pU�O ` � �-6�0 � 6p C . CN p�`-'CpI pw0 � aNC� N .U� •� o, � � Q y C � CO Z y�- � � C-� �'pOp 'U � � O �°-�o`.oQ_ - `o_ 2 oa a m5oa o ��.= �`ou.4a� ��� om� u� a�.� c � �v .n � � a �t a� o o u a� a� ° � � �� �QII Pm � £.� aui °N a �"'m � ac� a��i .,�.� a3o � am Q �"c o> > � Q � c`L � U �� � a �t � 3 caaoa`�o Z U °oQO i o`�o�� „ so = a `p°' p °X5u 000a� .m�' oaa ° o s� d- � aa� � m • �, ma`� m .� umao a= p uo o0 O o � , � � � �'3or � �Q�.S a °-a � pcoo�°'a a �Q � Q � O C`N � OOhU �+�- . � �� �U o ^ � `O �-t- Q a'� N.m-O-O C C Q A � I � O cn V J � C ZCOcp � O O o �-U � °co � � , � Z �= � o. �n Q � � � � � o: . .. O. Q Q I j � ro._ � � "O Z mN �c .N. 0 � Job Truss Truss Type Q�Y P�Y E6t�1890 ATTIC � 1 OftDERS EA 98�'I4 � b R f ( D� 0 L 7250 Agz52011MTkltl t I WtlOt�2t3032520'11Pget � NVR Homes,X ID'Zz6cyVJtH�mkQfo5WtW9LljzkwV-d71PdoVOzPNGinR8X15YJ�6cFwpztls6W56RyU9oW 2t3t �' ]-1-0 10.1-8 t}1d � 163d t9&9. 2 3 fl< � 3-V-12 11q2 3S5 b-1 tt }g5 }142 �0 3-4-0 0.fl> Scaie=1:]O.a �� fix6= 3x8= 5 625 26 � 6x6= �e/� Bx8 O 8 12.00 12 3x4 II 4 3x4 I I ' 23 �p �q 18 y 3 4x6 II 3x6 II qx6 II ZQ 22 3x4 O 3x4 O 21 4x8\� 4x8�i ID 2 it 1 16 15 1� 13 12 3x6 II 3x6 II 6xB= Wx12= 10x12= 163d zo-�o 3-01-02 }tt-12 311-02 123-8 Plate Offsets X;Y: 4:0-4-0 03-0, 5:03-8,03-0 . :03-8 03-0, 8:0-4-0,0-3-0 13:03-8,0-7-0, 15:0-3-8 0-7-0 . LOADING s CSI DEFL in Qoc) l/defl Lld PLATES GRIP {P � SPACING 2-0-0 TCLL 20.0" p�ateslncrease 1.15 TC 023 Ved(LL) -0.1213-15 >999 360 MT20 �9���44 (Ground Snow=30.0) �umber Increase 1.15 BC 0.49 Ved(TL) -0.17 13-75 >999 240 TCDL ���� RepS[resslncr YES� �^1B 0.38 Horz(fL) 001 12 n/a nla BCLL 0�� ' CodeIRC2009/TPI2007 (Matrizj Wind(LL) 0.0713-15 >999 240 Wei9hF.2301b FT=S% BCDL 10.0 LUMBER BRACMG TOP CHORD 2 X 6'SYP No 2 TOP CHORD Slmclural wood sheathing directly appiied or 6-0-0 oc pudins, except end veRicals,and 2-0-0 oc pudins(6-0-0 max.):5-7. BOT CHOftD 2 X 70 SYP No2 gOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W EBS 2 X 4 SPF Stud'ExcepC ,70WT5 1 Bace at Jt(s):19 4-8,2-16,10-t2:2 X 6 SYP Na.2 ' MiTek recommends lhal Stabilizers and required cross braang be inslalled during truss erection,in accordance with Slabilizer , Installation uide. REAGTIONS (16/size) 16=1187l03-8 (min.0-1-12),12=7187@3-e (min.0-i-12) Max Hoa 16=517(LC 8) ' Maa Upllft16=216(LC 9).12=-216(LC 10) Max Grav76=1488(LC-23),12=1488(LC 23) FORCES. Qb)-Mauimum CompressionlMaximum Tension � TOPCHORD 9-24=933%24.1424311N/315,9�-11z0/98,2-16571643/306,106z141t643f30 6 95-/25 0-51 7l26 3 36225=B9ll264/410. 6-26=-5111263,7-26=5171263 ._ __ BOT CHORD 15-16=-076/489,14-t5=-230/665,13-14=230/665,12-13=27lIS 5-20=2621391,3=20=-262/315,�3-21=-267J391, ����,�'`''- �' '-+/�.� WEBS 4-t7=-578/338,17-19=-0fi5/388.18-19=-465/388,8-18=-5785338_354/225.6-t8=-3541224,2-t5=2781895, �\\ � ='�F'�?�-: 9-21=:26213t5.5-17--12t1241.7-18=-1211241.6-19=-4/28. \�` � r :. -10-13=279/895.4 20=-51/90,8-27=-St190 `�� � ��i, . � Q :�._.::;�_. :. - '.- '': JOINT STRE55 INDEX �0=0.49�,12=0.32,13=0.20,14=O.C6,15=020,ti`i=Oi32�`'17-0.34,t 8=b34.19=0,.97, 2=0.49,3=026,4=024,5=0.16,6=0.64,7=0.16,8=024,9=026, _ .c e _ �oc. 20=026 and 21=0.26 = ,.rS:..`�;�':'.'''-': ' _ .y " �?0.';_._:�`r.QF _ �NOTES (P-18) able end zone and C C �'1., � - � - i)Wind:ASCE 7-05;720mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp 8:enclosed;MWFRS Qow-rise)g � 6eterior(2)zone;cantilever left and�right exposed;end vertical feft and nght exposed;C-C for members and forces&MW FRSfor � �; ! °.,r f reactions shown;Lumber DOL=1.60 plaie grip DOL=1.60 -%r(� F � � l � �_r 2)"TCLL ASCE 7-05;Pg=30.0 psf(gmund snow);Ps=varies(min.roof snow=20.0 ps��see load cases;Category II;Exp 8;PaR�alty '",`-�F� 6cp.;CY-1.t,Lu=50-0-0{IBC 1607.112 minimum roof live loadapplled where required. �r!!• /`.µ� /�� 3)Roof design snow load has been reduced to account for slope. �.�`_r =�'? 4)Unbalanced snow loads have been considered for this design. ` f 5)This truss has been designed for greater of min mof live load of 20.0 psf or 1.00 times flat mof load of 23.1 psf on overhangs � non-concuvent with o[her live loads. . 6)Thls truss has been desi9netl for basic load combinations,which include cases wiN reductions for multiple concurrent live loads. �'�� � � �0�� 7)Pmvide adequate drainage to prevent waier ponding. Con6nued on page 2 ENGINEEPING BY AW6KMM+-9enfS°ES`9�P° � [ersandFFfiD:'YOTESONTffiSAhDWCLGDEDMITE%PS�EFEYCEPA�E '1/R"i4�3 a'EUS�' `���p�p�q� I �r9 X e D ia��al'Glo seonry thMlekc � ��ors.Tn desgn'ubasedo 1/vponporometerssp n tl6for ef d��zsd sig ec9mcngehown � L��� I qpp([aplty of tl g Pa metars o tl pmpe' corpomfion f component i responsbiry ol b�lo g tl 9 . q ryaiek Pcilla�e �recroreAdtliPOolp mi 'enibobn omM1eO elolshu N�i'iher�espon�IiNofibeb itlnad s�go'ga.generol9oi onwregordng� ,� B185oundsitleROatl e . .. . ..n�bmc o.consulf ANSIRP��n+ 11y CMe�ie,D5B$9 ond BR�1 Build ng Component u ���uf 9]932 � Q3 , �.- �; O � E � °i = ° ' „ °'s 2 0 � 0 � o -° � -° m� �, o 03 � o m � g � � mg a � �m sd � a ° oo s a °' v� � d I °�^, � �'�.m, c�E °c � �°� � c `u ? ,�`o a= c`� . ° � nm `o o' m o`o o ° c �0-W. 7 °_'d wo° 3m � O o °�� n� ��o �o on � E ac° n � m g � 'o y,„ om u � � � ��5 .�n� ou £� °1 c_ >C � om oy �- `o� m � n= o (.� � � m° °,aw � °. ov `oo_ nN o�` „x ° c p'� ° c = m° ° o ° am a p t/') • 2 � a m� o�a co � ?d -°� °o '�> � a� ° a m.c° � c „ ° °. u >c oo� u° "6 � i. n c o `-'' m a, 2-o C _N Q �'^ rn- D l7 c o m ��� n �a°' d a v o o ._ c o � — ° O; ccyv ao da ° ooz m�` .'� � d2 `o `o`u �m ad o` � � m a� » � E c � c � O a rno rnoyo u � vo . _ a n3 '^ m �o� u- m o:� w �OC -d � 4 � do m._ (L�' U O o= a'`oD �-°i-�'o 'aZit °-' �Y�p ; o E� =o. o�-`�o on =`o od po `o E� T � n� -°� � ° 3 � °'� ��°'u �a5 .caa � u=o �o °i62 v� ��o � � m° „� �� 3 �� o °.�`o s � ° N � O d � � � PU4 r0 OON � Nj � :� �a OD N � O NE 1l0 N � S� N 2m t oOm 04l c'`c � � O �� md�� �O N � N C OS1 � �� �N .,� N �CON N.E p� L� �m O � � N NrN ON ET � p � o ° u ��„ u� o`m`c a £ m `o ?� a�ix °.' m o2° � o N� Eu ��� � o0 0 °° c o�� � ° " W `o_ ° ° 2m°' mE mvd m acc o.° o °' �� ='a° a-o �n�o DD u � � �� o � a�o� ndu '„p � O =om �m>.0 d� °,c�_n� E mo° cm� � c° �,3 a.o� 20 �.ma� ra� �= � o0 0 �Em o�� oa �f � � Q..°o 5:90o ma am-° 5 a.00°u vs �r c„ oao aa Eoa�i ao ° m c �o. o °.°�. ma= rnt �,��� a � 3E.o z-„ a`�oo U a.__ o_ o „ » U �'u ac �ca on m ° oc „ c° m�O � dz O `o V O a c � ya � o� pQ n � � �L � v �n �a �o o( ° � � ri < vi _ `� o —� - tV O2JOHJ d01 a v t � sr� �n � c _ y � a � x � L,p 6� U Y O . � � C N U w �n S M ^, - O F Z L n � � Q m 94m o o LL O � � c- � 3 ° W? � Q f v� O1 � � �N W O �N V N � W c 3 u �''S u"� o F W o r� ,�-v y � � p O K �F LL a P � ��"��p�a C �m N � E� N w O �U• W a NQ P � � � C�s N �s� -6 � 3 f z� °- O u'^ �? w � a��E`a ^, � �,o r� � `m yJ � SO L-LM � �n a °. wm w �i�pp QI � U O ^ �,,, N -Q h-��o �� Ww�p c � OJ � im j WN W N ��b�0 3�{q�e 01 . Q O zF 3� 0 �o�na atrIDll� c � u pG O `p �rn� qt1 O� ', e - u�� w S Z� U O_ w c+i w c��i w � � si- H� � N ^?Z Go w� U � ��nr�m v �nzw o�u � �o.m � '- a�� ��, rcm p w � vo � `° Zo�u �� O U K°M�� 4?IOHJd01 �a� uz a U wo�.zm � m T L � O L.E C �� U m O N C.� `� �O� O C� . p'- C � � ° N c c�Y a� � oc4 p.flC � N ` ° O) N N ' � U� . C.� N �-O U �'- O C � ' ;o ° �, �� n a'a o� 3'-- ° � o' � � E_ y ' c � o:o � o "+ a� ��� o o �� a� >m ° o 0 o a�a� �-o� sa� v sa�� � � m oa� U o � "o°��o�' �� a�`o �- °� o o��E � ouc o � `=a Q '� OS9D oo a � . � �ca��� 9°�u, 3uao � m2�go. . �- oaa� o9 0o u'o� c °a_oo Eoo` o �.�� °'-���`� '^ W � C� NE . �.� N � UO Gi C � C � �S]_ . � C �a00 �� N � � NC� N _ a ` . NO. � N � OQ O a�� OV.� n� � am`�4U--.� � 0 �-`p.�Qa . ' �= '- QUp` G � ONS ti, �LN-O OO �L Q30 � � �� Q N� CT� KOO �-OU ON �6Nv� @ Q -0��� ^ � ND-p �a`.�O Z � � �' o-a r a� a� �.°� c 'o w � � � c V °��- . a �t � m� �-o u o �_ E m � .� ��om ox� u � ooa� . � o �o � UO� �"C "O L 6C0 ^ O' N ,� Q-O UO.0 NNC O N z QO ��� i�_ °aa� � a� � av �3 os O �a�.5 'o �o � o � °UC�°a� � O � I .. v � U� .Q 0,.. C,_4J C O O'n O F O 'ao Z . �U � oi� a�`o QQ - c ° � U -° °- �°r� �_ � V „ o a oOO �a�ao p ^ � v n�"i .�' m ozaom� cU � � _ I I v a vi � � C9 ,,, .. � �� ' � aq � x w K �� o� .. d d � � � � a � � �_ a � m cZ mU - Q �m , , ary pry E6t]109D Truss TrvssType Job 1 � �987,q An�� Job Reference o tional ORDERS 7250 s Aug 25 2011 MiTek IndusVies.Ina Wed Oct t213:0325 20tt Page 2 ID:ZZ6cyW wDmk�loSW lW 7LljrkwV-tl?IPtloV OzPNdinftBXJSVJ i6cFwlads6W 56n2y�1BaH' NVR Y.omes.% NOTES (77-18J 8)This[russ has been designed for a 10.0 psf bottom choid live load nonconcurtenl wiN any other live loads. g)'This tmss has been designed for a Ilve load of 20.Opsf on Ne bottom chord in all areas where a rectangle 3-6-0 tall hy 2-0-0 vride will fil between the boltom chor an any other members. 4-77.1749,1849.8-18 10)Cxiling dead load(5.0 ps�on member(s).3-4,8"9• lied onl lo room.13-75 71)Botlom chord live load(40.0 ps�and additional bottom chord dead load(4 0 ps�app Y ip)Provide mechanical connection(by others)of Iruss to bearin9 p�a1e caPahle of withstanding 2161b up�iri at joinl i6 and 21616 uplift al joint 1 . i4jSemw g�dsp�tchb eaks wN fi ed heelsith�h��6e�r end 6�ciblR�e wals used n he analysis and design oflMs t�iusso Z and referenced slandard ANSIlTPI 1. 15)Graphica�pudin represenlation does nol depict Ihe size or tha orienistion of ihe pudin along Ihe top an�lor botlom chord. 16)Attic room�hecked for LI360 deflection. 17)Designs checked for ASCE 7-05 wind at t 2�mph,wind reaclions x 0.56 will adjusl wind load reaction to a speed of 90 mph(0.69 for 700 mph and 0.84 for 110 mph). other coeRuenis remain ihe same as shown. ig)SPF No2 and SYP No.3 can be su6stiluled for SPF SWd Grade material(ROOf lrusses only. LOAD CASE�S) Standard 1)Snow:Lumber Increase=lJS,Plale Increase=1.15 Uniform Loads(p��, z 3=50,3-4=-60, q-5=50.7-8=-50.&9=60.940=50.10-11=50.15-16=20.13-15=-80,12-13=-20.4'8=-14 5'7-'S5 Vert:7-2=-50, � . ' �" p.i}}��ENGINEERIN��� I Q151ID ' .eters¢ 4F�t'NOTESONT.YISPNDINCL[➢EnMITE((REnE�R�IXa^ntl��IbV38CO p�nent IR � I `. �y.ARN.� y�a(y dm9 P �b yptgd oNy vpon paomete'S sho ,KK_�p��q tle9g�e�&oann snoMT+ �'� q MITak AXlliale es M Nuiek connectars i!rs °?9 nen:e resP� bJM ot bWdin des9 .a 5 tte Cs��wati�Y ol Me pyy9r vafid ta vsa oNy� �^�Qiwn of com� b�e tabdM d�^ 9 co^�' �e regatlm9 .. �n�v M tlesa�oorameters ord 0�� >tltlitiow��m�rory�x 9 ,�,.n tlesia�Fw gen?�9� ��M et B Sa+MSde RoeC -- -- _� � Q� � I � � � � � � y d E Q- o„ `a y` � _`o c o °'t � �-�. � o�a�i a°'i s�E a ° �° s m E o°' ` w 9 ° o o`o t n °' °._ Ul �-`m v u+ 0 2 �--�°c o .o `u ? !-'o` :o� m` . o m °-c ° 5 � u� o o r 4.�. � P'� mo° cD � 3 � �� o_ `oc aa oo E� m D � �' >°, t t o° 3 0 3 � a � ��� o�.n ou _D m° a°iw aa ��o °o 0o aE �ot n �m n 3 ° �U uw u U � 'ON >� N .tn � O41 " OO_ T_ � U ON Od �« QL ' N � Un O � C � � C ?>. aoo �n o`�° ° ��C °Q ° o c> vm . �Q a�r � o,� oa a o a� ca �o f� `p O N C U D N '- Q Ol ?�y �« y'� �� ;0� C O N �- Q U N a C O OI S V O 0 0�o W°0_' y _°o° ao` � `o °Q m3 2 ° mZ oo`u �c° O' n= ° n` � m `w � EE =�� o � U C .0= N D O U C � m.�� r u�� 4 D .O� D 0 U Q N O� 0 y C � w � m N O Qi.Gl C � 3 0 orn �`ooc O1a 2a�= °1 ou� 3o Ea �a o<`m oa �� ��-a' m°� v m � �mai mm °' _ O N �o '°�a'� �.� tna �`o� ��o „o° v�° �� 'uoa _`oE `oo � °a �oo o � � _ �n� am � � �- n� �.�oD .co `o.om o ��� :� oo. o� 2� o mE �o yo ��.� 0 2c u v� o � � °� w' �+- O ^„°x cn°na5 yo wuw �wm � v-o a c2� `o� Q a� Qrn £ m - oom `ov c�� O o_° c r�s ��y a°'v y ��m E� �� avi ,-�'`m °`o m° m� �a� a� u c a �"�' `m m s n � o E a U N co pp'�� x`o u°vc .° �'a�io` r � mx °1a� o��o '_ w 'o� E� pu � °a` o `o=m °.o� � � 'orn �O„ m >u� vY a�r m a�OO o.� oo v� d„� ay 'aa �9 � c° o �`o -O m�m adm �O � � oo �oao > u >_ o E ua` .O-'o Nc a �n -', `vmm oa °- `u u'o c ^-' Ev o?� - a a ¢"v 2`3E� z° aao U doo o� �� >j °mo `ov Eom ao °_� c �a o �.°c�i �a^ mt axL� oi � U� u ac �ca on m a oa d >"� '>'o 0 _ e� �n �o � P p O U O O E � N Q m O.n Q Z -��--�-��-_.-_ ^ ^ •- �? - �n m Q �__ '- - - o � - cv aaoH�dol c �T s-e� `� y i N W ` � X QJ (�y D6.{� V �O N Y� N W Co UW � �`-� Q c�'J 9SM �ti �' +�- �� C'� b U� Z t n (r7 C O p W � � n ` " � _ Nw .°c � "�'? Z a F � ? �' � c N J O - m � � � O U 'i u� OF ❑ O � �,�, ° .�c W � �� m � K Q LL � (T P � � q Q� �a W {� W � �y � �� a N O 3 O Z� Q O N^ M N ��� w � � � U cam K n �� � i wb w � �� pw�~rc O ¢" Q °. °' F��� rn � °�' O m w'^ wvi w .. MM'_�° �1� Ww� � ' � ,p'o '- n � u w� 3W 0 � -oha �� 3 w .� W o G O o. �rn a. 0�11� c � i z� U a w�-i w c�i ¢ rn °3� z'- a� t- U) ^v Z� w 1� � cD Z � K m Q W (")P N�. Y P 17 C, Q2JOHJ d01 O�'" �F 0 U �°�'- � �a ti U Z d U W P Z P T S J � 01 �.xi C` �,�-.C C � O p w U m O � � N O �� C O � C j . � C x N C <y � � 6 C� � �` � � V O � O C � � ` Z � c a t �a �O N Q� O,N C'� O N Z'.Q V � ` � Ol � c���.c a� °��, s� y � �'� o o „o � a � o c E a a� � 'O,-`o N c� N + ac� N c oo pC� O.C.p � p N O e- N O N C O m U p O � oaa� oa�°i oE � o F co.��— � �w 3 �.uc o � m�=� Z � � 4 . N c o -ON p'U -a0 � C... O �++ +�� N � �� ,,; aU`p � ��D'DO TOp p . C � O�'V� O � . K NC� N ' =a � ' NO. � CO Z �` - � C9 �-600N � p ° o`.On= o`= w oa o SoQ � a�.= ou.4m uomh,yu� o Eo � cm uu-- mo � p �� � >.� x° `o �� u o� am,°�'w i= �'_�a ooNL a3o � � �r`- Q �� � a-p a. o� � y.� a� > � h E . °� U y.� � 3 a a o a c-° Q c 0 � � O N� C C O UoOQO e,o i o0 -Q � QC _ �, :cso� o o z� V � oON m... U O Q'O O 0 �- I4-� : a m � ��� o v s 3 o r ..� D� aa a Q o� O c� o o m 3 ti. _ � O aa z S.QO.c c � � � c°U��� V ,,.,^ o � V .. °U� a'� °>� O ¢ �°° �°'a-o= � � � � � ao w � ° `o— �_. a � w �-{. � � j :� . � V � CZ20m(J=U � O N .a � O a � a� � x � Z �'� . . . o p a w � Z'a � * i � Q Q �= w:.: J tl c Z N j7 �o� Tmss Truss Type ��Y P�Y E61]1891 OR�ERS EJ+-99715 COMN � � Job Reference o �ional NVR Homes,X �250 s Aug 25 2011 MTek Intlustries,Inc. Wetl Oct 1213:0326 2011 Page i ID:Zz6cyW tH�mkQfoS W tW 7LfjzkwiU-SCm25p79HXEFSMdiFrM W FGztDpRTu?LAqUUyU9oV 0-11 5-0-15 311-8 1640.1 1&11-0 P0.1 itA 5-0.15 440.9 <40.9 5-045 11-0 a�\ Snle:1/a•=1• d 8.00 12 9 10 3z4 Q 3xC G 5 3 6 ry Z � lo . �� B 5z6= Sx6= fix8= 411.8 1411-0 411.B 9-11-8 LOADING(ps� SPACING 2-0-0 C51 DEFL in Qoc) I/defl Ud PLP.TES GRIP TCLL Z3.� p�ateslncrease 1.15 TC 0.31 Vert(LL) -0.75 6-8 >999 360 MT20 iW1144 (GrounC Snow=30.0) Lumber Increase 1.15 BC 0.69 Vert(TL) -0.39 6-8 >604 240 TCOL 10.0 RepStresslncr YES WB 026 Horz(TL) 0.03 6 Na n/a BCLL 0.0 ' Code IRC2009lTPI2007 (Matrix) W ind(lL) 0.05 2-8 >999 240 WeiqhC 91 Ib FT=5% BCDL 10.0 WMBER BRAqNG TOP CHORD 2 X 4 SYP No2 TOP CHORD Structural wood sheathing directly applied or 5-63 oc pudins. BOT CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling direc�ly applied or 10-0-0 oc bracing. WFBS 2 X 4 SPF Stud MiTek recommends that Stabilizers and required cross bracing W EDGE be installed during tmss erection,in acwrdance wi[h S�abilizer Lefl:2 X 4 SPF Stud,RighC 2 X 4 SPF Slud Installation uide. REACTIONS (Ib/size) 2=792I03-8 (min.0-1-8),6=797J0-3-& (min.0-1-8) Max Horz2=-285(LC 7) Max Uplift2=314(LC 9),6=314(LC t0) Max G2v2=978(LC 2),6=978(LC 2) FORCES (Ib)-Maximum CompressionlMaximum Tension TOP CHORD 1-2=027.2-3=-1 7 4 71417.3-9=-875/335,4-9=-772/355,4-10=-7771355,5-10=-875/335,56=7747/417.6-7=0/27 BOT CHORD 2-8=-284/887,6-8=199/887 W EBS 3-8=332/304,4-8=-194/571,5-8=-33?1304 JOINTSTRESSINDEX 2=0.39,2=0.00,3=026,4=029,5=026,6=0.39,fi=0.00and8=077 � �.\�1411�;��flili .NOTES (1243) - :���� � �'Ti;C,F;;//�:'., i)W ind:ASCE 7-05;120mph;TC�L=6.Opsf;BCDL=6.Opsf;h=25fl;CaL II;Eep B:enGosed;MWFRS Qow-rise)9able end zone and C-C \; ,i �;' � .. Extenor(2)zone;cantilaver left and righl exDOSed;C-C for members and forces&MVJFRS for reactions shown;Wmber DOL=1.60 ��:��.�� �!i plale grip DOL=1.60 , ~ ����"� J� % 2)TCLL:ASCE 7-05;Pg=30.0 psf(gmund snow);Ps=23.1 ps`(roof snow);Category II;6cp B;Partially Exp.;C1=1.1 _ • ��� 3)Roof design snow load has been reduced to account for slope. _ ; ' _ 4)Unbalanced snow loads have heen considered for this design. _ ' �U%����`� � i� ;- ;,c..� 5)This iniss has been tlesignetl for greater of min roof live load of 16.0 psf or 1.00[imes flat mof load of 23.1 psf on overhangs ; ��'� ,.`;�r u� �, � nontoncurtenl wiN other live loads. ' '� �' " ��=' '� 6)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent Ilve loads. �:,�- .!h�. . •.:S`� `,- ; 7)This[russ has been desi9ned for a 10.0 psf bottom choM live load nomm�curtent wi�h any other live loads. '?�, �,.,�,` �•..�;!; '�°'rC+��; 8j'Thls truss has been designed for a live load of 20.Opsf on the bo[tom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '•i. „�;.,;, , --- will fit behveen the bottom chord and any oNer members. ,���'� ����" �~ ��r, 9)Provide mechanical connec[ion(by others)of Wss to bearing plate capable of withstanding 374 Ib uplift al joint 2 and 314 Ib upli� � �� 4, joinl6. 70)This truss is designed imaccordance with the 20091ntemationai Residential Code sections RW2.11.1 and R802702 and referenced standard ANSVTPI t. 11)"Semi-rigid pitchbreaks with fxed heels'MemDer end fidry modet was used in the analysis and desi9n of this Wss. Continuetl on page 2 �GD � 2 L�12 A WMNlNG-4'enfy design yarumehrs antl RESD NJTES GY PNIS AND IiCLC�D£D'dITEX R:➢SRENCE P4GE.Wl-l^J3 3:FOR USE. �E¢NG�IHEERIyyNG B��T Oesign valitl�or use only witb Miiek connecbrs.Th'S tlesign Is baietl OMy upon pamm¢�ers sbown,antl's Ia On indnitloal�nG component. ���{�� AopbcobilBy ot tlesign poromefers onC prope�incOiporofi0n o�component is responsDillh o(bt�iltling desi0�e�-nof fivss tlevgne�.Bmcing zM1Own � m�k Anllla�e I 'eforlatemlmpF�ollndividoalwepmembersoNy.Atltli�iomHempomryGocingtoirizuresfadllrytlunngconsM1OCtion6theresponsbilhryotine erec5a.Atldtiorwl pem+onent bocing of ihe o+eroll shOCNre u ttie resportvbiiry of Me bWtlnB tledgr�er.For general gudo�e raB�rtling gtg Smndsiee Road bMicofion,q�olily conhd,4oroge,tlefrvery.e�aCfion anC bowg.co�M ANSIRP�1 Quafily Giteria.OSB-B9 antl BCSII CvOd�g Componenl Etlenlan.NC 2]932 . , . _ _ , ,...cl.a=�na�n nP lRl N,Ine SheGi.$oit¢312 N¢sOrdw.vA 22314, _ � � � O � � � �_ � � _ �` E o- o m „ �� �� o a3 � d.� � � d � �� v�� C � �O N y E O W �..U o D � 6 C � �' � � C O O L rtq„�,� � y� c_E Dr `O � L C 'u ' ° o .o�`u m . o .o .._ °' o o m � 0 30 3 W N D .°��o 02 �3 u � p a� o pv co. Em mo > -' 2 £ £ °U m E t `oc p.'o o � :oc a o � '3 0 � � ud c �p� a A T� c�- OU �� d �C_ aT� =0 `pd 00 p � Dr d O� � 0 d 0�� �U D y � N � �o� � B om " oo_ n� ��c o� b�5 °o °c'q n a � nc om � N "O C - > �oo`o �n m° rn '�o� �r m� .a,o °C90 -° d JL a OC �' ° D EE -3 ° p� j - °°; com� o °-' d ° ° az m� =° d2 o`ou ca „°' D n � Y � ^ `yo rn� c ey�� V � om �°�o� o�.° ?nt � °"a 3 � .do �°." °a� oE oo �v -°� c E� � 3om Lv o° W 'S � n`� n�m° -�05 r � a a°� o�a � ° ow mo '�o a�iE n°o d ° �= r jo� o ood ov ov ��f� � d �O ��a� � o `ood a °'-a 'o� -_ �D �� �`� a� oQ �d �c �d `m mtn � o ET W 0 ox � o.`o�° oo �� � „ o�` ?' � „y N`m °c`o °m N� rm �o 'm c° oc �o o -m '-°'n._ y�o � � O � o ma�r � °_' o°d� � P' m `o N� mx ma� o?�O �� o o`u Eo 0o c °� -° c�m nm°1 �Q � � a ° p2 �a, m ° °�� E ov � o° = °' Q` ��� a° �nti -°� u` g 5_° v mmc �u � � �.= o n`- y� �y �cs d °.�o c 'c °p °'� acv �= ym� .°°' EN m uo o mE�.a� o�� od � •o rn �d �u � � �>.-°'o E u o rn m �_ P 3 E o°.E °-' °u �_�G u�u o � � �� a o o � y�d'^ a,� j -o0 2poo a� o oy_ � o� u vd c ° cm oNo oa � Oa on 'o 0 on m��o' ��-o`o � c a <a 3E� Z„ a`ob U aoo p� �„ �� V� u a._ 3 mo U � o � � mo. mo� �Q a 0 ri ri o �ri ,o n oi ° � cJ ri v �n ^ ^ oi w o N aaoH�doi � v L P 5-eJ h � C vwj � , v O y p° X N �� D3 U YN u� U w �"+ ae c ° �? z rn < � ^ .;_ �C O c� 9SM O Q LL O � � � � 30 �Z w � .. ��q N m n W O �' m N � e i �°� 3 U �i' U� pS p �O 'V r { n W �p O � �r � m P � � e Q �P �- U � ' O m Q mQ � p �g���9 4 �ia c � � 0 � U �Z � � NQ o N@�. �� Ci�pe�N �� 'O 2� � Z� w ¢ �b K � �y� oe (V Q Q J Q 1' y W�O w �i6� OI � U LaM G n ;n a �- cy°; h �� 2°� c � Q Qti N Q v�-��o Ww W � O] wv! mN W .. (7(`�b� 3 C � CO $� L' � r�. �O�P ���l� � � 3w � w O � u Uw Ok � � �nPWtV � w � '° � � wx a'� U O_ wvZ� x u rc�- Q� r N Q � a o ,n� U � ��n r�.w °' r'^..jw am 0 ".' �?aeo � - ai� � z0'"' O� O U �c.°��� 42JOH�JCIOL �Q� UZ L U WPZP m j. -L ? O�U m O NC - � a� O C j . O U O NO O � J ,.� O C� O� � � � � 01 N N C tV 6 U'� N C p � N �O U �.^ O C J. '^-O� O N NO tV �-O�� O OU � NON � �O �O 0-ON Z C�i7�L�a) �a ` "' � � aC � � �C Ncaol cU =i2 � O �E L U C O oa�roa� �� a�`o !- � a� E oc= o._.� o � o� � �� o �9-a 4 ° o c � � 'c a�� .fl.�w � o� � 'o�,��o� . � o� a� om oE uom c °-�o�o Eoo o ''�� u_000 � a� w ='� ° a� E �� '" .a�- �� �' � � co` Z �9— � o � `� om� �� � a�a� �— a� � =tl ? Q a a� � oa p »� o �� � � ° c��o�` � a o o.� �o= .� o'o_`0 3 E ° �r � 9s �-o 0 0 �s a3 0 � o a�a p o �, Q_ � � aa��.,� a`� c� � 3 ao a� o p °_'} � T� x o ° �� � o� N � N °� Q �� _o �� � oi�' `o n-o � ° G N �p_� �.N N �- � p W �s.` � U �X� U � O O � . U� Q O 3 z �_ E D o> > � � o_ O ua� aj= n ma� � om � a c o _ ab o � c a Uo0¢ o `d � �Q� sm° 'ov s�OOr J -o �-�.S 'aao � � c °UC��t� V1 . Z� �r ld- ; � ac •- 3 Z ca °,- c—.°� � .. °Uc °�� °'m � o '' � � a U �0.� °�:�a�o c a ^° o ' Q °o`om�5�5� 0 � U ao W m �?��m� cU � L- i t ° o H � a U' ti .. �. � s- =� � X � Z �'� � N c \ o� . g � d„ � �t p a =�, �= � � j m � Q om . • Job Truss Truzs Type �ry Pry E6171891 EA-98]15 COMN 1 1 ORDERS Job Refere�e o tional NVft Homes,% Z250 s Aug 25201 t MiTek IrMuslries,Ina WeE Oc�12 73:0326 2011 Paoe 2 ID:ZZ6c�ANtHDmkafoSWiW7Lljzkx+Y-5Cm25p]9HXEPsMtliFrh4 W FGzfDpRTu?L4qfJUyU9oV 12)Designs checked for ASCE 7-05 wind al 120 mph,vrind reactions x 0.56 will adjust wind load reaction to a speed of 90 mph(0.69 for 100 mph and O.B4 for 170 mph).All other coeffcienls remain Ihe same as shown. 13)SPF No2 and SYP No.3 can be substiNted for SPF Stud Grade material(Roof trusses only). LOAD CASE(5)Slandard � - � �' � T.+...]ENGINEEPIN��� � {pN[/lt(Jf.-Ve�y deslgn paremcters and P.EAD INf'ES ON ThTS MD A'CLGD5D AIITEi{RE3'EREM'E PAGF.AII�]<13 BSFVF£RSE. fd1�Qw Design valitl for vse only wim MTek connectors.ih¢desi9n e bosatl onry vy�n Pmomefers stwwn.o�tl p fa on iWi+itlual bdtlirg mrtWO�e�I. qppliWbiliNo�tlesignpommatarsontlpwpe�incotp0�otion>tcomponenihrezponsihTryo�builtlirigtlesigner-talhvatlevgrret.9�obill95oftlwie � AMiTekAtlllie�e I u for lo�eral svP�orl ol in�rvitl�Ol weh members only. AtltlitiOwllCmDwary btaciry fo irtsvre s�obiliN tlunng consfivctlon is�F�¢�esponsi ty ^ secta.RtloAio:wlpertnanOntYe��rvuv.ererfi�na Sr�drgecorivw�AINS�RPIIO�alityCrile�la.OSB-09antlBCSIiB�OdingCOmponen� 818SOUntlsitleROeE � . ...,.wy.r nn . . cn�m Hf.9932 .. � N � � � � p � � _ U 7 ' N NL O m �Eo � . -° . ° `m mm `� o ��o y a ° � � m `p "u� r ai L OC CN Olc 9 t] �� � D 00 N„�. 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ORDERS �.p505Aug252011MTeklnOusVies,lnc. W�Od1213:03262011 Page1 NVRHomes,X 1�:3URKSHtqziLvFD 1_o3KaWzj^3J-SCm25D�9HXEFsMdiFrh4WFHkfHcRTZ71AqIJUyU9oV t2b-fi 1F11-0 _�� 0.Y.10 B'S-� a.y.�a 4"2-00 it _��.q 4.2-10 4'Z-14 Scak=L512 0x6 O 5 12 it tO.W 12 3x46 3x4 J 6 d 3xA O 3x4�i � ] 8 ,] � 2 JIo t �o Oz6 II 4x6 II 3x8= 16a1A 8�5-8 8-5-8 e-SE Plat OH et (XYl' fY0-2-80-1-21 8:0-2-110-1-2 PLATES GRIP DEFL in (loc) IldeFl Ud LOADING(psQ SPACING 2-0-0 ' C51 MT20 �9���44 21.5 TC 020 Vert(LL) -0.07 8-10 >999 360 TCLL Pla�es Increase 1.15 B� Q 44 VeA(TL) -0.�7 &10 '999 z4� (GroundSnow=30.0) �umberincrease ���5 Wg 025 Hoa(TL) 0.02 8 nla nla TCDL ���4 Re Siresslna YES >g9g 240 We'9h��891b �-5� gCLL ��� CodeIRC200B(TPI2007 (Matnx) Wind(LL) 002 2-10 BCDL ���� gRACING W MBER TOP CHORD SWCWraI wood shea[hing directly applled or 6-0-0 oc Pudlns. TOP CHORO 2 X 4 SYP No2 BOT CHOR� Rigid ceiling direcily applied or 10-0-0 oc bracing. BOT CHOR� 2 X 4 SYP No.2 MiTek recommends thal Stabllizers and required cross Dracing W EBS 2 X 4 SPF SWd be irelalletl durin9lruss erection,in accordance with Stabllirer SLIDER Left 2 X 4 SPF Stud 2-8-3,Right 2 X 4 SPF SWd 2-83 Iretallalion uide. REACT10N5 (�axHoa2=6308(lC8'(min.0-1-8),8=660143-8 (min.0-1-8) Max UPIiR2=-261(LC 9).8=-261(LC 10) ManGrav2=760(LC 2),8=760(LC 2) FORCES (Ib)-MadmumCOmpression/MaximumTension 5_11__549I320,S12=-549/320,&12=-641�302.6-7=-69?1326, TOP CHORD 7-8=8281296,8-990I25 3 4=697J326.4-11=6411302. BOT CHORD d_��_229�z�6,5-10=225/468,6d0='ZZ��Z�6 WEBS JOINT STRESS INDEx 8=0.85,8=0.46 and 10=0.64 \�i�i����"""'�i/��� 2=0.85.2=0.48.3=0.00.4=026.5=028.6=026,7=0.00. \.` S?-,��.,.`'�:; NOTES (t&13) (`',: ..�''�'"`;'�i ">-.: '�r 7)Wlnd:ASCE 7-05;720mph;TCDL=6.Opsk BCDL=6.Opsf,h=25ft;CaL II;Exp B;endosed;MW FRS Qow-rise)9able end zone and GC���ti��`, ;�' % _ Exterior(2)zone;cantilever left and rigM exposed;GC for members and forces&MW FRS(or reactions shown;Wmber DOL=1.60 �� plate grip DOL=1.60 II;Exp B:Partially Exp.;Ct=7.1 — _ . . - 30.0 psf�(ground snow):Ps=21.5 psf(roof snow);Cate9ory � , �_,,r,-, �: 2)TCLL:ASCE7-OS:P9° ,. `::�.i�,':',U''�1,.^� '- ' 3)Roof desi9n snow load has been reduced to account for slope. . � 4)Unbalanced snow loads have been considered for this desi9n. �;'J � 5)This Wss has been designed for greater of min roof liva load of 16.0 psf or 1 00 times flat roof load of 23J psf on overhangs J;i ,';:,I�,'�c` ,i\ `-" nonconcurtent wi[h other live loads. �� .. - 6)Thls truss has been designed for basic load combinatlons,which Indude cases with reduclions for multiple concur2nt Ilve loatls � ;, 1, `_ I 7)This Wss has been desi9ned for a t0.0 pst bottom chord live load nonconwrrent with any o[her live loads. !'r ', e �'f-� 8)•This wss has been designed for a live load of 20.OPsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0 0 wide will fit belween the bottom chord and any other members. � 9)Provide mechanical connection(by others)of wss to bearing p�aSe capable of withstanding 261 Ib upllR at joint 2 xnd 261 Ib,gp�iR t joint8. 10)This Wss is designed in accordance with ihe 2009Intematlonal Residential Code sections R502.11.1 and R602.102 an �EB 0 2 2012 referenced standard ANSIITPI 1. t1)'Semi-rigid pitchbreaks wlth�xed heels Member end fiwry model vras used in�he analysis and desi9n of thls ss. Con[inued on page 2 .. . _. . .. . . .. p�{� NG�„��� � Q READ NOTES ON Tffi5!�D INCUNE➢tGI c'A F£FEAEMS PA�'E'� � 3 3Ei0AE�Si.. V�p� A Wt,RMNG 4eri7Y tlasi5n Paramer.�-a en � oromeies sM1Own,a�tl� x°er�ot Irvs d 9��Cg���sM1O� q miTek RHlfete I Design�alitl for ose only��h M�ek mmnedo�rs.i�rs desg'w^�compone��s respo sbl N oi Doiidng tlesg.onsvoction'rs tFZ responsib110ry oi me 'qp�cabiiry of tlesign pommeters ontl�m�ar incoiporo . � � e� 818 Sountlsitle Roatl u ta•blem'sapP gpp s:rvcLae h I�e resporuiblllty oi fhe bu^tl��e^a j5B 89 antl BCS11 Bvil�aCorm n9 � Edenim.NC 21932 orf of indnitloal web fnemben only. 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Q ] WN W M��p W"' GI � •b r � U �� ok 0 t� �rn�°� p�ll� C u � wx z� U Q w�-i�"r�i 4 q �� Q N H � .V Z Q W � N�._ z U � ^�ni:m Y �� L'm W MP� F kIJ � ZOW O� O PO � ObOHJd01 O�= x� O U �°�_ . - a�- UZ n, U WPZP > L � N m OLC C N C �' U m O p�j � p NO �O � Cj p:" C m N � a � \ `ou_'� ° oa �`o.n`c5 a� � °- o� � � :°+ u m �= N a-o o� �.- o` � Z'.o ° g= `0 5 � `c�o��.ca� � � _°a w° a� ��� o ouo 0 o c Eaa� N�� N � L � C n L N � N N O O � �.� 1- Q p C�` � C � N O �- O"� O �E N C O Ol C U C 2 d Q C U -O O O 6 c . � N E O C= L O U C � �n .- oaa� oa� � oE u,om � � �-`om .n��u' 3u-oo � mwoo u�, � S °�,� �° „ auo —�` °� oo �oo` ` .�4 �aooa� m � � o a� c a� a � ma � No `o Z 5 � o o � o� O °-o`O� a - o`s _ oa o E � °- O am�-- a �:= �' ��>om � Q � N � Q� N o O � O O �� � �L �-� OU O V N O_> O C U �� �_.� K �� U Oo- � Nv�.'^ -O�� N .��L N NOp) Z ai� Ea� <* n� � ��� c o' v hE . o� U �� . o a�= � 3 c�ao��o a Uoo o c � ��rom ax� u `oo `m .oif. oQa o . i Z ¢ o °� o`Qa�i � �o = v c�a� � � ua� Q� ° ao ° � maEoo � _r ��- : u g � 3�£ Da�.S -o °-oE ❑ � co °°'a ' Q - . O Cn Z c� 0= C � � � y O ��UO`�' N � U � m� wu U `� O � U V O � p�C N�C � O � ! f a o Q � � O U'„'O 6 O C . � 06. y � m Oz2�m�=U J - - j3 � x � Z �' — � a ° Q �- � � �'°�= o: . � Q � � W_ � J W �O N O]N __ m CQ �m � l Qty P�Y E6171892 Truss Type Jo5 Truss � � COMN Job Refereiu'x o lional 1�. W��12 13:0327 2011 Pa9e 2 OR�ERS ��98716 �,p50sAug252011M7eklnEUSVies, ID:3URKSHIqziLvFO_P_o3KaW y?3J-ZOPAGRqhva(SSOxqFyMwtlko5U3tlrAwC9Z9a�^�19oU NvR Homes,X 12)Designs checked for ASCE 7-OS wind at 120 mph.wind reactions x 0.56 vri��adjust wind load reaction lo a speed of 90 mph(0.69 for 700 mph and 0.84 for 110 mph).AI other coefficients remain the same as shown. 73)SPF No2 and SYP No.3 can be substiWted for SPF Stud Grade material(Rooi Wsses on y. �OAD CASE(5)Standard . .. . ... . - � " �ENGINEE�iING 9Y�� �`!k�{1 Oeri dcsl parame[ers and FEAD�OiES 0N7`n=�D��LLDEO MITFA�E�E�'�E PACE�'%��3 SEro��SE� I � tj ya I A mprtp'�uG� fy e^ on rameters s�own.antl is(�o^'�ntlivitlual buxl'mg component. p Mi7ek qMii�aie Desig^vofitl fa vse oNY'�^K'M�=k connc 1ors.ID6 tles9n u bosetl onlY�P. P� to Ins�rta NabliN dorin3-onsNSfion u�ha resPOnsibilllry oi th_ prypn of mm or�ent u responsibill of boiltlinB tlesigner not hu?t tlesgoar.9raarg o ? � . _. �....r.�ncan ornameters ard Woo��°!a�„�.�rol fempaary bracv�9� � rp�aner.io�9enc*d g�ance�regartllnB N1 818 5amtlsiEe RmE _____ : • ---- � � � � O v � � Z " = � °- o „a c� E o� o vt � � � � �7.*� a �d �r,E D � �O L � 0 E O m _N U � �O -p �p t a d O.-; �1� � ma�w o2 �9c o o ° -' ° O -a= m . c v a� ° 5 � u� o` � r Yf�W�.q. � mm moo �-o �o u u_ o_ `o � a�o 0o E� m j s� ° t c o° 30 3 v V � � aPi �.Pa� sO om � `oo_ a� � ° o °' �o ° a� c� o o� � � w�` �o � c p_.. mo 0 0- � E �or n v � �m � N •� 2 ` �m' rn.n � o � �;a oz �a =m yc o�5 °o t rn° o � `o Qm -� �o j_ oo a�Oi°°�d nd °i$ rn '��n �„s �� ai- D�° °y m= n uc� °� �' ° ',c ooai °o � O � mo .°'DO� ° ° �5 . � °„°< �3 .^ m .oaZi Uo`u -°°c' ad ° n` � v `m 5 � � `c u L �1 m._ a C6 .�. L ^�`o > -a o m o� a� a t � � EE ��3� o � 3 N om vaoc °'.0 2m=� _-m o�e9 �30` E_ ;ca oud oQ _� toi v`=' m v � � `mti d 'm � c o y o „a o � "o o � E � � i �.0 p._ p�u Dc t�.a o t >� dU Uo D oU po o � : 7 `O'j U� 7 ^, pa �a ���o� £ o `ooa��i o °ma� 26 �°' p-a 20o a��iE do �o �� 0 2c u_° m_o ^ � �m w LL p -„°o aa�a �a v�d r o� =' a�a�i .°1c�Oi r� o?o °'E „� �m uc ^ _`m� ati va°in °o ou` � � u ���� �=' oa�=' °� vE °-' EE � m � m � ov � , _ o a� > �.c . c..� E� O O O O r P'� X O U�F 11 N O � C N X � N O«'O ._ N D � E O .O v C O C "O . 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Y/ Wm E N .�`i� U czM K i. �.a.. °' i w� w � F� Qep�"� s O ¢" a °.- °' .��¢� rn � Q O � m =j WN W N (�J[h�� �� Ww� C .o n i u �,.� 3 w O .... ,o�n P 3g� v � • � (�w �k O Q �o.� o�u1"�, c , � �..x =� U Q "' WN u rn � �~ wm � W a� r. 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O ° .00 � U' S.00= c`m � coUC9,�al U ;�e o � Z .. °U c O1° m u � ^ p Q �O �'�"O'O- C -� a cu C � O`p � ' � � w o w H � m �ZaOm(j �U �' s- � O v� � p ¢ . m� iu �• Q � ,,, .. � + �nQ �+ C �a o: .. O � a Q Q � � m.- , .� m � Z m�j � . � , p�y PIY E6171893 Job Tr�ss Truss Type LOMN � ORDERS �'98��� Job Reference o tionai ]250 s A�g 25 2011 MRek Intlustnes,Iric. W etl Oc112 13:0327 2011 Page 1 NVR Homes,X ID:X�M1'1'kFk00BVIGtuobDiCCSSZizDtl-ZOPAGRpIwafSSOxqFyMwCkoQ33aVW�92qa�rvryU9oU . �yY3 1611-0 l.t 4-3-13 �$8 4141 4-b13 >>'4 4.3-13 4-1-N � S�ale=L51 3 Sx�J 3 12 10.0� 12 11 3z8/� ]x8 Q . 4 2 5 1 fi �o � g 8 1 6x8 II 10 4x6= fix8 II q 12 II BxB= <x12 II 1243 1641-0 4113 a�8 y141 0313 a-3-13 Plat Ofts t (X Y) �1 E� n 9 31 13�0-3-14 o-2-Bl ISEdge 0-23 9:0-4-0 0-0-12 DEFL in (loc) Ildefl Ud PLATES GRIP LOA�ING(psQ SPACING 2-� C51 MT20 �9���44 TCLL Z��S p�a�eslncrease 7.15 7C 0.36 VeA(LL) -OA6 7-9 >9BB 360 Ground Snovr-30.0) BC 0.60 Vert(TL) -0.75 7-5 >999 240 ( Lumber Increase 1.15 ryoR L 0.04 5 n/a n/a TCDL �0�� RepStresslncr NO WB 0.95 (T � �999 Zqp Weight212ib FT=S% BCLL 0.0 ' W ind LL 0.06 9-10 Code IRC2009/TPI2007 (Matrix) ( � BCDL 10.0 gRACING LUMBER TOP CHORD S�rucNral vrood sheathin9 directty applied or 4-t0-6 oc pudins. TOP CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceilin9 direclly applied or 10-0-0 oc brecing. BOTCHORD 2X6SYPNO.ID WEBS 2X45PFStud'Except' 3-9:2 X 4 SYP No.3 or SPF No2 . - WEDGE Left:2 X 4 SPF SWd,RighC 2 X 4 SPF Stud REACTIONS (IWsize) 5=5865/03-8 (min.0-215),1=579310-3-8 (min.0-245) Max Hoa 1=�53(LC 5) Maz UpIIftS=-1080(LC 8),1=-�426(LC 7) FORCES (Ib)-Ma�mum CompressionlMaximum Tension TOP CHORD i-2=-6723I7205,241=-45381864,3-11=-4412IBB3,3-t2=-438&896,4-72=-0538/867,4-5=-6715I1206,5-6=0129 WEBSHORD 2-10=�47212890.3-e-1029/5426,4-7=-46512769,2-9=2026/486,4-9=20131477 JOINT STRE55 INDEX 1 =0.94,1=0.00.2=0.94.3=0.82,4=0.94,5=0.94.5=0.00,7=0.40,8=0.99,9=072and10=0.4 \\1" ..1;':':: //, NOTES (13-14) `;�\��y n, 'i��L�.'r_.�/'�,/ 7)2.ply tmss lo be wnnected togeiher vrith 10d(0.12D"x3")nails as follows: ; Topchordsmnnectedasfollows:2X4-lrawat0-9-0oa \ r,� ,•���_,,,,�,:�L� Bo@om chords wnnected as foliows:2 X 6-2 rows at 0-6�0 oa ,��� ' _ � W ebs wnnected as follows:2 X 4-1 row al 0-9-0 oc. _ 2)All loads are wnsidered equally applied to all plies,except it noted as fronl(F)or back(B)face in the L0.4D CASE(S)section.Pl�to r ;r� ^• -. _ .. 1,iZ. ' ply connections have been pmvided to distrihute only loads noted as(F)or(B),unless otheraise indicated. � � ; tt 3)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL II;Exp 8;enclosed;MWFRS Qow-rise);cantilever IeR andright ' _ �(�C��J�.o''' ,�... :_ .TI 1 ..,5�;r ��. . �� _: exposed;Wmber DOL=1.60 plafe gnp DOL=t60 : `�, �-,. � � .,;_—. 4)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=21.5 psi(roof snow);Category II;6cp Bl Partially Exp.;Ct=7.1 �' 1 ' ,�:� �' 5)Roof design snow load has been reduced to account for slope. . „ ` 6)Unbalanced snow loads have been considered for this design. -' , ' 7)This tmss has been designed for greater W min roof live load of�6.0 psf or 1.00 times flat roof load of 23.1 psf on overhang� � i � � non-concurrenlwithotherliveloads. '.�'-��� , 8)This truss has been desi9ned for a 10.0 psf bonom chord live load nonconanen[with any other live loads. 9)'This Wss has been designed for a live load of 20.Opsf on Ue bottom chora in all areas where a rectangle 3�6-0 tall 6y 2-0-0 wide will fit behveen the bottom chord and anyother members. � Eg Q 2 2012 10)Provide mechanical connection(by o[hers)of tmss to bearing plate capable of wi[hstanding�08015 uplift at joint 5 and 1026 Ib upli r Con§1VdR�Bbh Da9e 2 . _ . . . . .. . . . . ... . . . . . . - �ENG�N_G9v�Yi� I [ L READ NOTES ONTHIS 6:YD INCLUDLD D�ITER NEPEP.ENCE PAGE� P73 BEMRC USE. �VA � � �qqgM� Venfy design parame ers un ^ n _- I � Dev9^�o4tl fa ase onN�ib Nu1ek connectors iM ae4g - b setl only opon pamme�e s sho ontl¢far an ind C I bvldng componant. �,�K qh�ua�e qppLCOb iiry of tleagn porome�ers bnd pmPer�corpw 1 n of c mponant b respowbi ty oi boldinB des gner ot hvss tleagne B oc g shwm b ior latemi supPOrt ol indrvidual web members only.Ad��^°re s�roe rew000sh�T'�o�'��b�il�ng tlev'B�n F°°G^�9�Oes eB�d��o�� 818 5oundsiee RaeG _ _ _.. .S n nunrlfne Cortloonenl . i �, — ---- � . - � � � o � � Z v > _ � � v ` a � o „o ; o �� o m� r � 03 I ^ d m N W t O �� �O d 0 E O OI L U � C "O O O `� 4 � N� D N �A'� N✓�i C�.E D r �O� O C U 7 'U O D U U . � �C n �U O O � p O O p L � � �OlNw O2 �C O d . p c « . 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'o�o � �-° ° ��- °- c.° �� oo �g „ � `o'a� � °-' a�i , . a�e � S m Q � a�i 5 0 � Z � �= `o u° � �� °;'� ° � p n`o°QT (o>- r �ag o E � a�iQ � �rm-� ooN� a3o � p °� o � "' � a.? x° o �� � oN a ��o� Q a �� m ., 3 �a,� �am-o � �cc v o � a�i� Ea� Q°' m ��� � o � `.ro� U ox� u 000m m�. oa000 Q V`oo a � � O u� n= o a 3 A Z QO ��^- '�- °aa�i � a��i ° .o � �30� � aTaa Daa � Qmoo��� � O '� � * `ac U' Sno- c � � � c_U m �_ . 6 'c o Z c H a U c o�� O�U � Q ,�° oQ U a° m°>am` � � r f((��� � O oo` e, � v° p`oa��S° `o .� uy N �' p� � cZd�°'C��U w (� � Q s- I N � u� X a Z 'i' _ 3 � � �� a a « a �' Q w ' _ m_ a N m N � m � Q Om I . :Y p�y Ply E61"l1893 JoS ^ Truss Truss Type EA-9fl717 COMN � ` Job Reference o tional � ORDERS 7,250 s Aog 25 2011 MiTeklnduslnes,Ina W etl Ocl 12 13'03:9 201� P�9oU .NVR Homes,X� �p;XyJ VkFk008vICWObO(CcsszizDdZOPAGRqIwafSsOxqFyMwtlkoQ33aKAIL9ZqaDrvry NOTES (13-74) t i)This truss is designed in accordance with the 20091nlernational Residen[ial Code sections RW2.11.�andR802.10.2 and referencedstandard ANSIlTP . 12)Girder carries tie-in span(s):3t-17-0 from OAl-0.to i 6 7 b0 13)Designs checked for ASCE 7-05 wind at 120 mph,wintl reactions z 0.56 will adjust wind load reaclion lo a speed of 90 mph(0 69 for 100 mph and 0.84 for 110 mph. other coeffcients�remain the same as shown. t4)SPF No2 and SYP No.3 can be substituted for SPf Stud Grade matenal(ROOf trusses only). LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pi� VeR:1-5=-634(F=-Fi14),1-3=63,3-6=-63 ... � -.� ' �ENGINEEPIN��� � WARMNG VnJy�°�'8^.F metersa�dR£ADNJTESONT"IS/:I.'DINCLU➢ED RTEXR6�E�NCe AGEKII'1<>36G'0.4EI)t� � - n tl s gn o�im s tleagner.Bmci g hovm q M;iek nni�iaie �esian valltl ia se o�ly wth M iek connedors lhis d s gn�inbf comPOnent iz responsib fty ot b Id ng�s(w�o; �tlio bme re9ponsibill ry ot iM1e I qpplicability of tl 99'Pa Opeters Ond p�opat i con' bmcin to ns�e stabilih tlu g u orloferols pporlol tl itl olwebmemcerso �y Addt �Nemp rory 9 � g�g�untlsideROad . _ � �,bmcin�o(�o e�all-hvcNre��th espo s be'i co�he���Cdnerian PSB-89 and�B611 evJC n9 Componen EdenloR NC 2]932 �----� y..' . I � Q� .�-. � � a � N _ > ? @ `od`o m a oc o � °1t 0 m �. 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L � CN O � � N > N 00 p �..� � ��.� p� C7 NO � O-Np h " N � O � �U p0 !a- �O �.N O N O � d C "' � C O.'�- �'�W 3 U� � � j p)T a -p� �� O E UON C p �O N U � O Q C+- p0 W � C � NE C � „� aU0 � '��-60 �00 OjC.L1 �-000 � � „�� K QNO= N .�J_" ` ' NQ N � OQ Z �9� OUO � "VOminU� p `a - o�. `o ; _ o� o o Eou O aca� u "`oe� � ° �u`o2 p a�r_ � a� `"O:o �a � aa� r� c � 'a oo �s a3o � o �- � � �-` x � m � °'' � �".o� Q � c�°� N 3 "'a c °�� � �, � ac Z aa �rm m ��� c o' � :'s � a�i V `o%� o a� o` o � o�= o` o°.a � o° 1 Z U 00 Q O °w I �O Q� r 0 O =^ � N'O� � � U N p_=p � O.'U.O �N N'o E O�m'� �- � u o � 3og a >5� a ° o � ocoo a , � p I ao � �.00= � � � � oo�Uo� a� U ' Q Z .. � o�.` o>� ^� `o �' U v o� o�.� m�� � . O � I � � ° w � � 'O � o NaS� o L- uy W � tp OZ2�m(� CU � Q . . `' g � x � Z "' ._ a °' � � � �i' a a �G m:_ J J � � � m h m C Z H U � Q �O] i , � +a . •♦ TmssType ��Y P�Y Efi171894 JDD TN55 ' ORDERS EA-B671B SCIS � JoDRetere�e o 6onal 7250 s Aug 2520ti A47ek induslries.i�. H'ed OG 1213:0328 20N Page 1 NVRHomes,% ID:3URKSHtqsiLVFO �o3KeWy73J-1eiYT^7ahunyUAWOpft9lixKZ?SyNLSbUJmOMyU9oT _ �$e 13�2-6 16-11-0 �-�'-0 0.11 �"�0 4&14 4.&16 3-&10 ��� 3&10 Scale=l:W.3 4x6 Q 5 10 t3 10.00 12 3x6 O 3x6 Q • 6 4 Sx6�� Sx6�i �� � 3 6x8� Y �. 'O 8 �on ��2 �Z 3x611 lo 3xa II 5.00 12 6x8 II 6x8 II &68 13ib tb11-0 aaia . a-e-ia }gm 3&10 4-&10 PlaleOffsets XY: 2:0-2-90-0-17 8:0-2-90-0-17 p�qTES GRIP DEFL in (loc) I/defl Ud �g71114 LOADING(psQ SPACWG Z'�"� TC 0.47 Vert(LL) -0.0511-12 >998 360 MT20 TCLL 21�5 plaleslncrease ���5 gC 0.40 Vert(TL) -D.1311-72 '999 240 (GmundSnow-30.0) �umberincrease ���5 WB 0.35 Hoa(TL) 0.72 8 Na n/a TCDL ���� RepSVesslncr YES Wind(LL) 0.0517-12 >988 240 N1ef9h1:7001b FT=S� BCLL ��� � Code IRC2009lTPI2007 (MaMx) BCDL �Q�� ggpCING LUMBER TOP CHORD SWCWraI wood sheaU�ing dlrecHy applied or 4-9-8 oc purlins. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SVP No.2 MiTek remmmends lhat S[abilizers and required cross bracing WEBS 2 X 4 SPP SNd be installed dur�n9lruss erection,In accordance wiih Stabilizer SLIDER Left 2 X 0 SYP No2 2-73,Ri9ht 2 X 8 SYP No2 2-7-3 Inslallation uide. i REACTIONS (Ib/size) 2=657/03-8 (min.04-8).b=657/0�3-8 (min.04-8) M�Hoa2=322(LC 7) Max Uplift2=-262(LC 9J,8=-262(LC 70) Maz Gmv2=758(LC 2).8458(LC 2) FORCES (Ib)-MaximumCompressionlMaximumTension TOP CHORD 1-2=0/3,23=.1260/351.3-0=-1187J380,4-13=-9671229,5-13=-8871247.5-14=-887/282.8'14=-967264.6-7=118213 •�-g=-7260/329,B-9=0/3 BOTCHORD 2-12=3501889.11-12=-356/913.1�41=-157/913.8-10=-147/689 WEBS S-t1=-t57/820,4-12=0/143.6-t0=01143.4-N=169/297.6-11=169/327 JOINTSTRESSINDEX g=0.55,8=046;10=026,1t=0.39and12=026 �.`,','i�i�:��� ; 2=0.55,2=0.46.3=0.00.4=0.50.5=040,6=0.50,7=0.00. `���`.. „'T'„�,�It���"� o.. � ' NOTES (7344) B;enclosed;M�NFRS(low-rise)9a�le end zone and C-.(��''�;.'��• � _;�'�`I-.,�'=pr �" �)W ind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;CaL II;Exp :;�_ _ _r . �":�'�. `'. Exterior(2)zone;canlilever left and righl exposed;C-C tor members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 ` �,. �-,.-. ' plale grip DOL=1.60 - ` 2)TCLIL ASCE 7-05;P9=30.0 psf(grountl snow);Ps=21.5 psf(roof snow){Category II;Exp B;Partially Ecp.:CY-1.1 _ ' ^ 1j�G,y_y`,`'r� _:�r- r 3)Roof design snow load has been reduced to account for slope. _ `` �; P:.• __ . � . ' .�� : c,T�.j: ',lt' :� (,, ..- 4)Unbalanced snow loads have been considered For Nis design. � 5)This Wss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof�oad of 23.1 psf on overhangs �! ` . , • ^ ` non-concurtentvrith otherllveloads. ����,� �' �. .'3' : 6)This truss has been designed for basic load combinations,vihich Indude cases with redudions for multiple concurtent live loads. � `., ',��-._ " '.i!(''�.. ' ,�� 7)This tmss has been designed for a 10.0 psf boriom chord Ilve load nonconcurten[with any olher live loads. , .,., g)'This W ss has been designed tor a'live load of 20.Opst on the boriom chord in all areas where a rec[angle 3-6-0 lall by 2-0-0 wide _ / �� will ft beN+een the bottom chord and any other members. �.C� � � � 9)Bearing at joint(s)2.8 considers parallel lo grain value using ANSVTPI 1 angle[o g�ain formula. Building designer should beniyy^•..�-���L capady of bearing surface. 10)Provide mechanical connection(by olhers)of truss to bea5n9 P�ate caDable of withstanding 262 Ib upliR at joinl 2 and 262 Ib up i a L EB o 2 2012 joint 8. 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We00ct'1213'.032820�1 Page2 I�'.3URKSHtqxiLvFO_?_o3KaW zj?3.�-�a�YT^q��nyUAW Opft9laKZ?SyNLSIOW mOMyU9oT � NVR�Homes;% � NOTES (13-14) 11)This�tmss is desi9ned�in accordance with the�2009�nd eao6onsx50S6iwlll adaust wiod loads eaction to a spe d,of�90 mPh(O(69 for 100 mph andSO 84ltor 710 mph).All i2)"Semi-rigid pitchtireaks vri�h fzed heeis"Member end.fixity motlelwas used in the analysis and design of�this truss. 13)Desicns checked for ASCE9-05 wind at�120Imph, other coeff�cients remain�he same as shoivn. 14)SPF No.2 and SYP No.3 ran be subs[ituted for SPF�Stud Grade material(Rwf Vusses only). 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': Tmss Type QH P�Y E6171895� JOD� TN55 - I t � �987t9 SCIS Job Reference o tional ORDERS 7 p50 s Aug 25 2011 MTek Induslnes,Ina Wetl Oct 1213:Wt29 2011 Pagi:1 ' 'NVR Homes,% 1�:3URKSHiqxilvFO_?_o3KaW16'-0 mXwg6A5Cvp6K5CNNO0i9tkislzeo3R1�3KwpyU9o5 , 8 Sg 13-2-6 11-0 18-10 4b14 }&10 �11-0 3840 4-&14 Scale=T.W.3 Ax6 Q 5 12 13 10.00 12 3xfi G 3x6 Q 6 4 Sx6\ Sx6 O �p � � 3 6x8� B � Y :. . lo � -� �:' �� 3x4 II �Z 3z4 11 I� ' S00 12 6X811 6x0 I I � ��2-6 1611-0 3-&10 8"�"g 4-&14 3-&10 }8-10 4-&10 PlateOffsets X ' 2:D-2-9,�-0-11 , 8:0-2-9,0-0-t1 DEFL in (loc) IIdeB LJd PLATES GRIP LOADING(ps� SPACING 2-0-0 C51 MT20 1971144 21.5 TC 0.47 Vert(Ll) -00510-11 >999 360 TCLL Pla[eslncrease ��15 gC 0.40 Ved(TL) -0.1310-11 >999 240 (GmundSrtow=30.0) Wm6erincrease ���5 WB 0.36 Hoa(TL) �:12 9 nla nfa TCDL ���� RepStresslncr YES y�ind(LL) 0.05t0-17 >999 Z40 WeighC98Ib FT=S% BCLL 0�� � Code IRC2009liP12007 (Matrix) � BCDL �0�� gWaqNG LUMBER TOP CHORD Structural wood shealhing directly applied or 4-9-fi oc pudins. TOP CHORD 2 X 4'SYP No2 BOT CHORD Rigid ceiling directly applied or t0-0-0 oc bracing. ' BOT CHORD 2 X 4�SYP No2 MiTek rewmmends that Sta6ilizers and required cross bracing W E8S 2 X 4 SPF SNd be Inslalled durin9 Vuss ereciion,m accordance wilh Slabiiizer SLIDER Left 2 X 8 SYP No.2 2-7-3,Righ[2 X.e SYP No2 2-73 Instal�atlon uide. REACTIONS Qb/size) 9=60 710-3-8 (min.D-1-8).2=65910-3-8 (min.0-1-e) ' Max Hoa2=323(LC B) Max UpliftB=-192(LC t0),2=263(LC 9) Max Grav8=690(LC 2),2=�6D(LC 2) FORCES (Ib)-Maximum CompressionlMatimum Tension TOP CHORD b2=013,23=-t264/354.3-0=t186/382�,4-12=-972/234,542=-882252,5-13=893285,6-13=-973/267,6'7=-1196/375 7-8=-12721345 BOT CHOR� 5-10=161!ffi7,4olt=01t43/B 9=0/t43,4-00 28681297,6910ost791336 W EBS ��-,v','.;���':n�;'.i. JOINT STRESS INDEX � 2=0.55,2=0.46,3=0.00,4=0.SO,S=0.40,6=0.W,7=�.00,8=055,8=046,9=026,10=0.39and11=028 ,-� S..v:.!�"�� "i.. :\ �1, � . , .,�! NOTES (13-14) 7 � �)W ind:ASCE 7-05;720mph;TCDL=6.Opsf;BCDL=6 Opsf;h=25ft;Cat.II;Exp B;enclosed;MW FRS Qow-rise)gable end zone and C C`�„�� (.- Exlerior(2)zone;cantilever left and righl exposed;GC(or members and toices&MW FRS for reactions shown;Wmber DOL-1 60 ,� Q- _��9�� � < plate 9riP DOL=1 60 II;Ex 8:PartiallY�P.;CY-7.1 __ �,� -ntil,�.��LU�• ". � .'y 2)TCLL:ASCE 7-05;P9=30 0 psf(9rountl snow);Ps=21.5 psF(mof snow);Category . P [ �e� ;'"' v. '.0 . „.r.rl� : 4.i � 3)Roof design snow load has been reduced lo accounl Por slepe. T_., ,';_ ., , 4j ,� 4)Unbalanced snow loatls have been considered for thls design. ^`�, �. .-, iP;l •r^ . ' i 5)This truss has 6een designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 23.1 psf�on overhangs _C , non-con�rtenl with other Ilve loads. �/i , 7�Th s truss has been designed.for a 10.0 psf boeomnchord Iivelload no concure t'with anylother�ve losdls concurrent live loads. ' _ r� .�4� �z,.�.-�.��� ,�`�l 81'This truss has been designed for a live load of20.Opsf on the bottom chord in alI areas where a rectangle 3E-0 tall hy 2-0-0 wid will St belween the bottom chord and any olher members. � / 9)Bearing at joint(s)8,2considers parallel to grain value using AN51liPl 1 angle to 9rain formula. Builtling desi9ner should veriry ! capacity of bearing suAace. ' 10)Pro�ide mechanical�connection(by others)of Vuss to bearing pla[e capable of withstanding 1921b uplift atjoint 8 and 26316 upli al � � ���� joint 2. ���i Continued on page 2 . . ... .. - . .. ....� .. . 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O ^ °05 � cQ a °p °'aa� o � I � � m n� ��' m ' cZn.�m('�jcU "d Q. s-- ° o` in � (9 ° ` � F X � Z � .. � a a y Q � � � �°�' o .. �, J 'Q j_ QJ� a � m c ? mU . `z 1 Job Truss TmssType n�y P�Y E6�71895 1 ORDERS EA-987'19 SCIS � Job Reference o tional 7250 s Aug 25 207 7 MTek I�ushies,Inc W ed Oct 12 13:03-29 2011 Page 2 NVR Homes,X . 103URKSN�qxilvFO_?_o3KaWZj?3J-VmXwg6rO5Cvp6K5CNNO0i91kisizeo3ft'I]3KwpyU9rS NOTES (13-74) 1 ij This trussis designed.in accordance witFlBe 20091ntemational Residenfial Code sections R502.t 1.1 and R802.102 and referenced standard AN51/iPl 1. 12)"Semi-ri9id pitchbreaks wiN 4xed�heels'Member,end fzity model was used in the analysis and design of this truss. 13)Desi�ns checked forASCE 7-05 wind a[�720�mph,wind reactions x 0.56 will adjusl wind load reac6on to a speed of 90 mph(0.69 for 100 mph and 0.84 for 1 W�mph).All other cceffcients remain the same as shown. 14)SPF No2 antl SYP No.3 can 6e substiiu�ed for SPF�Stud Grade material(Roof Wsses only). 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U � O � N o � 6 a O a S�.� . p�U � �� X N N C N �.U.� O C-O O'O C � N � � � O � p U p � "at ° e� m= � Qao� 3��° � o� o � c Eaa� � c a���s a� o a �° Y a� ��� o o � a m > a� o 0 0 �.�. � �`0 �4°` oo m`o � � �°'o " a�E so ° rn oU �`czaa�. � E o �= oma � oamo� `o � °.oa� � oa'oa� .Q��"' c��o ° 6F`.�.�°° . _ � u' o.� °� � �� � � a��ia °' a�i °��' o ° Z '�� �`ou'.4m ��omo �� m pfl-`a°Qa o`° = °�oo a � o � °- o a_cm � ou � Q� `o � � °�= � m `^ c >,? �'° ° �a � aN am�n� Q a��m -0-�3 `�'a �aca � c ,�,� � aa �NN N.� � Ov � � HC L} �_ .p m� c CN� � �U ° B U`oo4o °n `oQ� sao � �'v a�a°�a�i O ua� Q� ° Q��� �� �� �� °� � � � i9- a ; � a �'3os �° a5,� a � o � oco �(j�-o � O vc � CQO'� c_NC c-�U N t- . O .� O Z H �U� m� mU � r,,aj M� o � U �° ° �_°'a a.o c = O � ° ° w � a ° aa� > >- ° � L_ I I U `1 N � C9 y Z2�mC)�._U 1 i � O N (' � � � �-- j.� ��-. � � Z �d .. a � 0 3 F °t - \ �^ I � a- � a w a' Z m� �+ cQ �U _ , .;. �pp Truss Truss Type Qry P�Y E6171896 ORDERS EA-98720 SPEC � � Job Reterence o 6onal 92 W s Aug 25 2011 MTek Indusines,Inc. W etl Od 12�3:03:30 2011 Page t � NVRHomes;X . ID:3URKSHIqxiLvFO_?_o3KaWzj73J-u5luSSeCVIgjTgOx4vdFMPzbGgNNKsbPoOtSFyU9oR , -0��-0 }t�-0 3-it 0-11-0 310A 0.1-0 . Scale=1:14J 3 4 dx6% 5.00 12 6 I 2 � , �o j 3x6 II 6x65— S � 3x4= 'f � 9-ID4 —� 3-t�-0 Plate Cffsets X Y: 2:0-0-0,0-73 2:0-b6,0-5-9, 3:0-245�-2-0 LOAOING(psfJ SPAqNG 2-0-0 C51 DEFL �m Qoc) I/defl tJd PLATES GRIP TCLL. 23t p�ateslncrease L15 TC 021 Vert(LL) -0.00 2-5 >999 360 MT20 197/t44 (GrountlSnow=30.0) Lumberincrease 1.15 8C 026� Vetl(TL)� -O.Ot 2-5 >999 240 TCDL 10.0 RepStressJncr YES W6 0.00 Hoa(TL) 0.00 5 n(a nla BCLL OD ` CodeIRC2009/TP12007 (Malrix) Wind(LL) 0.00 2-5 >999 240 Weight:i6lb FT=S% BCDL 10.0 LUMBER BRACING � TOP CHORD 2 X 4 SYP No2 TOP CHORD Siructural wood sheathing directty applied or 3-10-4�oc pudlns. . BOT CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling tllrectly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF S[ud MiTek rewmmends[hat Stabilizers and required cross bracing W EDGE be installed dunng truss erection,In accortlance with Stabilizer Left:2X4SPFStud Installalion uide. REACTIONS pb/size) 2401/0-3-8 (min.D-1-8),5=138/0-1-8 (mia 04-8) Max Hoa2=774(LC 9) Maz UpIif12=-708(LC 9),5=81(LC 9) Max Grav2=237(LC 14),5=169(LC 14) FORCES Qb)-Maximum CompresSionlMaximum Tension TOP CHORD 1-2=0/9;2-6=-�09/0,3-6=36l2,3-4=-7I0,3-5=120I128 BOT CHORD 2-5=�4/50 . . JOINTSTRESSINOEX 2=0.35,2=0.71.3=0.37and5=0.52 � .��,�;�.1V'-li.'iffrli.. No7E5 (14-t5) " 4,�, 1)W ind:ASCE 7-05;120mph;TCDL=6.Opsf,BWL=6.Opsf;h=258;Cat.II;�Exp B;enclosed;MWFRS Qow-rise)gable end zone antl C-C \\� STF" EMerior(2)zone;canfilever left and righl exposed;GC for members and torces&MW FRS for reactions shown;Wmber DOL=1.6� ��� .�,`v�':. 4'}r'�`'�j plale4riPDOL=1�.60 ,.1�?'L ..•L�S.«:i;°� 'r,� .:� 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground.snow);Ps=23.1 psf(roof snow);Category 11:ExP B;Partialty Exp.;Ct=1.1 _ . `.��.,' �r,.: :J `- 3)Roof design snow load has been reduced to accoun�tor slope. _ _ � 4)Un�alanced snow loads have been consitlered for lhis design. ' . ;n�f�'1':�?�y �'- 5)This tmss has been designed for greater of min rooGlive load ot 16.0 psf or 1.D0 times flat roof load of 23.t psf on overhanos _ .,��,- ,,, „ ; �.. .= noo-wncunent with other I'rve loatls. f '�='� 1`'� ` 6)Thls.truss has been designed(or basic load combinatlons,whlch include cases with reductions for mWtiple concurrent live loads �� ^ , � . . <i `: 7)This[mss has been designed ior a 10.0 psf bottom chord�live load nonconcurrent with any olher iive loads. 8)'7his truss has been designed for a Ilve load oi 20.Opsf on the bo[tom chord In all areas where a rectangle 3L-0 tall by 2-0-0 wide � :'� \� wi�l fl belween the botlom chord and any o�her members. �' 1.�• 9)Bearing at joinF(s)5 considers parollel lo grain value using ANSI(TPI 1 angle to grain formula. Building designer should veri apac�`�' , ;'/r�� ;q�l� of bearing surface. ��( � 10)Provide mechanical connectlon(by others)oi truss.[o beanng plate at joint(s)5. 17)Provide mec hanira l connec ti o n(b y o t h e r s)of truss to bearin g plate capable o�,withstanding 10816 uplift at joint 2 and 81 Ib uplift at joint 5. 12)Thls truss is designed in accordance wi[h the 20D9 Inlematlonal Residenfial Code sectlons R50217.t and R602.102 and i�,�G Q 2 2pil ConEW�@RSr2�&,�L�ard ANSIlTP1�1. I � WAAMNG�Venfy des:9n pa� 4 C.FEAD NOTES Oh TFRS hhD INCS.[IOfiJ R'ITEP RE FJSEAti lh6 MII P<%3 B FtlaL�-°' �_ `NGMEEPI�NG BppY/[q+— I DesB��oitlforuseonlywJhM�ekmn eci rs.Thistle'g�- baseao.^yPp, revn rssb�INOtbultlr�Ctlez�gner �nofhvsstl^I9 g�cgm�POeeM1t�� ���gg��n� .., i�C�� m anr�y...... � I �� N Q T 4 � � - � � 7 �t � N �' � �� � �"O O 03 e� Q m LL E o a� . �° � -o � �rn r�m o a -o 0 0 0 �n �' m 5 � � s � „r. � o�d mmc c � co `m � � o � � u c c � nc � � u � o0 ,.�H�„ � dN ��� o � �oc o sp � 2 Qo -o�o E^ � :o � m 8 r ` oU �.o �� W w mm mo ° �a � o � oo °- �° o°� oa Dv . o 0 0 � n 3 _o m" om o � � i „� c�: oc°'i 5 '� °m mm a� �o o� o ° ov -°r °, `or. c m m o�` �� p � � � � °o � � om '- oo- n� �� c_ o� `o> °o � °'� n a o. °u `co. o � 'a.•C ? S -oo.o �n a,° m 2-oa '°¢ �o _c�,� :o� c om ._.� ¢ om m o` :o o"o ° °c' o � T 00 �- c�o -om . n o o�z � Ra . o ��a a � mm `o � d m r EE c3 � ' 3 �o � °' oo m ` > `ora °'3 � m a�2 000 � c °-= -o ° £ n m o� o oo� c � p O oio w�.-m o � -oo _ _ �_ � n� ,o � �od uom o� m� �oi °-� m � c � mai mm �' te� V � �o� a D o�O„ a�D ��t m o y U 3 o E:� :c a o�� o a £ `o `o d o 0 0` E .: = � °� °� `u o � p 0/ ��u �m�aUi wo Lca °�' o?c �O oo��. 010 -'� °o mE �o '" o d� o �c ° mro ' � °,°' � — d = ° � c �n� so ooa� ° °'-oa =.` �- oa ���- _- - � m '=' „ r_�o, > `oom `ow o � � O on Eo�� a� �um � o °' m vm �'m >.� o- o � E rm -�m m,c `o my ' mr `m o`m E� � N O C o �� C �1] N v � N .cO O N 0. �O � � O w o C•-� '�Q.O� E O � 9 mamo °'�° �adv m .E °' EE � u '>-o a� .o� Eu a � o o °o � L o a_ � ���.�. �� om_ a mo c mx d _�o o m � `o o` o � mcm nm ^_' �p •' � p ° c2�c m.E m � `m m a�° c °_i `o °� mr �� � ¢� �o.'o� o'� o� � u'o °� °' E `m o�2� _ � � •a °o� nm >.0 �� �°mo E� uoo q,a�i '" � '"3 ° o� � � n�'� u� o � c `oo -° oa`o 3a� m� � 7 � -oo n-ao�o do o �_ 5 0� � � � �o �� � aE� Eom no m c .�$ o � �' an �3En` z-„ aao U aoo o£ �„ >j Um ° -�°� J �a oQ o 0 oa „ � ° m-O� vz S p m `o U o0 5 � mn m:o� o¢ S1� � N C� C h Y 1� W P � .- � (� Q � (O P O � N 0?JOHJd01 � r � 5-6J h > I � = N p//ss� p tl � � � K � �' D� U YN u� C O O= F s n � 9TM y Z � n � M � '� O �O Q LL O C _ fj� C �o W Z Z Q '!L' e� s a� w� > m Q � , t �p C " ^ �n .� M V N y y� OO U •T1i UQ wS W � P r . � F N g� C W F � � � � �/ Q' �L U 6J/ C� m � m Q �-` � ('] h o. �1m�v's's w�3r � �� N � � '� W U tc Z w. � N Q a N �0ca���. � �!"�g d '� a NO � O >Q � O w� w OO �II�@@��� as a� I S �-�M � a � a � � I ^ � � w y � cV . �!� pi ��'i U O �v� Q VJ��b � Ww W d lD y�vl W� w .. l�J l`7'b.p � d � �? o m zF 3 0 } ��a a n� _ v �- � � �W �G O p` �o,..w c\I Q W �O � �� wx Z� U Q wriZM � u a i- Q�� �-. N .v d. .x � Q��. - N0.� U � .-VJI�W F NZLL �W � W fh�'�� � ^ BIJ T ZOw �� O V K���- OYOHJdOl �Q� UZ �, U WPZP . � �T .L � OL U � O � '��` O C,a-. �� C � Np p ��� �., 6 �51 `p4_C.� �p) � � m � � � � = N au�� N coo � �.o� �_ �oc C ��L O � ��J � �a �O O U� 9 � N � p p p� N 7 � -QTSN �'a-�n �n Y L � Cn N � C N 001 U � 6 O �.NwpN C � NO s�- �'� O mE LpU.� O '^ p��=� Q �� p c._p a O o O � � � 'c Qa� 9'j w � U'6 N '�� U��p�� � o - a� oa� oE u. m G oa Eoo o ' s �� oo � � � °�a ° a� E a�i� � a m Q v � �o a z ��� 'a � o m �� p m�u�.� � `o'a� �� � -=tl � � � � Q p Tm u� � a� u`o Q` 4 ° �- °= '_ �°-° `o a � � a�� 4� a�-o oo �;t o_3o� om'- O � a � a� � c�° `o ��u "oN a °'"m Q a�� �u — . 3 �-a-oo� co z. c� °�a-o v� �' ��� c 'o � �r�o� U `o.x�.°u opOO� ���OO �-pO3 �._ Ea� o °' c O �� a-o v °-�u9 a� a� � � om � a U`oo¢ o ° i °am � m° av �30� J aa�.S -o °-o `� o �oUC��saai z �� I�- � c � (9 S 9 0- �=� c o o�n o o� � o p a o � � cUc °�'_ cN Q , �, CO j (, 'O o �, .�-6 a O c '�pp�� U .- `p `o �} � �° Z-a°am'U' �U }. O � � I V W N V m 6 L � O N Q Z H . °.+. � . �� W X � . � a i ° o a "� � 2�� °J= O. � �°' Q J d � � Q u.l �O Z o��n i „ I r�d � ' ; � � '' � Jbb � Tivss 7rvss Type n�Y P�Y E61]1896 OR�ERS EA-98]20 SPEC > > Job Reference o [ional � - NVRHOmes,X 7250sAUg25201tMiTeklntlustries,Inc. WetlOC�1213:D3:302011 Page2 � � � � ' - ID'3UftK5H�qxiLvFO_?_o3KaWZj?3J-aSWSSeCVtg�'TgOx4vtlfMPzbGgNNKsbFnotSFyU9oR NOTES (14-15) 13)"Semi-ngid pilchbreaks with fixed heels'Member end fxify model was used in the analysis and design of Shis lruss. 14)Designs checked for ASCE 7-05 wind al'120�mDh,wind reactions x 0.56 will atljust wind�load reaction to a speed o190 mph(0.69 for 100 mph and 0.84 for 110 mph).All other coeff�cients remain the same as shown. 15)SPF No2 and SVP No.3 wn be substiWled.(or SPF Sfud�Grade matenal(ROOf trusses only). LOAD CASE(5) Standard I A ASRNfNG 4_ fyd^g y ^i^^^ dAEA➢NO2 SONTF55FJrDINCLGDED#TedCdEFEP,ENCFPAGEAIIl�i493HEfORECSd^ EpN�GMGEE�RI�NGB�}Y(� Ce5 g, I'tl�o u o.ly 'ip M7 k[on ectorz Ri tlesg ' based Ny upo parame�ers sho a tl is fa an d tloal buddng[anpanent. ���} fj@p�7—� , ,. „ s . ��r�mm�nn. �' nnnx6fNOfbul3rwtlesioner nottrosstlesionei 9racngsnown � fyL4F3CiH� .vy�� � T � � � �� �r Gl .. > E o � o °c'o � . o o'; I I � CL � LL � O d � � � N � L� O � UN L �- � �-� D N p . 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