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Plans (10) OFFICE COPY RECEIVED SEP 0 7 2017 Cli Y OF 1A7AH',-', BUILDING t Roof , I ; I 64'UP dilliaalik , e A, 4- , 11 I F5(A) I I Fl(A) I 1 I L z..., 7 •- F i) ik fq F7(C) gig .e / F60:9 /3( • , lik ir •4. .'\ F4 / ( 38'8 F2(13) \\*P, / 1 H , 1-1' 4 CITY OF TIGARD 1:6 Roof VANRIPER REP REVIEWWV.OR CODE COMPLIANCE 5/10/2017 Page 9 Approved: I i OTC: I I Permit#: ry-1.51-A.O 11 - 003 Address: q 3)0 S.Its/ M; 1 i ‹,,,N Or OFFICE COPY Suite#: By: ,,,I. , Date: CV _17 VOID I I i 1 i , ,,, , ,. Main Level1 .,, e, 41'2" 'i [2'14.. i , t4'& . '2'1 X1 [9 2" L` d y M1 b \ € a Room3 Kitchen a Dining Room I / Family Room rn co to t I Irais..II" 1"r 7 Hallway 7 14'9" 3 8'-+ " '�.� i) _ l 1 Mtl t M 10`4" ■ ti' t m 4.41o Living Room 1 � Ca- R0011122 a + 1 r Garage k23 2° _e. ° [ II 8"-� t-3'i" i jik 24'11�. S� F 1�4,3�, 1 '4" i E 2,3�� i 2 VI I I' I Main Level VANRIPER REP 5/10/2017 Page:8 i 4 7 I F2 TRIANGLE SHAPE A INDICATES LEFT END ON LAYOUT AND TRUSS DRAWING ON STAMPED ENGINEERING PAGE '', 9 11 61 vizi1€ Y --vg2'o =- ,F9 s m . ..°..1°.11°°".°ViVr IIIIIIIIIIII . 4Ia yw / ___ #z# ,. «0c#yes a5',5a55c_ _ ,'was$;a ;: Hte_.$.a iiiiii y� 64-10-00 Y a, y O y 938-10-00 Y 22-00-00 l 0 F Cl) 0 D A L 2 Oa-Ol m:,.. C CG m -011-00 2 m O SBSI 0Q SB If Q .. I,- € SBcP3 N o -- Use LUS24 Hangers UNO m X01 m Garage Right - a w w x =oz o 0 0 803_ ,-:.:«,.:.».«.... 0 o s . VAULTED CEILING 2.5/12 _ i w 9 a -d04 0 s Y ao dos 4 0 m i m 2-00-00 Lo _ ...a<. aoz r-oa-o4 Q �, - M101 O > Q)SA( O N N 2-01-0 Wklaiir O '•i4 LONO d L '"01 , SA LO m 0_ ....r01 v TC LL=25 0 .° g vs g 44 A Vs Vs wv3; rs c ...-, 0n_00 . �- ( E TC TC DL=7 9 29-11-00 q 4-03-00V 9 22-00-00 = 2 ce DL=0 T o q '4- tc-k d ,/ ,f cl 0,f d 0 BC DL=10 w N N 3 m -a Total Load=42 T 64-10-00 J, .c rn Wind Speed=140 mph r > ' Exposure=B - Roof pitch=5/12 IVII Ailma Overhang=24" DO NOT CUT,DRILL,NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSS m , mit MiTek® MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1702729 Great Western The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by ProBuild West-Beaverton, OR. Pages or sheets covered by this seal: K3562987 thru K3563020 My license renewal date for the state of Oregon is December 31,2017. <c?ED PR OFFS 74GINEM\ 't" 89200PE c- GOREGON too Y 14,204' 4 �RRILk- �'� A112,-701gA. . h2'414i4--'— August 16,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty. Ply Great Western B1702729 A01 CALIFORNIA GIRDER K3562987 1 1 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:09 2017 Page 1 3-7-6 ID:gm2Gfmkfu1mJUpBb3jn3_2ynvNd-ZFbKwbLkLmLfPX 2J8G22YaTDmEynIYC I 7-5-15 7-0-15 11-0-0 14-1-1 1f-6-11 18-4-10 3-7-6 3-10-9 dS1 I 1 22-0-0 3-1-1 3-1-1 0.51 3-10-9 I 24-0-0 I 3-7-6 2-0-0 Scale=1:40.8 4x12= 4x12 = 3x4= 5.001-1-2— 3 8.. M 20 /!1; 21 22 r5i 2 El 3x4 v 2 3x4 V v 1 p Ei J II R II II II II II II ICM NMUMI I II 111111.- 724 26 27 28 IN� 4x12 = LUS24 13 12 29 30 31 11 10 32 9 33 -1.. 8 0 25 2x4 II LUS24 LUS24 LUS24 3x8= 3x8 = 6x6= LUS24 4x12 = LUS24 2x4 I LUS24 LUS24 LUS24 LUS24 I 3-7-67-5-15 3-7-6 I 3-10-9 6-10-6 041--31 1-14-3-10-9 9 I 2 3-7-6 Plate Offsets(X.Y)-- [1:0-6-0.0-1-6J.[3:0-6-0,0-1-6].[5:0-6-0.0-1-6],_j7:0-6-0.0-1-6] o -13 -7-s LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.65 DEFL. in (loc) I/dell Lid PLATES GRIP Lumber DOL 1.15 Vert(LL) -0.21 11-12 >999 240 MT20 220/195 TCDL 7.0 BC 0.53 Vert(CT) -0.48 11-12 >553 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 LUMBER- BRACING- Code IBC2015/TPI2014 (Matrix-M) Weight:116 lb FT=20% TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x6 DF 2250F 1.7E TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins,except WEBS 2x4 DF Std G 2-0-0 oc purlins(2-9-9 max.):3-5. BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 1=2062/Mechanical,7=2196/0-5-8 Installation guide. Max Horz 1=-91(LC 11) Max Uplift1=-492(LC 10),7=-556(LC 11) Max Gray 1=2360(LC 29),7=2592(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5456/1206,2-3=-4876/1192,3-18=-4418/1124,18-19=-4436/1134, 19-20=-4437/1133,4-20=-4447/1136,4-21=-4445/1127,21-22=-4444/1127, 22-23=-4434/1125,5-23=-4416/1116,5-6=-4873/1183,6-7=-5368/1166,7-24=-5373/1128 BOT CHORD 1-25=-1111/5005,13-25=-1111/5005,13-26=1111/5005,26-27=-1111/5005, 12-27=-1111/5005,12-28=-1288/5059,28-29=-1288/5059,29-30=-1288/5059, 30-31=-1288/5059,11-31=-1288/5059,10-11=-999/4925,10-32=-999/4925, 9-32=-999/4925,9-33=-999/4925,7-33=-999/4925 WEBS 2-12=-610/117,3-12=-68/1096,5-11=-64/1092,6-11=-527/77,4-12=-925/393, 4-11=-919/394 26=-1111Ctk Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS cl, + ,NG�NE�R s/ (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 O?/ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. Q 89200PE 9�` 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. /�' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (r 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will y OREGON all ,1(f fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. �� '4) j 4�?$ �P'�' 9)Refer to girder(s)for truss to truss connections. •Pis 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 492 lb uplift at joint 1 and 556 lb uplift at R LL joint 7. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12Graphical purlinrepresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31 L2017 1 Continuedis page • August 16,2017 A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev.80/03/2015 BEFORE USE. l Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall �4 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see MiTek` Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,I Ap22331Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 A01 CALIFORNIA GIRDER 1 1 K3562987 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:09 2017 Page 2 NOTES- ID:gm2GfmkfuSmJ UpBb3jn3_2ynvNd-ZFbKwbLkLm LfPXhBYH5Z2J8G22YaAiSigDTDm Eyn IYC 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 19-11-4 to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)714 lb down and 432 lb up at 7-11-10,310 lb down and 163 lb up at 10-0-12,and 310 lb down and 163 lb up at 11-11-4,and 714 lb down and 432 lb up at 14-0-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pH) Vert:1-3=-64,3-5=-64,5-8=-64,1-7=-20 Concentrated Loads(Ib) Vert:10=-57(F)18=-615 20=-244 22=-244 23=-615 25=-57(F)26=-57(F)27=-57(F)28=-57(F)29=-57(F)30=-57(F)31=-57(F)32=-57(F)33=-57(F) / I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 A02 California 1 1 K3562988 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:11 2017 Page 1 ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-Vej4KHM_tNbNergagi717kDeEsC9ee0?HXyKg7ynlYA 1 4-7-6 i 9-5-15 9-10-15 12-1-1 12-6-2 17-4-10 4-7-6 4-10-9 05-i 2-2 -2 0-5-- 4-10-9 22-0-024-0-00 4-7-6 2-0-0 Scale=1:41.5 4x4 6x8= 5.00 12 2x4 3 1 rNE 18 13 14 19 2x4% rv v 2 5 12i v 11 �_� 20 a h 1 21 dIJ 6 3x8= It 10 8& 6 7 9 3x8 = 3x4 = 4x8= 3x8= 1 9-5-15 l 12-6-2 l 22-0-0 9-5-15 3-0-3 9-5-15 Plate Offsets(X.Y)-- 14:0-4-0,0-1-13] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.16 1-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.50 1-10 >518 180 BCLL 0.0 Rep Stress lncr YES WB 0.35 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:98 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins,except WEBS 2x4 DF Std G 2-0-0 oc purlins(4-8-1 max.):3-4. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1017/Mechanical,6=1176/0-5-8 Max Horz 1=-106(LC 57) Max Upliftl=-220(LC 12),6=-291(LC 13) Max Gray 1=1403(LC 31),6=1671(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-2957/591,11-12=-2871/598,2-12=-2807/604,2-13=-2264/412,13-14=-2190/416, 3-14=-2150/426,3-15=-1992/437,15-16=-1992/437,16-17=-1992/437,4-17=-1992/437, 4-18=-2117/405,18-19=-2118/397,5-19=-2228/392,5-20=-2663/512,20-21=-2746/500, 6-21=-2830/499 BOT CHORD 1-10=-480/2673,9-10=-193/1965,8-9=-346/2506,6-8=-346/2506 WEBS 2-10=-710/289,3-10=-26/357,4-9=-10/292,5-9=-565/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 5-4-12,Exterior(2)5-4-12 to 16-7-4,Interior(1) c r. PROp- (envelope) to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ` tr reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Gs: 'Cr' N� R s/© 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;ExpB;FullyExp.;Ct=1.1 ) 9 rY 3)Unbalanced snow loads have been considered for this design. $9200P E -7 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. / 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OM 7)*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 fit between the bottom chord and any other members. �G OREGON ^fv 8)A plate rating reduction of 20%has been applied for the green lumber members. ‹) '14' , �+ 9)Refer to girder(s)for truss to truss connections. 4 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 lb uplift at joint 1 and 291 lb uplift at '`R R{t--\-' 1,0 joint 6. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued 12/31/2017 on page 2 11 August 16,2017 1 Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev.10/03/2015 BEFORE USE. �mi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' WARNING- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VAp2233111 q illy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 A02 California 1 1 K3562988 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:11 2017 PagePage A 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)213 lb down and 157 lb up at 9-11-10,and 213 lb down and 157 lb up at 12-0-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-7=-64,1-6=-20 Concentrated Loads(Ib) Vert:15=-114 17=-114 I 4 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M//-7473 rev.10/03/2015 BEFORE USE. �. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall.. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,ANSI AP223314.Irty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 61702729 A03 Common 3 1 K3562989 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:11 2017 Page 1 I D:gm2Gfmkfu5mJ UpBb3jn3_2ynvNd-Vej4KHM_tNbNergagi717kDfKsGUet7?HXyKg7yn IYA 5-6-0 5-6-0 11-0-0 60 16-6-0 I 22-0-0 24-0-0 5-6-0 5-6-0 I 2-0-0 Scale=1:40.2 4x4= 3 5.00 :24 ,\4 12 13\\ 11 14 2x4// 4 10 1 15 5 .71v' I �� h 9 6 d 3x6= 8 7Mill 3x4= 3x4= 3x6= 3x6 = I 7-4-0 I 14-8-0 I 22-0-0 7-4-0 7-4-0 7-4-0 Plate Offsets(X.Y)-- [1:0-0-4.0-0-0].[5:0-0-4.0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 VertLL -0.07 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.22 1-9 >999 180 BCLDL 0.0 7.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 1=904/Mechanical,5=1062/0-5-8 Installation guide. Max Horz 1=-120(LC 13) Max Uplift 1=-202(LC 12),5=-273(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1844/468,2-10=-1782/478,2-11=-1613/417,11-12=-1548/423,3-12=-1537/433, 3-13=-1485/374,13-14=-1494/365,4-14=1559/361,4-15=-1724/404,5-15=-1786/389 BOT CHORD 1-9=403/1657,8-9=150/1064,7-8=-259/1577,5-7=-259/1577 WEBS 3-8=-111/543,4-8=-373/236,3-9=-141/637,2-9=-442/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 8-0-0,Exterior(2)8-0-0 to 11-0-0,Interior(1)14-0-0 to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. cO P R pFFs 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. �.r5 G.I NEAR Sts" 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 6)*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 89200 P E �T-- fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Referto girder(s)ei fortruss ctto trusso connections. 9)Provideit . mechanical connection(by others)of truss to bearing plate capable of withstanding 202 lb uplift at joint 1 and 273 lb uplift at OM joint 5. ler1 -y. OREGON l,(/ 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Gte r0!II' 142�' P44. MSR RIO- EXPIRES: IO-EXPIRES: 12/31/2017 August 16,2017 I WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. 11 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Corona,o Circle CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 B01 ROOF SPECIAL GIRDER K3562990 1 1 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:13 2017 Page 1 I 4-11-2I9-10-3 ID:gm2GfmkfuSmJU8-4-10 3_2ynvNd-SOrrIzOEP r5t8,yn79VD9Jyjfpp6U711rRQv?ynIYB 4-11-2 4-11-2 I 4 2114-1 94-86 13-8-4 22-0-0 I 24-0-0-0 3-7-6 2-0-0 Scale=1:41.2 3x4 I I 4x8 = 3x4= 5x8 _ rl-,1 2 X15 r •I 16 [5:073 1: 1 18 LI 1• —° c5.00112 n 3x4c,, �� 5 0 20 `r v rA nn nn nn - nn nn6 nn nn [ 11118' nn It" 21 22 23 11 24 25 26 27 10 8 9 � 12 28 29 7 d 6x6 = LUS24 LUS24 LU524 4x6= LUS24 LUS24 LUS243x8 4x8 LUS24 2x4 II LUS24 LUS24 I 7-4-10 I 14-8-7 7-4-10 I 13-8-4 I 22--6 Plate Offsets(X.Y)-- 112:0-3-0.0-4-01 7-3 12 3-8 4 X7.6 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.16 10-11 >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.90 Vert(CT) -0.38 10-11 >676 180 MT20 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.11 6 n/a n/a BCDL 10,0 Code IBC2015/TP12014 (Matrix) Weight:130 lb FT=20% LUMBER- TOP CHORD 2x6 DF No.2*Except* BRACING- 4-7:2x4 DF Exce tr G TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals,and 2-0-0 oc purlins(3-3-0 max.):1-4. WEBS 2x4 DF Std G 801 CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 1 Row at midpt 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 12=2226/Mechanical,6=2144/0-5-8 Installation guide. Max Horz 12=121(LC 6) Max Uplift 12=-560(LC 6),6=-432(LC 11) Max Gray 12=2235(LC 26),6=2498(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-306/126,2-15=-4013/936,15-16=-4013/936,16-17=-4013/936,3-17=-4013/936, 3-18=-4246/1019,18-19=-4246/1019,4-19=-4246/1019,4-5=-4633/1062,5-20=-4683/919, 6-20=-4776/909 BOT CHORD 12-21=-751/3104,21-22=-751/3104,22-23=-751/3104,11-23=-751/3104, 11-24=-1108/4611,24-25=-1108/4611,25-26=-1108/4611,26-27=-1108/4611, 10-27=-1108/4611,9-10=-792/4312,9-28=-792/4312,8-28=-792/4312,8-29=-792/4312, 6-29=-792/4312 WEBS 2-12=-3563/974,2-11=-112/1403,3-11=-923/439,3-10=-627/352,4-10=0/739, 5-10=-395/275 �,���} P R QkCFS NOTES- <; GiN �` sem© 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �Sr� R *0^ (envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 89200PE 'Sj' 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs /� non-concurrent with other live loads. /_Jy* it..-. . lir Cr 5)Provide adequate drainage to prevent water ponding. lw K� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. yG OREGON R -� 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� dt,y 14 r 2.° `i' fit between the bottom chord and any other members. Q' 8)A plate rating reduction of 20%has been applied for the green lumber members. rl R Ili-- 9) Q1 Refer to girder(s)for truss to truss connections. r 1 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 560 lb uplift at joint 12 and 432 lb uplift at joint 6. 11 'i' i-ri id itchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: /31/2017 Co tinuea on-page 2 II August 16,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall@ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVtiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,) 11 AP22314.Irty Criteria,DSB-89 and BCSI Building Component Cg Circle Cooo ronnaa,CA 92880 Job Truss Truss Type Qty PlyGreat Western 81702729 B01 ROOF SPECIAL GIRDER 1 1 K3562990 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:13 2017 Page 2 I D:gm2GfmkfuSmJ UpBb3jn3_2ynvNd-SOrrIzOE P_r5t8yn79VD9Jyjfpp6U711rRQv?ynIYB NOTES- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-11-4 from the left end to 19-11-4 to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)256 lb down and 179 lb up at 1-11-4,256 lb down and 179 lb up at 3-11-4, 256 lb down and 179 lb up at 5-11-4,256 lb down and 179 lb up at 7-11-4,295 lb down and 179 lb up at 9-11-4,and 310 lb down and 175 lb up at 11-11-4,and 690 lb down and 436 lb up at 14-0-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,6-12=-20 Concentrated Loads(Ib) Vert:9=-57(B)3=-225 13=-186 14=-186 15=-186 16=-186 18=-244 19=-626 21=-57(B)22=-57(B)23=-57(B)24=-57(B)25=-57(B)26=-57(B)27=-57(B)28=-57(B) 29=-57(B) i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MEM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��►AA T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IY1�IQ ; fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI I Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 81702729 B02 Roof Special 1 1 K3562991 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:15 2017 Page 1 ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-OPybAeQVxc5p7S8LvYCzIaOGlTbwa0UbC9w)(zuynlY6 6-3-15 I 6-3-15 5& 2 1� ^-6 17-4-10 I 22-0-0 24-0-0 0-0. 4-10-9 4-7-6 I 2-0.0 Scale=1:41.5 4x4 I I 3x6= 5x8// Olel 12 513 it i 14 2 IRI 15 f: 116 17 [1 .1 1:Ai... IN 47 5.00112 19 I h A 20 400000...02x4 N V 21 l V IIv 5 T Co G S 6 Ig 10 9 8 7 0.....74 3x6= 3x4= 3x4 = 4x8= 3x8= I 6-3-15I 12-6-2 6-3-15I 6-2-3 I 22-0-0 LOADING 9-5-15 (psf) SPACING- 2-0-0 CSI. TCLL 25.0DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.14 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.44 5-8 >595 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.08 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:107 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except WEBS 2x4 DF Std G end verticals,and 2-0-0 oc purlins(3-11-11 max.):1-3. BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. WEBS 1 Row at midpt 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 10=1505/Mechanical,5=1341/0-5-8 Installation guide. Max Horz 10=-205(LC 45) Max Uplift 10=-305(LC 8),5=-342(LC 13) Max Gray 10=1545(LC 28),5=1754(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-342/112,2-15=-1944/437,15-16=-1944/437,16-17=-1944/437,17-18=-1944/437, 3-18=-1944/437,3-19=-2351/440,19-20=-2369/431,4-20=-2457/426,4-21=-2862/589, 5-21=-3029/576 BOT CHORD 9-10=-235/1944,8-9=-243/2180,7-8=-452/2685,5-7=-452/2685 WEBS 2-10=-2240/436,2-9=0/330,3-9=-347/103,3-8=0/365,4-8=-524/280 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-4-5,Exterior(2)9-4-5 to 12-4-5,Interior(1)15-4-5 to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for < � PQFrs reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ��C3 \GI NE.9 s/, 3)Unbalanced snow loads have been considered for this design. 2 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs „,,_`.44 non-concurrent with other live loads. $ 2QQPE r- 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will - l411P<9;,. ,,Z-----,,. Cr fit between the bottom chord and any other members. • 8)A plate rating reduction of 20%has been applied for the green lumber members. -FL OREGUN' �!(7 9)Refer to girder(s)for truss to truss connections. O\ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 10 and 342 lb uplift at 14, �Q joint 5. I 1iR"� 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. t'/ 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 EXPIRES: 12/31/2017 4 August 16,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll- �� 4 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building c component, USE. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �4 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �iTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 223314 lily Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 B02 Roof Special 1 1 K3562991 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:15 2017 Page 2 NOTES- ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-OPybAeQVxc5p7S8LvYCzIaOGlTbwa0UbC9wXzuynlY6 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 139 lb up at 1-11-4,222 lb down and 139 lb up at 3-11-4, 222 lb down and 139 lb up at 5-11-4,222 lb down and 139 lb up at 7-11-4,and 121 lb down and 98 lb up at 9-11-4,and 296 lb down and 192 lb up at 12-0-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-10=-20 Concentrated Loads(lb) Vert:11=-152 13=-152 14=-152 15=-152 17=-54 18=-225 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTQk' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,)AP22331Quality Criteria,DSB-89 and BCSI Building Component 250 Corona, Circle CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 B03 Roof Special 1 1 K3562992 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:15 2017 Page 1 ID:gm2Gfmkfu7-4-10 3jn3_2ynvNd-OPybAeQV8LvYCzIa017Tc924-0-0 wXzuynlY6 I 6-2-14 6-115 10-1-1 10-R-9 12-6-1 17-4-10 6-2-14 0-1-1 3-9-2 0-1-8 2-3-9 I 4-10-9 22-0-0I 2 0 4-7-6 2-0-0 Scale=1:41.5 2x4 II 4 5 3x4 = 3x4= y olioloop4x8// .. .. a a a la2 16 14 n 15 y «, 17 5. 00 112 2x4 II ='A 2x4% 7 ,d- s.,* N 18 MI n n 6 13 12 11 10 = 9 IG 3x6= 3x4= 3x4 = 4x6= 3x6 I 6-2-14 6- 15 12-6-1 6-2-14 0-_1 I 9-5-15 Plate Offsets(X.Y)-- [8:0-3-1.0-1-8] s 2-2 9 s15 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.14 8-11 >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.43 8-11 >600 180 MT20 220/195 BOLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:111 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except WEBS 2x4 DF Std G end verticals,and 2-0-0 oc purlins(5-1-5 max.):1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 13=917/Mechanical,8=1073/0-5-8 Installation guide. Max Horz 13=-237(LC 8) Max Uplift 13=-242(LC 8),8=-274(LC 13) Max Gray 13=1153(LC 27),8=1469(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-290/97,2-15=-1313/360,3-15=-1313/360,3-6=1313/360,6-16=-1555/320, 16-17=-1596/317,7-17=-1739/310,7-18=-2155/415,8-18=-2322/402 BOT CHORD 12-13=-102/1313,11-12=-131/1519,10-11=-292/2038,8-10=-292/2038 WEBS 2-13=-1505/334,6-11=0/365,7-11=-539/212,2-12=-4/437,6-12=-582/149 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp 8;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 7-4-5,Exterior(2)7-4-5 to 10-4-5,Interior(1)13-1-1 to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for � . � ' P R�FI s reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 � ' ,.' Ni /� 3)Unbalanced snow loads have been considered for this design. 2 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 � non-concurrent with other live loads. psf on overhangs G892Q�PE —7f 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /'p'• 7)*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 " fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. pG -4 OREGON . 9)Refer to girder(s)for truss to truss connections. �7 S� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 242 lb uplift at joint 13 and 274 lb uplift at /� qy 14'2�r�Q`r joint 8. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. n R f, 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 August 16,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t .... Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overalls building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing V1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,AP2231q Irty Criteria,DSB-89 and BCSI Building Component 250g Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 B04 Roof Special 1 1 K3562993 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:17 2017 Page 1 ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-Kn4LbKRITDLWMm IkozERN?TdgHHH2L4tgTPe2nynlY4 4-3-15 15-4-10 4-3-15 3-8-10 e-� 6 0 9 I 22-0-0 I 24-0-0 6-7-6 2-0-0 Scale=1:43.8 2x4 I 5x12 MT18H= 3x6 = 11 _, 1_o 2 _�3 _� 14 g 5 5.00 12 3 3x4 �� 4 0 11.2 �Z� 16 a 0 5 I Q✓I � 10 17 18 9 7 a - 6 Id 3x6 = 4x8= 3x6= 3x8= 2x4 I I I 8-6-2 I 15-4-10 I 22-0-0 8-6-2 6-10-9 6-7-6 Plate Offsets(X.Y)-- [3:0-6-0.0-1-6] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.11 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.35 9-10 >748 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code IBC20151TPI2014 (Matrix) Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(5-9-15 max.):1-3. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10,4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 10=1092/Mechanical,5=1166/0-5-8 Installation guide Max Horz 10=-285(LC 8) Max Uplift 10=-269(LC 8),5=-318(LC 13) Max Gray 10=1221(LC 27),5=1638(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-1310/351,13-14=-1310/351,3-14=-1310/351,3-15=-1401/320,4-15=-1556/311, 4-16=-2428/464,5-16=-2679/445 BOT CHORD 10-17=-15/739,17-18=-15/739,9-18=-15/739,8-9=-326/2340,7-8=-326/2340, 5-7=-326/2340 WEBS 2-10=-1205/320,2-9=-184/1005,4-9=-1118/319,4-8=0/256 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-5,Exterior(2)5-4-5 to 8-4-5,Interior(1)11-4-5 ?.. PR 'r1 to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for y Cs reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \ 'C":" Ss/� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 4� 3)Unbalanced snow loads have been considered for this design. Q 89200 P E 1" 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs y non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. �� �/ • _ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Cr 8)*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 �L dREGON / fit between the bottom chord and any other members,with BCDL=10.0psf. /Q 7 1 ,y'1 1'" 9)A plate rating reduction of 20%has been applied for the green lumber members. , ';?)P, 10)Refer to girder(s)for truss to truss connections. Ln R 1`4 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 lb uplift at joint 10 and 318 lb uplift at f l joint 5. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Qr o is Ippagenrepresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 August 16,2017 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekSt connectors.This design is based only upon parameters shown,and is for an individual building component,not '` a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,)AP223 Quality Criteria,DSB-89 and BCSI Building Component 250onag Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 81702729 B04 Roof Special 1 1 K3562993 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 5 Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:17 2017 Page 2 NOTES- ID:gm2GfmkfuSmJUpBb3jn3_2ynvNW d-Kn4LbKRITDLMmIkOzERN?TdgHHH2L4tgTPe2nynlY4 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)356 lb down and 200 lb up at 7-11-4,and 28 lb down and 78 lb up at 8-4-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-10=-20 Concentrated Loads(Ib) Vert:14=-299(B) I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE e. . I USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see A11Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVA223Q14.Ity Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 605 Roof Special 1 1 K3562994 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:18 2017 Page 1 I I D:gm2Gfmkfu5m JUpBb31n3_2ynvNd-o_ekogSNEXTN_wtwaglgwCOrcgfknl1l u79BaDyn IY3 5-4-11 1 10-1-1 1Q 5-4-11 -8-61F-lin5-9-13 5 s-6-10 s-10 2-0-24-0-0 ao Scale=1:41.6 3x4 II 3x4= 4x8// i ►m 12 CV ►y �A 14 �� 1l a o `,. 16 17 5.00 112 354 cS' ii 4 V 18 ® O 5 ImI� 11 10 9 g 1 6 0 7 3x6= 3x4 = 3x4 = 3x6 = 3x6 2x4 11 1 5-4-11 1 10-7-10 I 16-5-6 5-4-11 5- 5-2-15 5-9-13 5-6-10 6-10 Plate Offsets(X Y)-- [5:0-0-8.0-0-01 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.08 7-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.19 7-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:113 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-3 oc purlins, except WEBS 2x4 DF Std G end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 11=906/Mechanical,5=1063/0-5-8 Installation guide. Max Horz 11=-243(LC 8) Max Uplift 11=-268(LC 8),5=-306(LC 13) Max Gray 11=1155(LC 27),5=1461(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-994/307,14-15=-994/307,3-15=-994/307,3-16=-1265/366,16-17=-1279/357, 4-17=-1396/354,4-18=-2099/441,5-18=-2309/425 BOT CHORD 10-11=-92/994,9-10=-146/1165,8-9=-315/2014,7-8=-315/2014,5-7=-315/2014 WEBS 2-11=-1305/323,2-10=-50/501,3-10=-582/170,3-9=-27/457,4-9=-900/244 NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-5-13,Exterior(2)7-5-13 to 10-5-13,Interior(1) 13-5-13 to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for REQ PR OFk,s reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;ExpB;FullyExp.;Ct=1.1 cz: ,,NGIN -,....� 6-> ) 9 rY 3)Unbalanced snow loads have been considered for this design. ? . 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs Q .9200 P E 9t" non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. j'' —110 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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 t` • CC- fit between the bottom chord and any other members. f 8)A plate rating reduction of 20%has been applied for the green lumber members. �}�OREGON 1,Ej 9)Refer to girder(s)for truss to truss connections. ��" '7 )- QUO 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 268 lb uplift at joint 11 and 306 lb uplift at i 'ZQ joint 5. A fi.R 10 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. +�I 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)81 lb down and 194 lb up at 10-1-14 on to chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: c�2 1 7 7 Continued on pag • August 16,2017 ,AWARNING •-Veri/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �- f ` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria I AP223314.1ity Criteria,DSB-89 and BCSI Building Component Cg Circle Cooo ronnaa,CA 92880 Job Truss Truss Type Qty Ply Great Western 61702729 B05 Roof Special K3562994 1 1 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:18 2017 Page 2 ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-o_ekogSNEXTN_wtwaglgwCOrcgfknll l u79BaDyn IY3 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-11=-20 Concentrated Loads(Ib) Vert:15=-10 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not USE. �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22ll 1Quality Criteria,DSB-89 and BCSI Building Component 250 Corona,KluCircle CA 92880 Job Truss Truss Type Qty Ply Great Western 61702729 C01 Common Girder K3562995 1 2 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:19 2017 Page 1 -2-0-0 3-6-0 I 7-0-0 10-8-0 ID:gm2Gfmkfu5mJUp8b3jn3_2ynvNd-GAC600T24-6-0 3S68NGvSOYuU4 WAAA7nul6f 1Y2 3-6-0 I I 140-0 17-6-0 21-0-0 0 Y 3-6-0 3-8-0 3-8-0 I 3-6-0 1 2I 7-6-0 3-6-0 3-6-0 8x8= Scale=1:50.7 6 Olik 6x8% 5x8 5.00 12 5 7 3x4 17 � 4/1 18 8x12 8 2x4\\ iV3x4 3 !, ''INAIII:Iiii. 3x4'''.--- 3 � 4x12= Vk 2 [7 9 .(5‘.41.11/0001 !, 1111 11 I, =I'l I I - I I • Ill f�1.111��]iii 4� I- -�x16% 16 19 15 20 21 _ a 22 12 23 14 13 24 10 25 26 t. 11 3x4= HUS26 8x8= LUS26 7x14 MT18H= 6x6=MUS26 \ 3x8 II 3x10\ 8x8 HUS26 10x10= LUS26 MUS26 HUS26 LUS24 LUS26 MUS26 HUS26 1 4-8-0 9-4-0 I 14-0-0 4-8-0 4-8-0 I 18-8-0 2-4-0 21-0-0 1 23-4-0 1 28-0-0 P ate• sets X -- :0-4-1 0-3-1 7:0-2-0 0-1-8 8:0-2-0 Ed.e 9:1-.-9 0-1 4-8-0 9&09 0- -7 0-2-0 1 :0-2-4 0-2-0 15:0-3-0 0-4-12 2-4-0 4-8-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.42 12-14 >780 240 MT20ES GRIP 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.99 Vert(CT) -0.86 12-14 >386 180 MT18H 220/195 BCLL 0.0 Rep Stress lncr NO WB 0.73 Horz(CT) 0.26 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight 352 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- 6-9:2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD 2x6 DF 2250E 1.7E BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. WEBS 2x4 DF Std G*Except* 6-14,7-12.5-15:2x4 DF No.1&Btr G WEDGE Left:2x4 SP No.3 SLIDER Right 2x6 DF No.2 6-1-3 REACTIONS. (lb/size) 9=9243/0-5-8,2=6990/0-5-8 Max Horz 2=146(LC 14) Max Uplift9=-2096(LC 11),2=-1655(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-16388/3773,3-4=-16384/3773,4-17=-16161/3719,5-17=-16104/3724, 5-6=-12351/2850,6-7=-12367/2847,7-18=-16986/3890,8-18=-17033/3883, 8-9=-22868/5080 BOT CHORD 2-16=-3527/14956,16-19=-3497/15094,15-19=-3497/15094,15-20=-3114/13731, 20-21=-3114/13731,14-21=-3114/13731,13-14=-3066/14048,13-22=-3066/14048, 12-22=-3066/14048,12-23=-4352/19700,11-23=-4352/19700,11-24=-4259/19189, 10-24=-4259/19189,10-25=-4660/21204,25-26=-4660/21204,9-26=-4660/21204 WEBS 6-14=-2083/9194,7-14=-4360/1068,7-12=-1247/5519,8-12=-5469/1253,8-10=-655/3287, 5-14=-3827/983,5-15=-1024/4357,4-15=-363/185,3-16=-131/340,8-11=-384/2037 .< 1 G. PQFr(� NOTES- �r�C.1 1GI NEER tS<2 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x4-1 row at 0-3-0 oc. 89200PE Vic' Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. /- 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply t / .•,✓'�--�' lir connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 11141. 3)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS yG OREGON �(/� (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 /.0 4.0, �, 14, 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. �P 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs `R R LA- non-concurrent with other live loads. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 Continued on page 2 August 16,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. f Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �eI I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYIT l�k� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA223Q14.Iy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 81702729 C01 Common Girder K3562995 A ProBuild Beaverton Truss, Beaverton,OR 97007 L Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:19 2017 Page 2 NOTES- ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-GAC600T??gbEb3S68NGvSQYuU41WAAA7nu16fynIY2 9)*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 fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2096 lb uplift at joint 9 and 1655 lb uplift at joint 2. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 8-0-12 from the left end to connect truss(es)to back face of bottom chord. 14)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 12-0-8 oc max.starting at 10-0-12 from the left end to 22-1-4 to connect truss(es)to back face of bottom chord. 15)Use Simpson Strong-Tie LUS26(4-SD9212 Girder,4-SD9212 Truss)or equivalent spaced at 2-0-0 oc max.starting at 12-0-12 from the left end to 16-0-12 to connect truss(es) to back face of bottom chord. 16)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 18-0-12 from the left end to 21-1-0 to connect truss(es)to back face of bottom chord. 17)Use Simpson Strong-Tie HUS26(14-16d Girder,4-16d Truss)or equivalent at 24-1-4 from the left end to connect truss(es)to back face of bottom chord. 18)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 26-1-4 from the left end to connect truss(es)to back face of bottom chord. 19)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-9=-64,2-9=-20 Concentrated Loads(lb) Vert:13=-1135(B)14=-1201(B)11=-884(B)19=-2215(B)20=-1525(B)21=-1133(B)22=-884(B)23=-884(B)24=-1383(B)25=-234b(B)26=-191(B) a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overalls building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see MiTek" Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IAP22331y Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 CO2 Common 2 1 K3562996 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:20 2017 Page 1 -2-0-0I I 14-0-0 ID:gm2Gfm1-0-0 UpBb3jn3_2ynvNd-kMmUDMTdm8j5DDOJi5n87d57jUl4FjW30-0- f5ynlY1 -0-o 2-0-0 7-0-0 7-0-0 I 21-0-0 28-0-0 30.0-0 7-0-0 7-0-0 2-0-0 Scale=1:52.6 4x6= 4 5.00 •12 13 14 2x4 \ 12 15 2x4 3 5 11 2 ti 16 6 61 �� 17 rot ti �, 10 7 Id 3x6%• 918 8 3x4 = 3x6 = 3x4= 3x6 I 9-4-0 I 18-8-028-0-0 9-4-0 9-4-0 I 9-40 Plate Offsets(X.Y)— [2:0-3-1.0-1-8].[6:0-3-1.0-1-8] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.23 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.50 8-10 >664 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:117 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=1299/0-5-8,6=1299/0-5-8 Installation guide. Max Hors 2=129(LC 12) Max Uplift 2=-326(LC 12),6=-326(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-2302/481,3-11=-2227/501,3-12=-2005/432,12-13=-1910/442,4-13=-1904/452, 4-14=-1904/452,14-15=-1910/442,5-15=-2005/432,5-16=-2227/501,6-16=-2302/481 BOT CHORD 2-10=-485/2044,10-17=-187/1343,17-18=-187/1343,9-18=-187/1343,8-9=-187/1343, 6-8=-356/2044 WEBS 4-8=-159/760,5-8=-527/310,4-10=-159/760,3-10=-527/309 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)17-0-0 to 27-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �� PRQFcs 3)Unbalanced snow loads have been considered for this design. `1, C 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs � N 'I NFR `S�p non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. QC" 89200P E 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 326 lb uplift at tllw joint 6. _ Q 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. OREGON 4/ <0 Ali 14 2.0 R 10- Q,P EXPIRES_ 12131/2017 August 16,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,SI/a, 223314 Irty Criteria,DSB-89 and BCSI Building Component 250Circle Corona,CA 92880 Job Truss Truss Type Oty Ply Great Western B1702729 HRA01 Corner Rafter 2 1 K3562997 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) ID: 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:21 2017 Page 1 -2-9-15 11-2-4 gm2GfmkfuSmJUpBb3jn3_2ynvNd-DZJsRiUGXSryrNbVFoJNXreGyumj_F?Tb4NrBYynIYO 2-9-15 11-2-4 14-1-4 I 15-5-3 2-11-0 1-3-15 Scale=1:30.5 5 4 4x8 N v 0 3x1 3 3.54 12 A 3x10 3x10 oi � 3x10% 7 Orrill o 3x10 Vi100111 6x8 g t� v 2 1 Mill I 11-2-4 11 -5 Plate Offsets(X.`0— [2:0-4-14.Edge] 11-2-4 0--1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.84 DEFL. in (loc)2-3 I/deft L/d PLATES GRIP Lumber DOL 1.15 Vert(LL) -0.53 2-3 >255 240 MT20 220/195 TCDL 7,0 BC 0.00 Vert(CT) -0.72 2-3 >190 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 LUMBER- Code IBC2015/TPI2014 (Matrix) Weight:42 lb FT=20% TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=597/0-7-6,3=769/0-2-2,4=226/0-2-2 Installation guide. Max Horz 2=223(LC 6) Max Uplift2=-331(LC 6),3=-427(LC 12),4=-87(LC 7) Max Gray 2=597(LC 1),3=796(LC 16),4=295(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearingesurface.i �&��� et 7)Provide mechanical connection(by others)of truss to bearing plate at joints)3,4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 2,427 lb uplift at joint 3 {�..‘GIN -,,, ��� and 87 lb uplift at joint 4. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. $92Q0P E � 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)108 lb down and 137 lb up at 2-9-8,90 lb down and 103 lb up at 2-9-8,86 lb down and 91 lb up at 5-7-7,54 lb down and 58 lb up at 5-7-7,168 lb down and 140 lb up at 8-5-6,149 lb down and 121 lb up at 8-5-6,and 243 lb down and 143 lb up at 11-3-5,and 55 lb down and 25 lb up at 14-1-4 on i top chord. The design/selection of such connection device(s)is the responsibility of others. illQ 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7G ,}_OREGONt .&. LOAD CASE(S) Standard .f �. 14,2.01 �+ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 pI Uniform Loads(plf) MFR R I L� Vert:1-5=-64 r i Continued on page 2 EXPIRES: 12131/2017 4 August 16,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is alwayion,storage,delivery,erection and s required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" eSaftytInformat on available from Truss PI to IIng stitute,218 N Lee of trusses and Street,Suite 312,Alexandria,VA 22314. systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 81702729 HRA01 Corner Rafter K3562997 2 1 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 ID:gm2Gfmkfu5m2015 JUpBb3jn3 2yrivNdTDZJsRiUGXSryrNbVFek Industries,Inc. oJNXreGyumAug 16 j_F?Tb4NrBYynIYO LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-194(F)4=-25(F)6=53(F=30,B=23)7=-41(F=-4,B=-37)8=-218(F=-100,B=-118) f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,AP223314 Il Irty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type IQty Ply Great Western B1702729 HRBO1 Corner Rafter K3562998 1 1 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:22 2017 Page 1 -2-9-15 I 1124 ID:gm2Gfmkfu1mJUpBb3jn3_2ynvNd-hltEe2VuHIzpTXAhpWgc42ASC16yjiEdpk7Pj-ynlY? 2-9-15 11111 14-2-10 19-8-1 11-2-4 0-- 2-9-15 5-5-7 3.54 12 Scale=1:37.6 6 'v , j 10 d 3.6= 5 4x8% 4 3x10 3 411111 C 3x10 • 3x10% 9 a1 3x10% 8 3x10 6x8 7 '� r 2 RI � ✓ 1 I 11-2-4 Plate Offsets(X.Y)-- [2:0-4-14.Edge] 11-2-4 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. (Roof Snow=25.0 Plate Grip DOL 1.15 TC 0.81 DEFL. in (loc) I/deft Lid PLATES GRIP Lumber DOL 1.15 Vert(LL) -0.52 2-3 >261 240 MT20 220/195 TCDL 7.0 BC 0.00 Vert(CT) -0.68 2-3 >200 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 LUMBER- Code IBC2015/TPI2014 (Matrix) Weight 49 lb FT=20% TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 0-2-2 except(jt=length)6=Mechanical,2=0-7-6. Installation guide. (Ib)- Max Horz 2=264(LC 30) Max Uplift All uplift 100 lb or less at joint(s)6 except 2=-306(LC 6),3=-415(LC 12), 5=-115(LC 6) Max Gray All reactions 250 lb or less at joint(s)except 6=268(LC 16),2=587(LC 1), 3=807(LC 16),5=406(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*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 fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. ��� � P aF�s 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/PI 1 angle to grain formula. Building designer should verify capacity �(\ {GNB �� of bearing surface. O 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,5. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except ) $�2�QP E 9�' (jt=lb2=306 3=415,5=115. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5. J� 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /�—� cr 12)Hanger(s)or other connection device(s)shall be provided sufficient to support -a� 2-9-8,90 lb down and 103 lb up at 2-9-8,66 lb down and 67 lb up at 5-7- ,54 lb down and 58 lbs up at 5-7-7,161 lb down and 126 lb • lb down and 137 lb up at �� ,�C), zo �� up at 8-5-6,149 lb down and 121 lb up at 8-5-6,243 lb down and 143 lb up at 11-3-5,and 54 lb down and 28 lb up at 14-1-4,and 57 <0 '9}� .�4 rZQ� ..�, lb down and 28 lb up at 16-11-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. I 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ✓/ �� A LOAD CASE(S) Standard R R I�-� Continued on page 2 EXPIRES: 12/31/2017 4 August 16,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall_ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek't' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see M�oeR.t Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,AP22331Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 lIIMlIMMlMMMMMMMMMMMM.MMMMMIMMI Job Truss Truss Type Qty Ply Great Western B1702729 HRB01 Corner Rafter 1 1 K3562998 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:22 2017 Page 2 ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-hltEe2VuHIzpTXAhpWgc42AS C I6yj iEdpk7Pjyn IY? LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64 Concentrated Loads(lb) Veil:3=-194(F)5=-23(F)7=53(F=30,B=23)8=-20(F=-4,B=-16)9=-211(F=-100,13=-111)10=-26(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ��L AI�TQk� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI�I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,l AP223314.ir y Criteria,DSB-89 and BCSI Building Component Cor CoroKCircle naa,,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 HRB02 Rafter K3562999 1 1 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:22 2017 Page 1 ID:gm2GfmkfuSmJ UpBb3jn3_2ynvkld-hltEe2 VuHIzpTXAhpWgc42Adg16yjiEdpk7PjynIY? 4-1-1 4-1-1 0--6 0-0-6 Scale=1:8.8 3 3.54 12 4 2 1 d - I 1-2-2 1x3-4 4-1-7 1-2-2 0-1- 2-10-4 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 DEFL. in (12-3 I>999 240 PLATES GRIP TCDL 7,0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 2-3 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:6 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=71/0-1-6,2=189/0-2-2 Installation guide. Max Horz 2=59(LC 8) Max Uplift3=-47(LC 12),2=-126(LC 8) Max Gray 3=77(LC 18),2=191(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*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 fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,2. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at joint(s)3 except(jt=lb)P P (i ) �Q PRO FFS 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,2. ��JNG NEF s/O 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 44 /L `�' 89200PE10 9r p1,r✓ OREGON �, � Y 14,2d 4 EXPIRES: 12131/2017 4 August 16,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MA is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,AP1-1 22314.Irty Criteria,DSB-89 and BCSI Building Component Coo g Circle Coronnaa,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 JA01 Jack-Open 2 1 K3563000 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 2 Tek 3'2'0'0 1-10-15 2017 Page ID:gm2GfmkfuSmJUpBb3jn3 20ynvkldl 9xRldsOstr d 235g4h Ns,Inc. eDLrdGjj hKdS9UAug 162m20syFQynIY1 2-0-0 1-10-15 I 6-0-0 6-1-1 Scale=1:19.0 5.00 1 3 2 5 aI , nfl nn fin iiiiito, o 1 LUS24 LUS24 8 4 LUS24 3x4 = I 1-10-3 1-1115 8-0-0 I 1-10-3 0- 12 6-1-1 LOADING(psi loc TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (Roof Snow=25.0 Plate Grip DOL 1.15 TC 0.41 ( ) 1/defl L/d PLATES GRIP Lumber DOL 1.15 Vert(LL) 0.16 2-4 >562240 MT20 220/195 TCDL 7,0 RepBC 0.48 Vert(CT) -0.49 2-4 >187187 180 BCLL 0.0 Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:17 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=-46/Mechanical,2=370/0-5-8,4=77/Mechanical Installation guide. Max Horz 2=67(LC 12) Max Uplift3=-164(LC 18),2=-122(LC 8) Max Gray 3=43(LC 8),2=517(LC 18),4=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��Rt,D P R Qpes 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. c' �i vG l � s0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at hints except t-Ib 3=164, 2=122. p 1 O p (j- ) 02 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9OC}P E• 9L" 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 • from the left end to 6-0-12 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q (r LOAD CASE(S) YG ii 0' ON �L(/ Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ! fE- Q ZO Uniform Loads(plf) /jam Vert:1-3=-64,2-4=-20 w/ R R I`A EXPIRES: 12/31/2017 I August 16,2017 AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll• t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building c component,not E USE a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall �Q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see r*��1Q�R Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VAP22331I1 4 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 JA02 Jack-Open 2 1 K3563001 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 15 Tek d Aug 16 ID:gm2GfmkfuSmJUpBb3jn3 20ynvNd198-0-0 Industries, NeDLrdGjjlhKdS9U2m20syFQy3 2017 nIYe_ I -2-0-0 1 3-10-15 2-0-0 3-10-15 1 8-0.Q 4-1-1 Scale=1:19.0 3 5.0012 ZZ 5 2 N�d 4 Id 3x4= I 3-10-3 3-19115 3-10-3 8-0-0 LOADING 0- 12 4-1-1 I (PS2 SPACING- 2-0-0 CSI. TCLL 25.0 Vert(LL) (Roof Snow=25.0 Plate Grip DOL 1.15 TC 0.41 DEFL. in (loc) I/deft Lid PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:20 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=72/Mechanical,2=380/0-5-8,4=77/Mechanical Installation guide. Max Horz 2=104(LC 12) Max Uplift3=-59(LC 12),2=-102(LC 8) Max Gray 3=91(LC 19),2=435(LC 18),4=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ���` D P QF�s 7)A plate rating reduction of 20%has been applied for the green lumber members. c 8)Refer to girder(s)for truss to truss connections. ANG N E9 `� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=102. 1. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 89200PE St"r -4111110'1..'411P 111 7 cz- Gi 't N OREGON 1, 0 y 14,2-4 4 ili ERR{1- 6P' EXPIRES: 12/31/2017 August 16,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1►A T I� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Mi 1eIC Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVAP22314.hty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 81702729 JA03 Jack-Open 2 1 K3563002 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:3423 2017 Page 1 I D:gm2GfmkfuSmJUpBb3jn3_2ynvNd-9xRds0 W W235g4hItN DLrdGjj IhKdS9Um205yFQyn IY_ i -2-0-0 1 5-10-14 2-0-0 5-10-15 ( 2.1-1 Scale=1:19.0 3 1 le 5.00 171F 7 6 5 2 1 11.011:4Id 1 I= 4 3x4= I 5-10-3 5-1p115 8-0-0 5-10-3 0-0-'12 2-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:23 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=152/Mechanical,2=428/0-5-8,4=77/Mechanical Installation guide. Max Horz 2=141(LC 12) Max Uplift3=-111(LC 12),2=-114(LC 12) Max Gray 3=190(LC 19),2=442(LC 19),4=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-7-4,Exterior(2)1-7-4 to 5-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �R9 PQFcs fit between the bottom chord and any other members. C 7)A plate rating reduction of 20%has been applied for the green lumber members. �,,' ....,_ GIN „ Y NR s/t2 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=111, �w 89200 R E �V 2=114. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. y � Cc G 4,,,OREGON o‘ �4, 'f) 14 1 P4 MfiRRI0- Q' EXPIRES: 12/31/2017 August 16,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ...- I ^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVAP223314 lily Criteria,DSB-89 and SCSI Building Component Cooronna,a, Circle CoCA 92880 Job Truss Truss Type Qty Ply Great Western 81702729 JA04 Jack-Open 2 1 K3563003 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:24 2017 Page 1 i -2-0-0 ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-d8??3jX8pNEXirK4xxs49TGo15gsBckvH2cWntynlXz 2-0-0 1 7-10-15 7-10-15 00-1-0 3 r Scale=1:22.8 4 8 5.00 12 7 r� 6 cS 5 2 d Id, 1 I , 3x4= 4 I 7-10-15 8 0 LOADING(psf) 7-10-15 0-1-1 TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015lTPI2014 (Matrix) Weight:26 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=223/Mechanical,2=484/0-5-8,4=77/Mechanical Installation guide. Max Horz 2=168(LC 12) Max Uplift3=-133(LC 12),2=-140(LC 12) Max Gray 3=284(LC 19),2=504(LC 19),4=154(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 RF' PRO,c fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. Cj 'Y N Ek? (/O 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=133, Qt4 2=140. 89200PE ter' 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -y ,)y OREGON tm A%, � D }' 14,24 RRILA- gyp' EXPIRES: 12/31/2017 August 16,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. I .--, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVAP22314 Irty Criteria,DSB-89 and BCSI Building Component 250Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 JA05 Jack-Open 2 1 K3563004 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:24 2017 Page 1 2 0-o ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-d8??3jX8pNEXirK4xxs49TGoz5gsBckvH2cWntynlXz 8-0-0 2-0-0 8-0-0 I 1-10-15 1-10-15 4 Scale=1:27.1 I� 3 5.00 12 .1 8 7 V 6 2 N 4 � I 1 =; 3x4= 5 8-0-0 LOADING 8-0-0 (psf) SPACING- 2-0-0 CSI. TCLL 25.0 DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-5 >187 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:29 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. Installation guide. (lb)- Max Horz 2=194(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-132(LC 12),3=-161(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=501(LC 19),3=365(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n 6)*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 x( c.1 P QF-� fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. (, cc," N F4:;9 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 4 , 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 89200 P E 2=132,3=161. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. / 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �w vo 72_ 4."OREGON Ix ki 14,24 �ERR1 0- EXPIRES: 12131/2017 4 August 16,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. =_ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not NMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " iTekx fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 22314 Irty Criteria,DSB-89 and SCSI Building Component Coo g Circle Coronnaa,CA 92880 Job Truss Truss Type Qty Ply Great Western 61702729 JB01 Jack-Open 1 1 K3563005 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) -2-0-07.640 s ID:gm2GfmkfuSmJUpBb3P 92015 16 2017 1-10-15 32ynvNd-SKZNH3XmagMOK_vGeUeN d Jho3oVO5w35 3ViL3 Jy91Xy 2-0-0 I 1-10-15 6-0.0 6-1-1I Scale=1:19.0 5.00 12 3 NI 2 5 onn nn nn 6 7 8 Id 4 Ili. LUS24 LUS24 LUS24 1 3x4 = I 1-10-3 1-19,15 I 1-10-3 0-0.'12 6-0.0 LOADING 6'1 1 (psf) SPACING- 2-0-0 TCLL 25.0 2-4 CSI. (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 DEFL. in (lI/deft Ud PLATES GRIP Lumber DOL 1.15 Vert(LL) -0.16 2-4 >562240 MT20 220/195 e BC 0.48 Vert(CT) -0.49 2-4 >187187 180 TCDL 7.0 R BCLL 0.0 * p Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:17 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOPOTCHORD 2x4 DF No.1&Btr G CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BBOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=-46/Mechanical,2=370/0-5-8,4=77/Mechanical Installation guide. Max Horz 2=67(LC 12) Max Uplift3=-164(LC 18),2=-122(LC 8) Max Gray 3=43(LC 8),2=517(LC 18),4=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. v 0 P R OFps 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. �*• �tJG I NE. - 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at joint(s)except(jt=lb)3=164, 2=122. p P !� 0� 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. t�9200I�E Ff 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 6-0-12 to cosnecttruss(es)to back face of bottom chord. / 12)Fill all nail holes where hanger is in contact with lumber. Ct 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard "9L OREGON D 44 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 fQ j ` Q�-0"4 Uniform Loads(plf) Vert:1-3=-64,2-4=-20R R 10 EXPIRES: 12/31/2017 I August 16,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. f IIIIDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Matti(' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,lll AP223314.Irty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 61702729 JB02 Jack-Open 1 1 K3563006 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:25 2017 Page 1 -2-0-0 I D:gm2Gfmkfu5m JUpBb3jn3_2ynvNd-SKIN H3XmagMOK_vGUeNJ iho3oV05w3_3ViL3JJynIXy I 2-0-0 3-10-15I 3-10-15 8-0-0 4-1-1 Scale=1:19.0 3 5.00 12 5 2 d ti 1 4 3x4= I 3-10-3 3-19115 8-0-0 3-10-3 0-0-12 4-1-1I LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:20 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=72/Mechanical,2=380/0-5-8,4=77/Mechanical Installation guide. Max Horz 2=104(LC 12) Max Uplift 3=-59(LC 12),2=-102(LC 8) Max Gray 3=91(LC 19),2=435(LC 18),4=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. f t n P R' CS :c"1 A plate rating reduction of 20%has been applied for the green lumber members. S� G C 8)Refer to girder(s)for truss to truss connections. `CO tiNGI NF-i9 c/0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) �� '" 2=102. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i392�0 P E 9Cr CC p OREGON D X44 <0 q y 14 Zfl� '4' /1/ .1i RILA �'� EXPIRES: 12/31/2017 August 16,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M//-7473 rev.10/03/2015 BEFORE USE. MEM ' + Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing R is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see NSUTPIl Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 223314 Irty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 61702729 JBO3 Jack-Open 1 1 K3563007 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:26 2017 Page 1 I D:gm2GfmkfuSmJUpBb3jn3_2ynvNd-ZW/IUPYOL_U Fx8US2MUYEULDYVMKIV ECkMScrlynlXx -2-0-0 5-10-15 2-0-0 5-10-15 I 8-0-0 2-1-1 Scale=1:19.0 3 1 R. 5.00 12 7 6 5 2 aI ►� Id M4 3x4= I 5-10-3 5-19r15 8-0-0 5-10-3 0-d-12 2-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=152/Mechanical,2=428/0-5-8,4=77/Mechanical Max Horz 2=141(LC 12) Max Uplift3=-111(LC 12),2=-114(LC 12) Max Gray 3=190(LC 19),2=442(LC 19),4=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-7-4,Exterior(2)1-7-4 to 5-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 f Q,E� PR R '/t fit between the bottom chord and any other members. �+ is 7)A plate rating reduction of 20%has been applied for the green lumber members. ��Co 0NGI NE. /0 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=111, Qt 89200 R E 2=114. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. OREGON 0‘ ��� /d q)' 14,2N '� 'yERR►�L�� EXPIRES: 12/31/2017 August 16,2017 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTekr9 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job TrussJB04 TrussJack-Open Type Qty Ply Great Western B1702729 1 1 K3563008 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:26 2017 Page 1 ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-ZW7IUPYOL UFx8US2MuYEuL7FvMKfVECkMScrlynlXx -2-0-0 2-0-0 I 7-10-15 8 t° 7-10-15 0-1-1 3 i Scale=1:22.8 6 5.00 12 7 rZ 6 A 5 2 1 PPP J i Id 1 3x4= 4 7-10-15 LOADING 1.- , 10-15 0-1-1 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 55.0 plate Gri DOL 1.15 TC 0.81 Vert LL 0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) p ( ) TCDL 7.0 LumberDOL 1.15 BC 0.48 Vert(CT) 0.49 2-4 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:26 Ib FT=20% LUMBER- BRACINGTOP CHORD 2x4 DF No.1&Btr G TOP CHOD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=223/Mechanical,2=484/0-5-8,4=77/Mechanical Installation guide. Max Horz 2=168(LC 12) Max Uplift3=-133(LC 12),2=-140(LC 12) Max Gray 3=284(LC 19),2=504(LC 19),4=154(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will <<5?‘�Q P ©/CeS fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. c•, ' ' NEe ,,9 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=133, 4t.' 89200P E , 2=140. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. y� OREGON �tv� "� 0P EXPIRES: 12/31/2017 August 16,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. �� t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Wel( fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Infomtation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,I AP223314lily Criteria,DSB-89 and BCSI Building Component o Corona,aCircle CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 J605 Jack-Open K3563009 1 1 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:27 2017 Page 1 I -2-0-0 ID:gm2GfmkfuSmJ UpBb3jn3_2ynvNd-1jh7h0Z061c6Z13fc3Qnn6u1CJiZOyUMzOgANByn IXw 2-0-0 I 8-0-0 8-0-09-10-15 1-10-15 4 Scale=1:27.1 4 II 3 5.00 12 �1 8 7 M h •:1- 6 6 K 2 o- j ►/ 1 S 3x4= 5 8-0-0 LOADING(psf) 8-0-0 I TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.16 2-5 >562 240 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-5 >187 180 MT20 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code l9C2015/TPI2014 (Matrix) Weight:29 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Bir G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. Installation guide. (Ib)- Max Horz 2=194(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-132(LC 12),3=-161(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=501(LC 19),3=365(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��l] P RQ�Fd' fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. ��Gj �NGj N fi sem© 8)Refer to girder(s)for truss to truss connections. R 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) •�2(]�}P E �f 2=132,3=161. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �/ 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� 7OREGON v, '- 4/ A., ) 14,24 P' `SRRU-'- ' EXPIRES: 12/31/2017 August 16,2017 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M//-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall.. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,IAP22331q lily Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 61702729 JB06 Jack-Open 1 1 K3563010 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:27 2017 Page 1 ID:gm2GfmkfuSmJ UpBb3jn3_2ynvNd-1jh7hIZ061c6Z13fc3Qnn6uJAJiZOyUMzOciANByn IXw -2-0-0 2-0-0 8-0-0 1-1 3-10-15115 5 Scale=1:31.3 1 � Ia 4 5.00 1 • 2 10 3 ;1 9 8 �t u5 4 7 2 1 3x4= 6 8-0-0 8-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.16 2-6 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-6 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:32 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. Installation guide. (Ib)- Max Horz 2=220(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 2=-121(LC 12),3=-165(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=493(LC 19),3=353(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -\ �� P ©F�s fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. �Ca- �NGI NE , /� 0. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) 8200 P E "47� 2=121,3=165. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. / 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. L ,�OREGONN Cr" 6 Y 14,2d ' RRIL'- EXPIRES: 12/31/2017 4 August 16,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 223314.11Ty Criteria,DSB-89 and BCSI Building Component 250Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 JB07 Jack-Open 1 1 K3563011 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:28 2017 Page 1 ID:gm2GfmkfuSmJUpBb3jn3_14-0-0 -VvFWvSaftbkyBSerAmx0KJQUBi2o7PkVCgajweynlXv -2-0-0 8-0-0 2-0-0 8-0-0 I14-0.0 i 6-0-0 5 Scale=1:35.8 a Ii 0 5.00 ,2 10 4 9 :, 3 N `i' 1 N co 8 74 o N OS 2 v5 7 2 p._"--- ------------- 3x4 1 �, 3x4 = 6 I 8-0-0 I 8-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) 0.16 2-6 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-6 >187 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G I TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=247(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 2=-109(LC 12),3=-165(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=491(LC 1),3=314(LC 19),4=280(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-8-5,Exterior(2)9-8-5 to 13-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �Q< .0 P R OFcs fit between the bottom chord and any other members. �� . GIN EFR ts1 7)A plate rating reduction of 20%has been applied for the green lumber members. 2 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. Q 89200 P E �� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) 2=109,3=165. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. /�' 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. y� 'L!OREGON R ��� 6. y 14,2V }�4 SFRR11-V-�' EXPIRES: 12/31/2017 August 16,2017 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev.10/03/2015 BEFORE USE. ...... IIII�P Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 JB08 Jack-Open 3 1 K3563012 • Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:28 2017 Page 1 ID:gm2GfmkfuSmJUpBb3jn3_14-0-0 -VvFWvSaftbkyBSerAmx0KJQUBi2o7PkVCgejweynlXv I -2-0-0I 8-0-0 2-0-0 8-0-0 I 14-0-0 6-0-0 5 Scale=1:35.8 I it Ia 5.00 12 10 4 9 r, 3 N 7j (Na 8 _ & us 7 2 i 3x4 = 6 I 8-0-0 I 8-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.16 2-6 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-6 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length)5=Mechanical,2=0-5-8,6=Mechanical. (Ib)- Max Horz 2=247(LC 12) Max Uplift Al)uplift 100 lb or less at joint(s)5,4 except 2=-109(LC 12),3=-165(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=491(LC 1),3=314(LC 19),4=280(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-8-5,Exterior(2)9-8-5 to 13-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,c . P ROFF-, fit between the bottom chord and any other members. � 'b NF .0 7)A plate rating reduction of 20%has been applied for the green lumber members. I 8)Refer to girder(s)for truss to truss connections. 9)Refer to girder(s)for truss to truss connections. Q 89200 P E 91--- 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) 2=109,3=165. <e 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. lI 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. v. a y� ,�OREGON � ttf � 'Q 'Q y 14,2 4� P+ �R R t 1_l-�'' EXPIRES: 12/3 /2017 August 16,2017 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1- a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 81702729 SA01 Jack-Open 2 1 K3563013 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:29 2017 Page 1 ID:gm2GfmkfuSmJ n3_2ynvNd-_5ou6RaHevspocCljUSFsXzIg6UPsszfQKJHS4ynIXu I -2-0-0 2-0-0 I1-10-1510-15 a 1-10-15 0-1-1 Scale=1:10.4 3 5.0012 5 2 PAINIIIIIIIIIIIIII li ra 1 :r1 3x4 = 4 I 1-10-15Q LOADING(psf) 1-10-15 0-1-1 TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10 0 Code IBC2015/TPI2014 (Matrix) Weight:9 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF Std G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=282/0-5-8,4=19/Mechanical,3=-13/Mechanical Installation guide. Max Horz 2=68(LC 12) Max Uplift2=-136(LC 8),3=-116(LC 18) Max Gray 2=394(LC 18),4=39(LC 5),3=24(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 fit between the bottom chord and any other members. ���t P R OF�s 7)A plate rating reduction of 20%has been applied for the green lumber members. G p 8)Refer to girder(s)for truss to truss connections. ' •' �� .�es. 1/g 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=136, &.,, �/ 3=116. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9200 E 9t' j-19 . t� • It 72_ AOREGON 0� 4� <4 .41)*- 14,V.\ �,;\'- 41CRLL-RI ' EXPIRES: 12/31/2017 August 16,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. il. l Design saki for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not saki a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing e T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IY1�7eR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,ANSIAP22314.Irty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 SA02 Jack-Open 1 1 K3563014 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:29 2017 Page 1 ID:gm2G3-10-1mJUpBb3jn3_2ynvNd-_5ou6RaHevspocCljUSFsXzoJ6UPsszfOKJHS4ynIXu I 2-0-0 I 3-10-15 2-0-0 1-10-15 Scale=1:13.2 2 Im 5.00 12 ' I� 4 r 1 Pairill1111111111i W. W. 3x4= 3 2-0.0 2-0-0 LOADING(psj) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 1 >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 1-3 >999 180 MT20 220/195 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/Tpl2014 (Matrix) Weight 9 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF Std G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 1=141/0-5-8,2=122/Mechanical,3=19/Mechanical Installation guide. Max Horz 1=73(LC 12) Max Uplift1=-42(LC 12),2=-85(LC 12) Max Gray 1=142(LC 19),2=127(LC 19),3=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. .x [' P R(�Fr 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. �,c " NG N��^`�> 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Q 14 2 89200PE Vic' Jitim Y A OREGON b, fti A. <7 14,2P - 'j- ERRILL Q� EXPIRES: 12/31/2017 4 August 16,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. r 111111 Design g valid for use f only ,th MiTek i connectors.This design is pped only upon parametersnpara shown,andr is for sidesg component,to not rali a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,ANSIIl AP223314.Iny Criteria,DSB-89 and BCSI Building Component Coo g Circle Coronnaa,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 SA03 Jack-Open 1 1 K3563015 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:30 2017 Page 1 ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-SIMGKnbvPD_gOmnEHBzUPkWuVWpbbJDof 3c_WynlXt 2-0-0 I 5-10-15 I 2-0-0 3-10-15 Scale=1:17.6 2 11 Io j0oj1 ....1111110 4 oS A N ai I'M I) 3x4 = 3 2-0-0 I 2-0-0 Plate Offsets(X.Y1— [1:0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 55.0 Plate GripDOL 1.15 TC 0.47 Vert(LL) 0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 1=207/Mechanical,2=187/Mechanical,3=20/Mechanical Installation guide. Max Horz 1=111(LC 12) Max Uplift 1=-71(LC 12),2=-130(LC 12) Max Gray 1=211(LC 19),2=209(LC 19),3=40(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �,� P QFc 5 7)Refer to girder(s)for truss to truss connections. CC 'y 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=1b) \. c.<„,,‘"���� ��f 2=130. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �- 89200P E ' • • tt '��- ' e 'S'C„ 4 0 ON tx As. 'O y 14,2Q� 4 MER R I L\-`'P EXPIRES: 12/311.2017 4 August 16,2017 I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ..... Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �t A '` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTBk� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,)VA Quality Criteria,DSB-89 and BCSI Building Component Cg Circle Cooo ronnaa,CA 92880 Job Tr1uss Truss Type Qty Ply Great Western B1702729 SA04 Jack-Open 1 1 K3563016 ProBuild Beaverton Truss, Beaverton,OR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:30 2017 Page 1 ID:gm2GfmkfuSmJUpBb3jn3_2ynvNd-SIMGKnbvPD_gQmnEHBzUPkWwaVVpebJDof 3q_WynlXt I -2-0-0 1 2-0-0 3-10-15 2-0-0 2-0-0 I 1-10-15 Scale=1:14.8 3 1 1.7 5.00 I12 5 r 2 Pii Allillial ,/ 3x4= 4 2-0-0 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight 12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=86/Mechanical,2=307/0-5-8,4=19/Mechanical Installation guide. Max Horz 2=104(LC 12) Max Uplift 3=-65(LC 12),2=-127(LC 8) Max Gray 3=106(LC 19),2=342(LC 18),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. , �c PR QP�� 7)A plate rating reduction of 20%has been applied for the green lumber members. ,C.0- � ��G IE fi� �f� 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4.0 �/ 2=127. Q 89200PE x1- 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. , OREGON te s4l, -9 y 14,2q'� P.,*k,- MFRR4L. 6_ EXPIRES: 12/31/2017 August 16,2017 III G WARNIN - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -.Y Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 'A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P o Corona,aCircle CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 SA05 Jack-Open 1 1 K3563017 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:30 2017 Page 1 ID:gm2GfmkfuSmJUpB12ynvNd-SIMGKnbvPD_gQmnEHBzUPkWvUWpebJDof 3q_WynlXt -2-0-0 2-0-0 ' 5-5-10-10-15 2-0-0 2-0-0I 3-10-15 Scale=1:19.3 3 i Io 5.00 12 7 M 6 2 N N 5 C 2 ' fl W.1 OM 3x4= 4 2-0.0 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=163/Mechanical,2=359/0-5-8,4=19/Mechanical Max Horz 2=141(LC 12) Max Uplift3=-116(LC 12),2=-145(LC 12) Max Grav 3=202(LC 19),2=373(LC 19),4=39(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-7-4,Exterior(2)1-7-4 to 5-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c 6)*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 f(�L ' P R� �s fit between the bottom chord and any other members. cos� �!i�G I N:e- 5% 7)A plate rating reduction of 20%has been applied for the green lumber members. 2 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=116, 892Q0PE '9f 2=145. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. --11111411. 161111111° 1 I,,: - er '9L 40,_,,,O REG©N rx 4 s. i� -7 k` 14 ZO.\ 4 4R R 10- EXPIRES: L�- FSP' EXPIRES: 12/31/2017 August 16,2017 4 _ 8 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 61702729 SB01 Jack-Open 1 1 K3563018 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:31 2017 Page 1 I D:gm2GfmkfuSmJUpBb3jn3_2ynvNd-wUweX7cXAVWX2vMQrvUjxy25Kw9tKmTxueoN WzyniXs 2-0-0 I 1-10-15 210-Q 1-10-15 0-1-1 Scale=1:10.4 3 5.0012 5 , 2 IC'S 1 111110,'"11111q 3x4 = 4 I 1-10-15 2 0- 1-10-15 0-1-`I LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=282/0-5-8,4=19/Mechanical,3=-13/Mechanical Max Horz 2=68(LC 12) Max Uplift2=-136(LC 8),3=-116(LC 18) Max Gray 2=394(LC 18),4=39(LC 5),3=24(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 RY fit between the bottom chord and any other members. �\ t G C s>O 7)A plate rating reduction of 20%has been applied for the green lumber members. .c3tp 8)Refer to girder(s)for truss to truss connections.truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=136, w �' 3=116. :920oPE ter' 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -° . • 116-yG ,/OREGON tk Ott id ../}".* 14,2., fiRRtL\--sa' EXPIRES: 12/31/2017 August 16,2017 44 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Le a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCS/Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western B1702729 SB02 Jack-Open 1 1 K3563019 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:31 2017 Page 1 ID:gm2Gfmkfu5m JUpBb3jn3_2ynvNd-wUweX7cXAVVFX2vMQrvUjxy25Kw9tKmTxueoN VUzynlXs 2-0-0 2-0-0 3-10-15 2-0-0 1-10-15 Scale=1:14.8 3 1 Id 5.00 12 5 n h 2 ' o i 1 =, 3x4= 4 I 2-0-0 i 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC20151TP12014 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=86/Mechanical,2=307/0-5-8,4=19/Mechanical Installation guide. Max Holz 2=104(LC 12) Max Uplift3=-65(LC 12),2=-127(LC 8) Max Gray 3=106(LC 19),2=342(LC 18),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp 8;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. \ ��� Q��s 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. \� �NGrr‘ r �R �� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) � 2=127. 892QQPE• 9c' 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /6-'7N." C7 91. 14,2d�` ' 'FR R 41-.x- F�_ EXPIRES: 12/31/2017 August 16,2017 II WARNING- Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 p 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply Great Western 61702729 SB03 Jack-Open 1 1 K3563020 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Aug 16 09:34:32 2017 Page 1 ID:gm2GfmkfuSmJn3_2ynvNd-OgUOITd9xgEOf3xcPc?zU9bF KV53Dj561Yx3PynlXr 2 0.0 I 2 0.0 I 5-10-150-Vt 3-10-15 I Scale=1:19.3 • IX 31 5.00 12 7 6 in A N 5 2 �, 1 ,/ 3x4= 4 I 2-0-0 2-0-0 LOADING(psf) TCL/ 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=163/Mechanical,2=359/0-5-8,4=19/Mechanical Max Horz 2=141(LC 12) Max Uplift3=-116(LC 12),2=-145(LC 12) Max Gray 3=202(LC 19),2=373(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-7-4,Exterior(2)1-7-4 to 5-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 PROFFs fit between the bottom chord and any other members. Fi�GlN� - ' ' 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. /0. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=116, Q 89200 P E '9I- 2=145. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4 r., PP��,/ fir.. Cr y A OREGON tc 4 ra '11' 142Q P- ERR►1-y 6 EXPIRES: 12/31/2017 August 16,2017 • I WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. .1111•110 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. ink Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. C2-3 �' 16 c 2 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I AlliriElt Dbracing should be considered. 21—� U )tt. 4 � 3. Never exceed the design loading shown and never 0_ 1.) stackmaterialsoninadequatelybracedtrusses.O c�-e 4. Provide copies of this truss design to the building 4 x 2 orientation,locate C6-7C5-6 1— For designer,erection supervisor,property owner and plates 0- ',idfrom outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 10.Camber is a non-structural consideration and is the responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and • in all respects,equal to or better than that if' Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior iM reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only..� �� 618.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal Mil 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, IV 1Nk l ' ® Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015