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Plans (379) MST O\V - (..1J : , iiiir MiTekg MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 18661_WESTWOOD-LOT_19_VC WESTWOOD HOMES-LOT 19 VIEW CREST The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2053810 thru K2053949 My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. ((y1/40 P R OFFss � NGINE,�c� �O 2 � Q 89200PE 9<' Ci ,OREGON /LC 0 q y 14 j2° Q-1- MRR1LN- 0 EXPIRj _ June 6,2016 Baxter,David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053810 18661_WESTWOOD-LOT_1^501 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:17 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-x139ecbxvuAbwnC55gvkDdTuZwMsW5uz51jm9z8wom 1 -2-6-0 1 4-9-2 17-5-0 7j 111111 10-1-7 1 13-5-8 1 2-6-0 4-9-2 2-7-14 0-6-11 2-1-12 3-4-1 Scale=1:27.7 4x4 3x4 11 3x4= 9i 1><15 11 10 13< 110 4.00 12 1.5x4' I I E 3 fo IV e 05 N 2 f - I 6 Rn Rn nn nn fl [I In 6 X 1x6 = 11 12 13 8 14 15 16 �\ JL24 JL24 JL24 3x8 =JL24 JL24 JL24 7 6x6= 1 7-5-0 1 13-5-8 1 7-5-0 6-0-8 Plate Offsets(X,Y)— [2:0-3-0.0-1-5].[7:0-3-0,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.04 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(TL) -0.11 2-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.02 7 n/a n/a BOLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:70 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except BOT CHORD 2x6 DF 1800F 2.1E end verticals,and 2-0-0 oc purlins(5-2-0 max.):4-6. WEBS 2x4 DF Stud/Std 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) 7=1760/0-5-8,2=1034/0-5-8 Max Horz 2=134(LC 40) Max Uplift7=-541(LC 6),2=-285(LC 6) Max Gray 7=1813(LC 26),2=1347(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2130/334,3-4=-1737/225,4-9=-1616/236,5-9=-1616/236,6-7=-831/380 BOT CHORD 2-11=-324/1941,11-12=-324/1941,12-13=-324/1941,8-13=-324/1941,8-14=-314/1250, 14-15=-314/1250,15-16=-314/1250,7-16=-314/1250 WEBS 3-8=-353/209,4-8=0/314,5-8=0/659,5-7=-1486/373 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 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ,i„EO PR 0Fe.s 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��-<G GINEER wo 1(1 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. 89200 P E 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 fit between the bottom chord and any other members. /�� 8)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only 40,4P,and does not consider lateral forces. idi SC- 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and OREGON A V/ does not consider lateral forces. 1 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. G '�/�� ' 14 Z° Q-j- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,f I 12)Use USP JL24(Wi h 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the MFR R 10- left end to 12-0-12 to connect truss(es)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 I N A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mu ' Design valid for use only with Mirek®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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053810 18661_WESTWOOD-LOT_1-0.01 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:18 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_an-PnjogxxcID11 D4MOfoL8HQAeezGbbzL2ClnGlcz8wol NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)177 lb down and 131 lb up at 7-11-12,and 296 lb down and 189 lb up at 10-0-12,and 286 lb down and 193 lb up at 12-0-12 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 1-4=-64,4-6=-64,2-7=-20 Concentrated Loads(Ib) Vert:6=-606 5=-229 9=128 10=-216 11=-56(F)12=-57(F)13=-57(F)14=-57(F)15=-57(F)16=-57(F) IMM 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 Mick®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/TPIl Quality Criteria,DSB-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 VVESTWOOD HOMES-LOT 19 VIEW CREST K2053811 18661_WESTWOOD-LOT_1-0A2 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:19 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-uzHO1 HyFVWV9urDxaCWsNpein6MULKLhBQPWpg2z8wok 9-11-11 21-10-0 I -2-6-0 I 5-10-13 15-4-0Sas0- zIzzI sa 18-6-2 zsa 75 22-8-00 I 114 at1 0-7-15 0-1-12 Scale=1:49.0 5x6 8x12 M18SHS= 4x4 = 3x4 I I 8x8= 4.00 12 4 -+ 5 5,1 21 r5z 6 221: 1 23 f 1: 1_11� 1.5x4 ✓ /� L. 9 u> c',2.. 19 3 —= , - I� v d 3 �h 12 11 10 _ CDS <618 4x6 d 2 8x12 M18SHS= 8x12= 1.5x4 I I hi mr- � J4.1MW15x4 61 -� _� 7 7 12 3x8= 14 13 1.5x4 19 3x8= 6x6= 1.5x4 II 15-5-8 I 9-2-0 I 12-2-2 1 14-10-0 1�-0-QI 18.6-2 I 21-10-0 I 24-6-0 I 9-2-0 3-0.2 2-7-14 �-6.d 3-0-10 3-3-14 2-8-0 0-1-8 Plate Offsets(X.Y)-- [5:0-4-0,0-4-0].[8:0-4-0.0-2-4[12:0-6-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.55 12 >525 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -0.90 12 >321 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.22 9 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:122 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins,except T2:2x6 DF 1800F 2.1E 2-0-0 oc purlins(2-5-10 max.):4-8. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 5-2-10 oc bracing. B4:2x4 DF 2400F 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std*Except* be installed during truss erection,in accordance with Stabilizer W9,W5:2x4 DF No.1&Btr Installation guide. REACTIONS. (lb/size) 9=1340/Mechanical,2=1495/0-5-8 Max Horz 2=153(LC 10) Max Uplift9=-397(LC 11),2=-546(LC 10) Max Gray 9=1423(LC 32),2=1808(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-3505/985,18-19=-3402/992,3-19=3338/999,3-4=-3082/909,4-20=-2870/885, 5-20=-2870/885,5-21=-8737/2604,6-21=8737/2604,6-22=-7037/2005, 22-23=-7037/2005,7-23=-7037/2005,7-8=-7043/2008,8-9=-3510/999 BOT CHORD 2-14=-970/3209,13-14=-1058/3407,11-12=-2552/8651,10-11=-891/3225, 9-10=-891/3225,12-13=-1229/3958 WEBS 3-14=-351/226,4-14=-169/746,7-11=-698/226,5-13=-2097/658,5-14=-911/350, 8-11=-1166/4010,6-12=-176/764,6-11=-1814/611,5-12=-1621/5681 NOTES-)Wi d:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS :S(C•- � PROFF- (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-3-12,Exterior(2)9-3-12 to 24-4-14 zone; .z 0NG]N EF,9 /p cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; �� ?i9 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;Partially Exp.;Ct=1.1 1/4;.,89200 P E f 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 1.00 times flat roof load of 25.0 psf on overhangs /='''' .' non-concurrent with other live loads. ,i e� 5)Provide adequate drainage to prevent water ponding. OREGON ,./Z.6)All plates are MT20 plates unless otherwise indicated. 7L 4, Nt* 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <O ''P 14 20 -}- 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 SZ,Q' fit between the bottom chord and any other members. MSR R t I-\- 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=397. 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only EXPIRES: 12/31/2017 and does not consider lateral forces. June 6,2016 Continued on page 2 f i MIME A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. 1. Design valid for use only with MTekO 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 property 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 MiTele ek4 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053811 18661_WESTWOOD-LOT_1-002 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:19 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9 on-uzHO1HyFWW9urDxaCWsNpein6MULKLhBQPWpg2z8wok NOTES- 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 94 lb up at 9-11-12,and 115 lb down and 133 lb up at 12-0-12,and 577 lb down and 288 lb up at 13-4-12 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:1-4=-64,4-8=-64,8-9=-64,2-13=-20,9-12=-20,12-13=-20 Concentrated Loads(Ib) Vert:5=-47 20=-40 21=-542 1 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. INF Design valid for use only with MTebS 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053812 18661_WESTWOOD-LOT_1-0,03 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:20 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-M9rnFcztHgH ISN WmmDNcMrFOTmsu3osLf3GNMUz8woj 1 -2-6-0 i 5-11-5 111-5-0 11111-p1 15-4-0 19-0-5 1?-7-p 24-6-0 1 2-6-0 5-11-5 5-5-11 0-6-11 3-4-5 3-8-5 0-6-11 4-11-0 Scale=1:49.0 5x8 \\ 3x4 = 4x6 4.00 12 4 Fd 5ri8 19� :• 0 y 21 3x4% 15227 3 i"' Lv V. — —. Io d a 4 9a 8x12 M18SHS = 8 3x6= o d 2 3x4= c.J @ 4. 91 61ICA 13 12 11 10 3x6= 1.5x4 II 5x8 = 1.5x4 II 1 5-11-5 111-5-0 1 15-4-0 15- -8 19-7-0 1 24-6-0 1 5-11-5 5-5-11 3-11-0 0-1-8 4-1-8 4-11-0 Plate Offsets(X.Y)-- [7:0-0-0.0-0-10].[9:0-9-8.0-4-4].[12:0-1-8,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.29 10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(TL) -0.53 10 >552 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.16 7 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight:111 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins,except BOT CHORD 2x4 DF No.1&Btr`Except* 2-0-0 oc purlins(2-9-11 max.):4-6. B2:2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-3-0 oc bracing. Except: 1 WEBS 2x4 DF Stud/Std*Except* 10-0-0 oc bracing:9-11 W5,W4:2x4 DF No.1&Btr MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1084/Mechanical,2=1266/0-5-8 Max Horz 2=162(LC 52) Max Uplift7=-277(LC 11),2=-449(LC 10) Max Gray 7=1217(LC 33),2=1663(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-3151/641,3-14=-2977/655,3-15=-2257/561,4-15=-2168/573,4-16=-4351/1232, 16-17=-4351/1232,5-17=-4351/1232,5-18=-2665/741,18-19=-2665/741, 19-20=-2665/741,6-20=-2665/741,6-21=-2856/762,21-22=-2875/755,7-22=-2956/750 BOT CHORD 2-13=-660/2878,12-13=-660/2878,5-9=-70/555,8-9=-1170/4393,7-8=-673/2715 WEBS 3-12=-857/236,4-12=-797/297,9-12=-575/2351,4-9=-691/2662,5-8=1912/573, 6-8=-94/610 NOTES- 1)(nvelope)gable end zone and C-C Exterior(2)nd:ASCE 7-10;Vult=140mph(3-second t-2-6-0 to 0-2-12,Interior(1))Vasd=111mph; ri0-2-1.2psf;2 to 11-6-12,Extesf; rior(2)11ft;Cat. -6--12 to 23-8-3,Intexp B;enclosed;rior(1)S <�-�G OPE-, 23-8-3 to 24-4-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ��GJ �N F9 O2'9 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;Partially Exp.;Ct=1.1 89200PE c- 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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. -d ,- • 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. AOREGON 44.1 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -7G "0_ 1 1 R � 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 <O All 14 2 O P fit between the bottom chord and any other members. A I 9)Refer to girder(s)for truss to truss connections. V' R R 11_\- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=277. 11)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only anddoesnot consider lateral forces. EXPIRES: 12/31/2017 12)iSemi-rrii inued ors iddapgittce Qbreaks including heels"Member end fixity model was used in the analysis and design of this truss.ConJune 6,2016 1 _ A 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 MTeku 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053812 18661_WESTWOOD-LOT_1^(R03 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:20 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9—on-M9rnFcztHgHISNWmmDNcMrFOTmsu3osLf3GNMUz5woj NOTES- 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)62 lb down and 83 lb up at 11-11-12,and 165 lb down and 117 lb up at 13-4-12 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:1-4=-64,4-6=-64,6-7=-64,2-11=-20,10-11=-20,7-9=-20 Concentrated Loads(lb) Vert:16=10 17=-130 r WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1OM3/1015 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 ANSI/TPII Quality Criteria,D5B-89 and BC51 Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST ` K2053813 18661_WESTWOOD-LOT_1-0,04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:22 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-IYzXf1_7PRXTing9ueP4RGKHGaYaXIXd6NIURNzBwoh 1 -2-6-0 1 5-11-5 I11-5-0 1 13-11-11 I15-4-0 I 17-0-5 1 19-7-0 1 24-6-0 I 2-6-0 5-11-5 5-5-11 2-6-11 1-4-5 1-8-5 2-6-11 4-11-0 Scale:1/4"=1' 8x8 = 18 5 8 g�= 4x8 4.00 12 4 �� 6 21 p.m ,32.m....._ 24 2 17 :...iiiiiiiiiiiiototar_e.., 5 201111111 3x4 164.� 9 3 \ to_ Idad 1 10x20 M18SHS= 10= 0 5x8= d 3x6 N n 2 ear. r 61 NT.,3x8= 12 15 14 13 1.5x4 II 4x12= 3x4 II I 5-11-5 I 11-5-0 I 15-4-0 1515-8 19-7-0 1 24-6-0 1 5-11-5 5-5-11 3-11-0 0-1-8 4-1-8 4-11-0 Plate Offsets(X.Y)-- [4:0-3-8.0-2-8].[11:0-11-12.0-5-0].[14:0-2-4.0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.47 12 >618 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.72 12 >405 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.22 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins,except T2:2x4 DF 1800F 2.1E 2-0-0 oc purlins(2-2-0 max.):4-7. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. Except: B3:2x4 DF 2400F 2.0E 10-0-0 oc bracing:11-13 WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 6-10 W5,W4:2x4 DF No.1&Btr JOINTS 1 Brace at Jt(s):6 WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1263/Mechanical,2=1361/0-5-8 Max Horz 2=173(LC 14) Max UpIift9=-365(LC 11),2=-496(LC 10) Max Gray 9=1764(LC 33),2=1961(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4013/984,3-16=-3248/1016,16-17=-3174/1023,4-17=-3097/1028,4-19=-6737/2452, 19-20=-6737/2452,6-20=-6737/2452,6-21=-4333/1800,21-22=-4333/1800, 22-23=-4333/1800,7-23=-4333/1800,7-24=-4571/1697,24-25=4655/1692, 9-25=-4704/1686 BOT CHORD 2-15=-958/3686,14-15=-958/3686,6-11=175/654,10-11=-2348/6851,9-10=-1576/4398 WEBS 3-14=-694/191,4-14=-1405/713,11-14=-1212/3421,4-11=-1370/3947,6-10=-2695/1106, 7-10=-230/764 <(-,i,, ,(:) (-5 O P R Open NOTES- �C �NAGINEF9 /0 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 4V' �"� (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 13-11-11,Exterior(2)11-6-12 to 21-3-4,Interior(1) Q 89200P E 21-3-4 to 24-4-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS fo 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;Partially Exp.;Ct=1.1 ,•r'9 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 1.00 times flat roof load of 25.0 psf on overhangs OREGON 4CI non-concurrent with other live loads. G/ �,9 y 20) -�- 5)Provide adequate drainage to prevent water ponding. Q 14 6)All plates are MT20 plates unless otherwise indicated. R R L� �P 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 M fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. EXPIRES: 12/31/2017 10)Provide d n pae nical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=365.ConJune 6,2016 t r.MI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mifek®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 properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053813 18661_WESTWOOD-LOT_1-0.04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:22 2016 Page 2 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-IYzxf I_7pRXTing9ueP4RG KHGaYaXIXd6N IU RNz8woh NOTES- 11)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)154 lb down and 110 lb up at 13-11-12 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:1-4=-64,4-5=-64,4-7=-64,7-8=-64,7-9=-64,2-13=-20,12-13=-20,9-11=-20 Concentrated Loads(Ib) Vert:20=-104 1 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekO0 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 Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053814 18661_WESTWOOD-LOT_1-005 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:22 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-IYzXf1_7 pRXTing9ueP4RG KLwaYgXihd6N IU RNz8woh 1 -2-6-0 1 5-11-5 l11-5-0 I 13-11-11 l 15-4-0 l 17-0-5 1 19-7-0 l 24-6-0 I 2-6-0 5-11-5 5-5-11 2-6-11 1-4-5 1-8-5 2-6-11 4-11-0 Scale:1/4"=1' 3x4= 6 5x8 \\ 4.0012 16 x4— 17 4x4 4 15 la18 7 in 3x4 8 i 3tit uS d i, Ib d .:1- 10 a 8x8= 9 4x4 = d 2 3x4= N r @ @I 01 ,4x4= 14 13 12 11 1.5x4 II 4x12 = 1.5x4 II l 5-11-5 l11-5-0 l 15-4-0 154-8 19-7-0 l24-6-0 I 5-11-5 5-5-11 3-11-0 0-1-8 4-1-8 4-11-0 Plate Offsets(X.Y)— [6:0-2-0.Edge].[10:0-6-0.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.20 11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.43 11 >680 180 TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing. Except: B2:2x4 DF Stud/Std 10-0-0 oc bracing:10-12 WEBS 2x4 DF Stud/Std JOINTS 1 Brace at Jt(s):5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1009/Mechanical,2=1202/0-5-8 Max Horz 2=183(LC 10) Max Uplift8=-218(LC 11),2=-409(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2392/527,3-15=-1796/425,4-15=-1715/432,4-16=-428/169,6-16=-387/180, 4-5=-2996/633,5-7=-1984/432,6-17=-387/180,7-17=427/170,7-18=2503/564, 8-18=-2566/556 BOT CHORD 2-14=-594/2196,13-14=-594/2196,5-10=-127/548,9-10=-709/3430,8-9=-488/2378 WEBS 3-13=-569/199,4-13=-665/241,10-13=-475/1882,4-10=-301/1803,5-9=-1273/289, 7-9=-12/431 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 15-6-0,Exterior(2)15-6-0 to 18-6-0 zone;cantilever ��EQ PR OFFs left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber \�� NG[NE� .() DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 kap �' �/9 3)Unbalanced snow loads have been considered for this design. :9200 P E 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 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. 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 OREGON 44/ fit between the bottom chord and any other members. G/ 2 4„ 0,•'` A. 8)Refer to girder(s)for truss to truss connections. Q l' 14 Q# 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb upliftat joint(s)except(jt=lb)8=218. /y • 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only R R I L and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including 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. EXPIRES: 12/31/2017 June 6,2016 1 r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lin Design valid for use only with MiTekS 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/1PI1 Qualify Criteria,DSB-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 1 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053815 18661_WESTWOOD-LOT_1-8.06 MONO TRUSS 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:23 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-mkXvte?IalfKJrFLRLxJ UtSO_zeGGmnL1U1zpz8wog I -2-6-0 I 7-10-10 I 14-11-8 I 2-6-0 7-10-10 7-0-14 Scale:3/8"=1' 4 5 4 • mil 10 4.00 12 3x4id1,1 N ni mi II, iriman 2 3 8 �/ 1 M 8 7 3x4= 1.5x4 II 3x8 =6 I 7-10-10 I 14-11-8 I 7-10-10 7-0-14 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.07 2-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.19 2-8 >891 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=798/0-5-8,7=614/Mechanical Max Horz 2=262(LC 11) Max Uplift2=-312(LC 10),7=-193(LC 14) Max Gray 2=833(LC 21),7=756(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1196/233,4-7=-289/151 BOT CHORD 2-8=-287/1061,7-8=-287/1061 WEBS 3-8=0/335,3-7=-1096/336 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 14-11-8 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ,iko P R Open 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs rs non-concurrent with other live loads. Co ANGIN4-, /,, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Lir ?j� 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 r fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. / 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=193. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only a . ►s does not consider lateral forces. '-4. OREGON Ay 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /O -1}' 14,2C) tk � -}- MER R 11-V- �P EXPIRES: 12/31/2017 June 6,2016 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MTeke 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 ANS1/TPI1 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053816 18661_WESTW00D-LOT_1^SG Monopitch Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:23 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-mkXvte?IaifKJrFLRLxJ_UtXy_pDG84nL1 U1zpz8wog I 5-2-4 I 10-2-9 I 14-10-0 14-pr-8 5-2-4 5-0-5 4-7-7 0-1-8 Scale=1:33.7 4 5 1.5. lil 4.00 12 6x6 3 10 '. N c5 4x6% 1n 2 1' 11111-11-1111111M DM th_iIII III �111111..II111111�11'�I iceii 11 12 9 13 14 8 15 16 7 4x8= JL24HUS26 HUS26 8x8— HUS26 HUS26 6x6—6 3x8 I I — JL24 HUS26 Special Special I 5-2-4 I 10-2-9 I 14-10-0 14-041-8 5-2-4 5-0-5 4-7-7 0-1-8 Plate Offsets(X.Y)-- [1:0-2-10.0-0-0].[8:0-3-8.0-4-12],[9:0-4-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.17 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.28 8-9 >617 180 TCDL 7.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.05 7 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:158 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std`Except` W3:2x4 DF No.1&Btr REACTIONS. (lb/size) 1=3797/0-5-8,7=5142/Mechanical Max Horz 1=220(LC 23) Max Uplift 1=-885(LC 6),7=-1320(LC 6) Max Gray 1=3820(LC 16),7=5256(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-10574/2348,2-10=-5224/1135,3-10=-5141/1142 BOT CHORD 1-11=-2402/9964,11-12=-2402/9964,9-12=-2402/9964,9-13=-2402/9964, 13-14=-2402/9964,8-14=-2402/9964,8-15=-1188/4931,15-16=-1188/4931, 7-16=-1188/4931 WEBS 2-9=-622/3153,2-8=-5318/1280,3-8=-1059/4875,3-7=-6162/1484 NOTES- 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 0-7-0 oc. 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. P R 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 ,`(Q`�p Oi- connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .Gj 0CNGI NEE9 /� 3)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 -fi (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Q� 89200PE 9r 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 1..,.••. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 40,10,_ •• 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,i- �+ fit between the bottom chord and any other members. A�OREGON �(// 8)Refer to girder(s)for truss to truss connections. -7G "0 Y ,.� 1 9)Provide metal plate or equivalent at bearing(s)7 to support reaction shown. 2 T 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /� Aq 14 O�Q' 7=1320. MFR R I�-`' 11)Two RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 ii tea.. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MiTek8 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/TP11 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053816 18661_WESTWOOD-LOT_1^(9G Monopitch Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:24 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Ex4H4_ONL3nBx?qY?3SYWhQiiN9S?bKwahEaWFzBwof NOTES- 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the left end to 3-0-12 to connect truss(es)to back face of bottom chord. 14)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 7-0-0 from the left end to 14-9-12 to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2154 lb down and 514 lb up at 5-2-4 on bottom 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:1-5=-64,1-6=-20 Concentrated Loads(Ib) Vert:9=-2154(B)7=-1001(B)11=-142(B)12=-230(B)13=-1110(B)14=-1424(B)15=-820(B)16=-820(B) � r WARNING-Verifydesign g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2075 BEFORE USE. Design valid for use only with MTekS 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053817 18661_WESTWOOD-LOT_1^O,HR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:24 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Ex4H4_0NL3nBx?qY?3SYWhQlgNOW7oAwahEaWFzBwof I -3-6-7 I 11-2-4 11112 14-2-11 I 17-0-10 1 19-10-9 1 21-9-8 I 3-6-7 11-2-4 0--8 2-9-15 2-9-15 2-9-15 1-10-15 Scale=1:42.3 2.83 F1-2- 8 7 3x4 5 84 t1 .t 3x4' 10 ilt 3x4% 3 0 3x4 _ 3x4 � ;� � 3x4 3x4 \\ 93x6 2 . 61 IPMI I 11-2-4 I 11-2-4 Plate Offsets(X,Y)-- f2:0-2-8.Edael LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.16 2-3 >851 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.23 2-3 >599 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 7 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:51 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr 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. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-7-6. (Ib)- Max Horz 2=138(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,6,7 except 2=-188(LC 10),3=-129(LC 14) Max Gray All reactions 250 lb or less at joint(s)3,4,6,7 except 2=311(LC 1) 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 Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 21-9-8 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;Partially 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6,7. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,6,7 except(jt=lb) 2=188,3=129. ��,0 PR OFF 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. ‹.N•` GI R 9 s�2� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. C3 N F 0 89200PE r 74OREGON �� /O/11 -R .Y 14 `Z0\Q4 FRR11A- EXPIRES: 12/31/2017 June 6,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MTeki 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/IPI1 Quality Crtteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053818 18661_WESTWOOD-LOT_1^601 CAL HIP 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:25 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-i7eflK1?6Mv2Z8OkZmzn3vytenfGkOv4pLz82iz8woe 1 -2-6-0 1 4-0-13 1 6-11-0 718-11 12-11-13 1 18-9-10 24-7-6 I 30-5-3 1 35-8-5 39-6-p 39-4-3 1 43-5-0 1 2-6-0 4-0-13 2-10-3 0-9-11 5-3-2 5-9-13 5-9-13 5-9-13 5-3-2 0-9-11 2-10-3 4-0-13 Scale=1:81.4 4.00 12 5x6 3x4 I I 5x8= 4x8= 4x8= 4x8= 5x6 1.554 4 521 6 22 8 9 10 1.5x4 w M M IMw w w sa ea w oa .Cl V 11v a =d r \ 12N '' n N Ir'Zr e 1 le Tdd 2 O 4x6= 20 24 19 18 17 25 16 15 14 26 13 458= 4x8 = 4x8= 6x6= 4x12= 3x4 I I 4x8= 3x4 4x8 = I 6-11-0 1 12-11-13 I 18-9-10 F0-5-8I 24-7-6 1 30-5-3 I 36-6-0 43-5-0 I 6-11-0 6-0-13 5-9-13 1-7-14 4-1-14 5-9-13 6-0-13 6-11-0 Plate Offsets(X.Y)- [6:0-3-8,0-2-01.116:0-5-4.0-2-0] TOL LOADING(ps25 O SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.11 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.20 13-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.05 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:486 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except T3,T2:2x6 DF 1800F 2.1E 2-0-0 oc purlins(6-0-0 max.):4-10. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std 6-0-0 oc bracing:16-17. WEBS 1 Row at midpt 5-17 REACTIONS. (lb/size) 12=1693/0-5-8,2=1615/0-5-8,17=5124/0-5-8 Max Horz 2=84(LC 6) Max Uplift 12=-504(LC 7),2=-567(LC 6),17=-1698(LC 7) Max Gray 12=1758(LC 29),2=1826(LC 29),17=5876(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3698/1179,3-4=-3856/1172,4-21=-3714/1170,5-21=-3714/1170,5-6=-1008/3487, 6-22=-481/163,7-22=-481/163,7-8=-481/163,8-9=-481/163,9-23=-4625/1510, 10-23=4625/1510,10-11=-4818/1534,11-12=-4556/1569 BOT CHORD 2-20=-1102/3482,20-24=-771/2622,19-24=-771/2622,18-19=-771/2622, 17-18=-771/2622,17-25=-3487/1104,16-25=-3487/1104,15-16=-1325/4464, 14-15=-1325/4464,14-26=-1325/4464,13-26=-1325/4464,12-13=-1451/4288 WEBS 3-20=-142/370,4-20=-188/314,5-20=-378/1450,5-19=0/386,5-17=-6307/1912, 8-16=-616/326,9-16=-4245/1341,9-14=0/389,9-13=-169/735,10-13=0/364, 11-13=-174/470,6-17=-3564/1274,6-16=-1328/4500 NOTES• �� ED PROF S's 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: F Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. \� ,,NAG N EF9 /0 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 2 Webs connected as follows:2x4-1 row at 0-9-0 oc. "V.- 2) 92)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 Q :9200 PE connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. j�� Wind:nd: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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1 - __ 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Q 5)Unbalanced snow loads have been considered for this design. 7 OREGON , 6)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs G/Q '1)• 14 Z°'\ 4A,4� non-concurrent with other live loads. C?)Q", 7)Provide adequate drainage to prevent water ponding. MFR R 1 LA- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'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. EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 f 1 ma WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10Po3/2015 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 ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Informaion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053818 18661_WESTWOOD-LOT_1-601 CAL HIP 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:57:25 2016 Page 2 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-i7efl K1?6Mv2Z80kZmzn3vytenfGk0v4PLz82iz8woe NOTES- 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12.This connection is for uplift only and does not consider lateral forces. 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. 12)Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)17.This connection is for uplift only and does not consider lateral forces. 13)Girder carries hip end with 7-9-0 end setback. 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)717 lb down and 334 lb up at 36-4-4,and 717 lb down and 334 lb up at 7-0-12 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:1-4=-64,4-10=-149,10-12=-64,2-12=-46(F=-26) Concentrated Loads(Ib) Vert:10=517 4=-517 M 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 bucking 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 Qualify Criteria,DSB-89 and SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053819 18661_WESTWOOD-LOT_1-802 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:26 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-BJC2Vg2etglvAlzw7000c6VOgBzoTalD1?jha8z8wod 1 -2-6-0 1 5-7-6 1 9-2-0 9-p-11 14-11-2 I 20-8-4 1 27-5-10 1 33-8-5 34-310 36-7-8 1 2-6-0 5-7-6 3-6-10 0-611 5-2-7 5-9-2 6-9-6 6-2-11 0- 11 2-4-8 Scale=1:70.0 5x8% 4.00 12 4x8 = 1.5x4 II 3x6= 4x8= 5x6 456 1.5x4 6a M0 2gz as 6 1:g17 o 8 w22 rsa rsn 10 �a 3 \ 19 ik_ w 41 ___2:8 ANr` N 3x6= 17 16 15 14 13 12 11 3x8= 1.5x4 II 458 1.5x4 II 3x4 II 356= 3x8= 1 9-2-0 I 14-11-2 20-8-4 I 27-5-10 I 34-3-0 1 36-7-8 1 9-2-0 5-9-2 5-9-2 6-9-6 6-9-6 2-4-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.14 2-17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(TL) -0.37 2-17 >662 180 BCLL 0.0 Rep Stress lncr YES WB 0.57 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(5-8-6 max.):4-9. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-14,5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=484/Mechanical,14=1828/0-5-8,2=908/0-5-8 Max Horz 2=125(LC 11) Max Upliift11=-145(LC 11),14=-525(LC 10),2=-356(LC 10) Max Gray 11=590(LC 32),14=2419(LC 32),2=1195(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-1713/398,18-19=-1616/399,3-19=-1581/411,3-4=-1166/293,4-20=-1108/307, 5-20=-1108/307,5-21=-240/968,6-21=-240/968,6-7=-240/968,7-8=-240/968, 8-22=-485/142,9-22-485/142,9-10=-481/124,10-11=-596/139 BOT CHORD 2-17=-481/1524,16-17=-163/730,15-16=-163/730,14-15=-163/730,13-14=-163/741, 12-13=-163/741 WEBS 3-17=-528/222,5-17=-159/728,8-12=-280/110,9-12=-267/162,10-12=-132/690, 6-14=-639/226,8-13=0/275,8-14=-1867/401,5-14=-1911/461 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 �EQ PROF,- (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 1-1-15,Interior(1)1-1-15 to 9-3-12,Exterior(2)9-3-12 to 36-5-12 zone; <� Ss cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; •Gj GI N j� / Lumber DOL=1.60 plate grip DOL=1.60 c\ �N F9 t�2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ew •9200 P 91! 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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. - 1/0 Cr 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9G 4"OREGON �� 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 r\ 1 fit between the bottom chord and any other members. <O D' 14 20 T 8)Refer to girder(s)for truss to truss connections. P 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=145. MFR(:1 1 L\ 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14.This connection is for uplift only and does not consider lateral forces. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for upliftonly EXPIRES: 12/31/2017 Continued ddonsp gcconsider lateral forces. June 6,2016 1 r nom 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 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 Qualify Crifeda,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053819 18661 WESTWOOD-LOT_1-602 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:26 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-BJC2Vg2etg1vAlzw7000c6V0gBzoTaID1?jha8z8wod NOTES- 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I I pa- 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 MiTe140 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/7911 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053820 18661_WESTWOOD-LOT21-603 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:27 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-f WmQj02Gd_91oSY7gB?F8K1 BQbIzC?fNGfSF6az8woc 1 -2-6-0 1 5-7-6 1 9-2-0 1 11-4-3 1 14-11-2 1 20-8-4 1 27-5-10 33-8-5 �' 0 36-7-8 2-6-0 5-7-6 3-6-10 2-2-3 3-6-15 5-9-2 6-9-6 1 6-2-11 0411 2-4-8 Scale=1:70.0 5x6 4.00 12 5 4x8 = 1.5x4 II 3x8= 4x8= 11 5x6 1.53421 4 03 2� 7 4 , 9 '2g ,n 4x6 - 12 , a 20 .. 4# N o5 N 2 r` M ail # ® __ - N d :. 3x6= 19 18 17 16 15 14 1 13 4x8 = 1.5x4 II 3x6— 4x8 = 3x8= 3x4 II 1.5x4 II I 9-2-0 I 14-11-2 I 20-8-4 1 27-5-10 34-3-0 1 36-7-8 1 9-2-0 5-9-2 5-9-2 6-9-6 6-9-6 2-4-8 Plate Offsets(X.Y)- j2:0-3-0.Edge] TCLL LOADING(psf) 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 0.70 Vert(LL) -0.14 2-19 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(TL) -0.37 2-19 >656 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.05 13 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(4-9-6 max.):4-10. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-16,6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=572/Mechanical,16=1946/0-5-8,2=962/0-5-8 Max Horz 2=131(LC 11) Max Uplift13=181(LC 11),16=-590(LC 10),2=-380(LC 10) Max Gray 13=694(LC 37),16=2501(LC 32),2=1356(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-2166/555,3-20=-2065/567,3-21=-1715/630,4-21=-1615/638,4-22=-1612/803, 22-23=-1612/803,6-23=-1612/803,6-24=-273/1022,24-25=-273/1022,7-25=-273/1022, 7-8=-273/1022,8-9=-273/1022,9-26=-560/514,26-27=-560/514,27-28=-560/514, 10-28=-560/514,10-12=-543/312,12-13=694/351 BOT CHORD 2-19=-561/1947,18-19=-280/777,17-18=-280/777,16-17=-280/777,15-16=-225/755, 14-15=-225/755 WEBS 3-19=-384/186,4-19=-187/343,6-19=-419/1127,9-14=-213/348,10-14=-553/528, 12-14=-523/797,7-16=-638/225,9-15=0/275,9-16=-1941/600,6-16=-2026/792 NOTES- P R OFFsS 9 f 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 NC? .N1GINEc �C, (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 1-1-15,Interior(1)1-1-15 to 11-4-3,Exterior(2)9-3-12 to 36-5-12 zone; ,c. * cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; (r 89200P E 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs A� non-concurrent with other live loads. 0 OREGON 5)Provide adequate drainage to prevent water ponding. 5G 4" Or .& 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <Q '9]' 14 2014 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 /11/ QjP fit between the bottom chord and any other members. FR R I LA- 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=1b)13=181. 10)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)16.This connection is for uplift only EXPIRES: 12/31/2017 Cont and ddonsp t consider lateral forces. June 6,2016 4I ..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt 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/TPIl Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053820 18661 WESTWOOD-LOT_1-603 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:27 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-fWmQj02Gd_91oSY7gB?F8K1 BQbIzC?(NGfSF6az8woc NOTES- 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111111 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 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST 18661_WESTWOOD-LOT_1^8 2 1 04 MONO TRUSS K2053821 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:28 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9 on-7iKowM3uOHHcQc7JEuWUhXaRh?j2xYJWVJCoflzBwob I 2-6-0 I 5-4-6 I 9-11-0 5-4-6 4-6-10 3x4 I I Scale=1:23.3 4 5 p 4.00 12 9 3x4% 3 a r 2 3nA i 1 1 m 8 7 3x4= 1.5x4 II 3x6=6 I 5-4-6 5 48 I 9-11-0 I 4-6-10 LOADING(pct) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.02 2-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.04 2-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std 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=595/0-5-8,7=393/Mechanical Max Horz 2=180(LC 11) Max Uplift2=-264(LC 10),7=-121(LC 14) Max Gray 2=616(LC 21),7=472(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-682/114 BOT CHORD 2-8=-194/588,7-8=-194/588 WEBS 3-7=-611/177 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-11-0 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);Categoryll;Exp B;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��RE0 PR OFF. non-concurrent with other live loads. cS 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \� , G I N F9 /Q 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 �C? /L fit between the bottom chord and any other members. 89200 P E "r'- 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=121. I / ..----- 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only andApp does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OREGON X44 'OY 14 2O' P-�- MRRILA- EXPIRES: 12/31/2017 June 6,2016 t t AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mom Design valid for use only with MTek®O 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/TPII Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053822 18661_WESTWOOD-LOT_16305 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:29 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-buuA7h4W9bPTlmiVocljD17UnO_DgvJfjzxLBTz8woa I 6-0-0 ¢6-111 10-6-3 15-8-0 I 6-0-0 0-6-11 3-11-8 5-1-13 Scale=1:29.8 4x6 3x4 II 4.00 I 12 Special 3x4= 2 1; 12 13 3 14 15 16 n 10 9 4x6-%6 1 \YI 01 lar 4 N r N e ,,I] a : Y, 5 6 7 4x8= 6x6= 1.5x4 II I 6-0-0 I 15-8-0 I 6-0-0 9-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.18 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.44 5-6 >415 180 TCDL 7.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.02 5 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:82 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(5-2-7 max.):2-4. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. WEBS 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=1442/Mechanical,7=1042/Mechanical Max Horz 7=188(LC 11) Max Uplift5=-588(LC 14),7=-352(LC 14) Max Gray 5=1517(LC 29),7=1231(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1449/412,8-9=-1397/415,9-10=-1361/418,2-10=-1359/425,2-11=-1313/448, 11-12=-1313/448,12-13=-1313/448,3-13=-1313/448,4-5=-397/271,1-7=-1189/375 BOT CHORD 6-7=-260/216,5-6=-587/1268 WEBS 2-6=-354/192,3-6=-145/335,3-5=-1607/699,1-6=-378/1319 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-1-12,Exterior(2)6-1-12 to 10-6-3 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Q P R OF Lumber DOL=1.60 plate grip DOL=1.60 �Q�� FS+ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.1 �� ,.‘AGINE-, . 0/O29 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 89200 P E r 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. 7)Refer to girder(s)for truss to truss connections. -4/0011.410°P 4_ �_ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=58;, SC 7=352. OREGON�� Act 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `<0�,q y 14 `Z° 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 lb down and 138 lb up at /y 6-6-12,246 lb down and 153 lb up at 7-3-4,308 lb down and 222 lb up at 9-3-4,382 lb down and 264 lb up at 11-3-4,and 237 lb �1:1 MIA- down and 219 lb up at 13-3-4,and 205 lb down and 219 lb up at 15-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12/31/2017 June 6,2016 Q-Q9X2YeSk$PRegandard 1 on 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 Mire&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 Building Component 250 Klug Circle Safety information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053822 18661_WESTWOOD-LOT_1-005 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:29 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-buuA7h4W9bPT1mlVocljD17UnO_DgvJfjzxLBTz8woa LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,5-7=-20 Concentrated Loads(lb) Vert:4=-135 11=-130 12=-211(B)13=-238 14=-312 16=-167 10111111111 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 M7ek&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/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053823 18661 WESTWOOD-LOT_1-606 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:30 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-35SYL158wvXKfwHhMJZymyfiYoKUPMwpychvjvz8woZ I 6-0-0 6-111 8-6-11 I 10-6-3 I 15-8-0 I 6-0-0 6-11 2-0-0 1-11-8 5-1-13 3 Scale=1:29.9 4.00 12 4x6 �i Special 3x4 II 2 m Special per3x4 = 1 9 11110VIS131014 15 Y 3x6% :25, `• rs V 4 Cs ri N w � / 1111111\NM Y MI 7 6 8 4x8 = 6x6= 3x6 II I 15-8-0 6-0-0 I 9-8-0 1 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.18 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.44 6-7 >416 180 TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.02 6 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:84 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(4-11-14 max.):2-5. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 8-11-13 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1462/Mechanical,8=942/Mechanical Max Horz 8=232(LC 11) Max Uplift6=-535(LC 11),8=-295(LC 10) Max Gray 6=1624(LC 29),8=1243(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-1508/559,9-10=-1415/566,2-10=-1346/570,2-11=-1384/756,11-12=-1384/756, 4-12=-1384/756,5-6=-503/259,1-8=-1202/442 BOT CHORD 7-8=-277/222,6-7=-536/1277 WEBS 2-7=-446/409,4-7=-252/453,4-6=-1614/805,1-7=-578/1412 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-6-11,Exterior(2)6-1-12 to 10-6-3 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 �Q,Ep P R°Pen 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 c'< .o 3)Unbalanced snow loads have been considered for this design. ��\ lGNG I NEFi9 X029 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE >r 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 tail by 2-0-0 wide will fit between the bottom chord and any other members. �V' 7)Refer to girder(s)for truss to truss connections. l/P 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=53 , - 8=295. OREGON lv� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OREGON ,�R 'C 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q Y 14 2OP# 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 lb down and 138 lb up at /�,� Qj 8-6-12,165 lb down and 114 lb up at 9-3-4,265 lb down and 155 lb up at 11-3-4,and 337 lb down and 225 lb up at 13-3-4,and 271 FR R i 1.-` lb down and 207 lb up at 15-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12/31/2017 LOAD CASE(S) Standard June 6,2016 Continued on page 2 r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. mit 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'a 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053823 18661_WESTWOOD-LOT_1^606 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:30 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-35SYL158wvXKfwHhMJZymyfiYoKUPMwpychvjvz8woZ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-2=-64,2-3=-64,2-5=-64,6-8=-20 Concentrated Loads(Ib) Vert:5=-201 11=-130 12=-130(B)13=-230(B)15=-267 1 1 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST , K2053824 18661_WESTWOOD-LOT_1-607 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:31 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-XH?xYN5m hCfB H 3suv 14B IACpRCj M8rjyBGQ S F Mz8woY 1 1-4-11 1 t8-0 2-7-0 I 5-11-13 1 10-1-13 1 15-8-0 1 1-4-11 0- 3-4-13 4-2-1 5-8-3 0-11-0 5x8 M18SHS\\ Scale=1:37.3 4x4 11 Special 4 G1 12 of 13 14 e/ 5 3illill Y Ili' 8 7 6 9 3x4= 6x6= 1.5x4 4x8= 1 1-8-0 1 2-7-0 I 10-1-13 i15-8-0 1 1-8-0 0-11-0 7-6-13 5-6-3 Plate Offsets(X.Y)— 11:0-2-12.0-2-01.15:Edae.0-3-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.07 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.19 7-8 >980 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 6 n/a n/a BCLL 0.0 BCDL 10.0 µ Code IBC2012ITPI2007 (Matrix) Weight:97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x6 DF 1800F 2.1E end verticals,and 2-0-0 oc purlins(3-1-0 max.):1-2,4-5. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1303/Mechanical,9=740/Mechanical Max Horz 9=251(LC 11) Max Uplift6=-453(LC 14),9=-197(LC 14) Max Gray 6=1455(LC 33),9=913(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-664/138,3-10=-914/253,4-10=-805/262,5-6=-599/308,1-9=-974/168, 1-9=308/1359ED PROpen BOT CHORD 8-9=-308/331,7-8=-363/928,6-7=-301/824 WEBS 2-8=446/164,4-7=-36/345,3-7=255/182,4-6=-1139/320,1-8=-200/1043, `C s 3-8=-519/189 ��cj 0NGINE�9 , NOTES- 89200PE "Y__. 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;MWFR (envelope)gable end zone and C-C Exterior(2)0-8-13 to 1-8-0,Interior(1)1-8-0 to 15-6-4 zone;cantilever left and right exposed;end „. �i +' 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;Partially Exp.;Ct=1.1 Q +” 3)Unbalanced snow loads have been considered for this design. 9 OREGON 44/ 4)Provide adequate drainage to prevent water ponding. L 4, 2�i()°‘ 1_� / I 5)All plates are MT20 plates unless otherwise indicated. 0 Y 14 p 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A 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 MFR R 10- fit between the bottom chord and any other members. 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)6=453, EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 I 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 MiTea 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/TPl1 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053824 18661_WESTWOOD-LOT_1-607 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:31 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9—on-XH?xYN5mhCfBH3suv14BIACpRCIM8rjyBGQSFMz8woY NOTES- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 lb down and 109 lb up at 10-7-12,265 lb down and 155 lb up at 11-3-4 ,and 337 lb down and 225 lb up at 13-3-4,and 271 lb down and 207 lb up at 15-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-4=-64,6-9=-20,1-2=-64,4-5=-64 Concentrated Loads(lb) Vert:5=-201 11=-91 12=-230(B)14=-267 4 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7073 rev.1W03/2015 BEFORE USE. Design valid for use only with MTek®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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST , K2053825 18661 WESTWOOD-LOT_1-608 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:32 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-?TZJmj60SWn2uDR4Tkb0rNl0fcAttE26QwA0ooz8woX 1 1-4-11 118- 2-7-0 13-4-11 I 5-11-13 I 10-1-13 I 12-6- 11 I 15-8-0 I 1-4-11 0.3- 0-9-11 2-7-2 4-2-1 2-4-14 3-1-5 0-11-0 4x8 \\ Special Scale=1:37.3 1 3x4 II 14 5 • 1t Speci:►, 7 ,P 16 17 18 19 "r 4.0012 3x4-2--- 4 4 8x12 = 3 ;000005x6 1• • , I�r; ; N N ci N 11 10 9 8 3x6 11 5x8= 3x4= 6x6 = I 1-8-0 1 2-7-0 1 10-1-13 I 15-8-0 I 1-8-0 0-11-0 7-6-13 5-6-3 Plate Offsets(X.Y)-- El:Edae,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.07 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.17 9-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:102 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF 1800F 2.1E`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x6 DF 2400F 2.0E end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2,5-7. BOT CHORD 2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1311/Mechanical,11=1063/Mechanical Max Horz 11=341(LC 11) Max Uplift8=-440(LC 11),11=-270(LC 10) Max Gray 8=1644(LC 35),11=1281(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-953/516,4-13=-884/522,4-14=-1000/377,5-14=-880/377,7-8=-677/268, 1-11=-1337/448,1-2=-870/477 BOT CHORD 10-11=-368/374,9-10=-380/1047,8-9=-338/924 WEBS 2-10=-1151/879,5-9=-35/320,5-8=-1290/628,1-10=-689/1610,4-10=302/63 NOTES- 1)Wind:ASCE 7-10;VuIt=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)0-8-13 to 1-8-0,Interior(1)0-8-13 to 15-6-4 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 �ED PR OFF 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �'`"G G(N EF Ss� 3)Unbalanced snow loads have been considered for this design. ��,. �N 9 O2'9 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 P 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. 7)Refer to girder(s)for truss to truss connections. "IA - 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=440, ---6-• tz ' 11=270. OREGON �w 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L/0 Aq 14 2 \ Q4 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)105 lb down and 96 lb up at ,t. 12-7-12,and 174 lb down and 114 lb up at 13-3-4,and 405 lb down and 230 lb up at 15-6-4 on top chord. The design/selection of ,V/ R R+,-\- such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12/31/2017 LOAD CASE(S) Standard June 6,2016 Continued on page 2 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053825 18661_WESTW00D-LOT_1-608 Roof Special 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:33 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Tg7hz371DgvvWNOG1 S6fObHAPOP6chlFeawZKEz8woW LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-114,2-13=-114,5-13=-64,5-6=-64,8-11=-20,1-2=-114,5-7=-64 Concentrated Loads(Ib) Vert:7-335(B)17=-56 18=-139(B) r IMM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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 property 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 MiTekA 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053826 18661 WESTWOOD-LOT 1-609 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:34 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ysh3BP8f_72m8XaTb9duwogORPk3LC70tEf6sgz8woV 2-7-0 15-8-0 11-4-11 1-8-9 1385 I 5-4-11 5111-1 10-1-13 I 14-5-3 14111 I 1-4-11 0-8-8 0-11-5 1-10-5 -7-2 4-2-1 4-3-6 0--8 0-11-0 1-1-5 Scale=1:45.6 1.5x4 II 9 11 4x8 \\ I Special 8 ' cial 3x4 II x4 11 12 4.00 12 3x4% �� w 5, 19 1• Y 20 11'e 5x6% 7 i 5x6= � 3x8 n 1 \� ��1 ; 11 r �� r'/ N I: 1 N Y 16 15 14 13 1.5x4 II 4x8= 3x4= 3x6= 1 1-8-0 12-7-0 I 10-1-13 1 15-8-0 I 1-8-0 0-11-0 7-6-13 5-6-3 Plate Offsets(X,Y)-- (1:0-6-0.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.07 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.19 14-15 >977 180 TCDL 7.0 Rep Stress lncr YES WB 0.48 Horz(TL) 0.02 13 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:113 lb FT=20% LUMBER- • BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T2:2x6 DF 1800F 2.1E end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-7,1-4,8-12. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 8-13 W5:2x4 DF No.1&Btr JOINTS 1 Brace at Jt(s):6,12,17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1160/Mechanical,16=853/Mechanical Max Horz 16=342(LC 55) Max Uplift13=370(LC 14),16=-155(LC 10) Max Gray 13=1426(LC 33),16=905(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-738/433,6-18=-840/613,7-18=-765/615,7-19=-790/230,8-19=-681/239, 12-13=-676/218,1-16=-961/267 BOT CHORD 15-16=-384/383,14-15=-359/913,13-14=-235/707 WEBS 2-15=-548/578,8-14=-142/365,7-14=-297/309,8-13=990/264,1-15=-544/1090, 15-17=475/82,7-17=-297/81,4-17=-263/281,4-6=-490/527,3-6=-135/321 NOTES- 1f;h=25ft;Cat.II; nclosed;MVVFRS ) envelope)gablnd:ASCE e end zone and C-C Exterior(2);Vutt=140mph(3-second t)0-8-13 to 3-8-13,Interior(1)D3-8-13 to 15-6-4.2psf; s zone;cantilever left Exp d rriight exposed;end 4��0 G N F'0./ vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��J �N F9 e) 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 17 3)Unbalanced snow loads have been considered for this design. Q 89200PE r 4)Provide adequate drainage to prevent water ponding. 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 wil,:. fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. OREGON 44., 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=370, L. /Mj,�Y ZOT ,�R 1C- 16=155. 1 4 Q. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. A. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EQ?R 1�-�' 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)71 lb down and 55 lb up at 14-7-12,and 405 lb down and 230 lb up at 15-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 121 In theeLOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). June 6,2016 Continued on page t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ipillt 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/TPII Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053826 18661_WESTWOOD-LOT_1-609 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:34 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ysh3BP8f_72m8XaTb9duwogORPk3LC70tEf6sgz8woV LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=64,3-5=-114,6-18=-114,8-18=-64,8-9=-64,9-11=-114,13-16=-20,10-20=-114,12-20=-64 Concentrated Loads(Ib) Vert:12=-335(B)20=-46(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. r Design valid for use only with Mitekm 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/TPli Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053827 18661 WESTWOOD-LOT 1^1310 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:34 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ysh3BP8f 72m8XaTb9duwogMNPieLACOtEf6sgz8woV I 6-10-0 4-11 10-11-3 I 15-8-0 1 6-10-0 6-6-11 3-6-8 4-8-13 4x6 3x4 I I Scale=1:32.7 4.00 12 3x4= 2 ►/ M. 3 ►111 ►/ ►a. 9 10 8 5x6":----- 1 1 'US' V 01.04004041111111111 N N rpp1 ��= YI� 6 5 1.5x4 II 3x8 = 3x6 = I 8-10-0 I 15-8-0 I 6-10-0 8-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25,0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.12 5-6 >999 240 MT20 220/195 (Roof Snow=25,0) Lumber DOL 1.15 BC 0.40 Vert(TL) -0.30 5-6 >619 180 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=20% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-4. WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1:2x4 DF No.1&Btr MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=646/Mechanical,7=646/Mechanical Max Horz 7=218(LC 11) Max Uplift5=-202(LC 11),7=-187(LC 10) Max Gray 5=826(LC 28),7=764(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-681/162,8-9=-608/163,9-10=-605/164,2-10=-602/174,2-3=-577/207, 1-7=-710/225 BOT CHORD 6-7=-294/255,5-6=-247/538 WEBS 2-6=-273/166,3-6=-71/343,3-5=-754/280,1-6=-123/586 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-12,Exterior(2)6-11-12 to 10-11-3 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;Partially Exp.;Ct=1.1 r O P R 0pe, 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. �,.. . ANG(NEFq ��*9 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 - 89200 P E l fit between the bottom chord and any other members. Ali7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=202 :fl • � 7=187. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OREGON Act 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -G 2j 2-°\R �A, /0 �9y 14p. MERRI0L e' EXPIRES: 12/3112 07:17 June 6,2016 1 la— A WARNING-Verity 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 the 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 SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053828 18661_WESTWOOD-LOT_1-611 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:35 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Q2FROI9HIRAdlh9f8t87TONV7p2r4cSY6uPg07z8woU I 6-10-0 I 9-4-11 1 10-11-3 1 15-8-0 I 6-10-0 2-6-11 1-6-8 4-8-13 4.00 12 4x6 3x4 I I Scale=1:33.2 3x4 = 2 ►/ at ►/ �♦ Ifill 11 1,1% , 10 ^�, Y 9 4x6 1 CO c N N N iir aav U: Ilibb g 7 6 1.5x4 3x8= 5x6 = I 6-10-0 I 15-8-0 6-10-0 8-10-0 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 0.85 Vert(LL) -0.12 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.30 6-7 >618 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-5. WEBS 2x4 DF Stud/Std 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) 6=726/Mechanical,8=719/Mechanical Max Horz 8=262(LC 11) Max Uplift6=-264(LC 11),8=-209(LC 10) Max Gray 6=882(LC 28),8=982(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-1039/380,9-10=-948/383,10-11=-906/388,2-11=-853/392,2-12=-922/585, 4-12=-922/585,1-8=-928/344 BOT CHORD 7-8=-310/259,6-7=-295/592 WEBS 2-7=-577/409,4-7=-201/538,4-6=-834/523,1-7=-388/903 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-4-11,Exterior(2)6-11-12 to 10-11-3 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);CategoryIl;Exp B;Partially Exp.;Ct=1.1 ��REO P R OFFS 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. �Co �cNGI SS`r/0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �c? 2 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 gg 200 P E �r" fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=264, � 8=209. -A 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. G OREGON 44, , <O OREGON 14 2-°\ 4 RP- MRRI0- EXPIRES: 12/31/2017 June 6,2016 t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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,notmit 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 B 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/IP11 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053829 18661_WESTWOOD-LOT_1-13HR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:36 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-uEpgb59vVNIUNrkriagM?DvoIDUJpD8hKY8DxZz13woT 1 -3-6-7 I 10-10-0 11r310 15-11-1 1 20-11-1 I 25-11-1 1 98-1-1 1 31-8-5 1 3-6-7 10-10-0 0-5-0 4-8-1 5-0-0 5-0-0 2-2-0 3-7-4 Scale=1:58.9 2.83 12 e • I; 7 o o 3x6% 11 6 o 5 o o •• 4x4;4x4 Z 1a rA 4x4 34 n 4x4 c., 4x4% 4x4% ✓ °' 4x6 \\ ' Lo 2 10 I 10-10-0 I 31-8-5 10-10-0 20-10-5 Plate Offsets(X.Y)-- [2:0-2-8.Edge] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.07 6-7 >920 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.09 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 9 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T2:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)9=Mechanical,2=0-7-6,4=0-4-4. (Ib)- Max Horz 2=192(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,9,6,7,8 except 2=-173(LC 10),4=-145(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,9,4,6,7,8 except 2=307(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=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 Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 31-7-9 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;Partially 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)Refer to girder(s)for truss to truss connections. 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 bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7,8. s PROpz 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,9,6,7,8 except �Gj,`<eN [N k Se,, (jt=lb)2=173,4=145. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,4,6,7,8. �C? wait, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :9200 P E 0,. . • 74. 40, tt,/ <O -1}' 14 2° P4 MER R10- EXPIRES: 12/31/2017 June 6,2016 t r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nu Design valid for use only with MiIekBi connecton.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/IP11 Quality Crfteda,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053830 18661_WESTWOOD-LOT_1^6HR-1 CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:36 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-uEpgb59vWlUNrkriagM?DvoIDUJpD8hKY8DxZz8woT -3-6-7 I 10-10-0 1p-3-0 15-11-1 19-2t6 3-6-7 10-10-0 0-5-0 4-8-1 035 Scale=1:33.0 2.83 12 6 7 " 3x4 r4: d 4x4% 5 t 1 4x4= 3 4 t' 4x4 11 12 A �7 I 4x4 4x4% 10 r M 4x4% A 4x6 \\ 9 ISS we8 10 2 u • s dI 1 O I 10-10-0 10-10-0 Plate Offsets(X.Y)— 12:0-2-8,Edgej LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.15 2-4 >919 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.14 2-4 >946 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 7 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T2:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-7-6,4=0-4-4. (lb)- Max Horz 2=110(LC 10) Max Uplift All uplift 100 lb or less at joint(s)7,6 except 2=-127(LC 10),4=-217(LC 19) Max Gray All reactions 250 lb or less at joint(s)7,6 except 2=290(LC 1),4=363(LC 21) 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 Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 16-1-5 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 pat(flat roof snow);Category II;Exp B;Partially 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,6. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,6 except(jt=1b) 2=127,4=217. <��p P R pFFss 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)7,4,6. NGj 0NGI NES.• /O 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 98 lb up at 2-9-8, 29 58 lb down and 78 lb up at 2-9-8,48 lb down and 54 lb up at 5-7-7,31 lb down and 46 lb up at 5-7-7,148 lb down and 105 lb up at :9200 P E c' 8-5-6,and 135 lb down and 99 lb up at 8-5-6,and 46 lb down and 44 lb up at 14-1-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11119 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i 4111° • Cr - LOAD CASE(S) Standard , OREGON Ix AIV 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 <0A:1}' O 1y 1 4 20" -$ Uniform Loads(plf) r P Vert:1-7=-32 � R R I 0-- Concentrated Loads(Ib) Vert:9=69(F=39,B=30)10=20(F=19,B=1)12=-185(F=-86,B=-99)13=3(F) EXPIRES: 12/31/2017 June 6,2016 t r WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®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 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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053831 18661_WESTWOOD-LOT_1-001 ROOF SPECIAL 1 q J Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:38 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-gdxaOm B92MYCc8uEq?ir5e?7P 1 xnHyY_osdK?Sz8woR I 2-5-8 I 3-11-8 1 7-5-0 701-1i1 12-4-15 I 17-9-0 1 20-2-8 I 2-5-8 1-6-0 3-5-8 0-6-11 45-4 5-4-1 2-5-8 Scale=1:34.7 4x8= 3x4= 3x4 II 4x4-- 4.00 4.00 12 19 20 4 21 22 23 5 M 18�/17 N 16 '0 _ w .. 1 - •• I Il Il II I. �� e— 114 12 11 24 25 26 10 27 28 4x12= 3x8= 6x6= 15 4x8= 4x4=JL24 JL24 3x4= JL24 JL24 8 10x10 % 7 JL24 1.5x4 II 4x4= 2.75 Special JL24 I 2-5-8 1 3-11-8 1 7-5-0 I 12-4-15 1 17-9-0 I 20-2-8 I 2-5-8 1-6-0 3-5-8 4-11-15 5-4-1 2-5-8 Plate Offsets(X.Y)— [1:0-11-8.0-1-61[1:0-4-11.Edge],[3:0-2-12.0-0-8].[12:0-2-0.0-5-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.22 15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.43 15 >563 180 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.14 7 n/a n/a BCLL 0.0 * Code IBC20121TP12007 (Matrix) Weight:303 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr*Except* end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. B4:2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std 6-0-0 oc bracing:1-15,7-8. 2-2-0 oc bracing:1-14 REACTIONS. (lb/size) 7=2566/0-5-8,1=1905/Mechanical Max Horz 1=114(LC 11) Max Uplift7=-740(LC 14),1=-494(LC 10) Max Gray 7=2675(LC 29),1=2175(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-9485/2282,16-17=-9420/2285,17-18=-9402/2287,2-18=-9382/2289, 2-3=-8484/2135,3-19=-6391/1758,19-20=-6404/1760,4-20=-6413/1764,4-21=-2763/784, 21-22=-2763/784,22-23=-2763/784,5-23=-2763/784,5-6=-2562/725,6-7=-2559/765 BOT CHORD 12-14=-1760/6466,11-12=-1971/7460,11-24=-1659/6146,24-25=-1659/6146, 25-26=-1659/6146,10-26=-1659/6146,10-27=1779/6389,27-28=1779/6389, 9-28=-1779/6389,5-9=-760/343,1-14=-2301/8999,13-14=-574/2681 WEBS 3-11=-96/625,3-10=351/645,4-10=-80/358,6-9=-955/3417,4-9=-3845/1038, 2-13=-225/334,11-13=-1227/325,3-13=-465/1984 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: REp P R OFF Top chords connected as follows:2x4-1 row at 0-9-0 oc. s Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Co ANG]N E,Eq so, Webs connected as follows:2x4-1 row at 0-9-0 oc. ?j 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 Q� "91' connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. $9200 P E 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFR (envelope)gable end zone and C-C Exterior(2)-0-1-5 to 2-10-11,Interior(1)2-10-11 to 7-9-2,Exterior(2)7-9-2 to 12-0-0 zone;cantilever../ /� left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber AV DOL=1.60 plate grip DOL=1.60 v0 OREGON ��Q � 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 G 5)Unbalanced snow loads have been considered for this design. /O 4,l:4' 14 ZOO ^}- 6)Provide adequate drainage to prevent water ponding. AesQ' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "LI R R I L- 8)*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. 9)Refer to girder(s)for truss to truss connections. EXPIRES: 12/31/2017 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=494. Continued on page 2 June 6,2016 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. mil. 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/1PI1 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053831 18661_WESTWOOD-LOT_1-CO1 ROOF SPECIAL 1 q J Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:38 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-gdxa0mB92MYCc8uEq?ir5e?7P1xnHyY_osdK?SzSwoR NOTES- 11)Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 3-11-0 oc max.starting at 8-0-12 from the left end to 20-0-12 to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)919 lb down and 374 lb up at 7-9-2,216 lb down and 166 lb up at 10-0-12, 211 lb down and 170 lb up at 12-1-4,216 lb down and 166 lb up at 14-1-12,and 243 lb down and 174 lb up at 16-1-12,and 319 lb down and 244 lb up at 18-1-12 on top chord,and 114 lb down at 17-10-12 on bottom 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=-64,1-15=-20,9-14=-20,7-8=-20,1-14=-20 Concentrated Loads(Ib) Vert:3=-820 7=-57(B)5=-249 9=-57(B)6=-249 19=-149 20=-142 21=-149 22=-173 24=-137(B)25=-139(B)26=-130(B)27=-139(B)28=-134(B) r 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 MTehE connectors.This design a 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 bucking 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/1911 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053832 18661_WESTWOOD-LOT_1-0O2 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:39 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-IpUyE6Copgg2EITQNiD4dsXGhQLVORQ81WNtXuz8woQ 9-11-11 I 2-5-8 I 4-11-8 I 9-4.4 9x10-111 14-3-9 1f-10-1 17-9-0 I 20-2-0 I 2-5-8 2-0-0 4-4-12 0-0-11 4-3-14 0-6-11 2-10-12 2-5-8 0-0-12 Scale=1:35.8 5x8= 4x4 6 4 4.00 12 3 I 20 21 �/ 22 / 23 ' 24 25 4rr 26 3x4 1.5x4 117 19 'IIIIIIIIII27 2 3x4 8 00 la n 3x4% 18 a M 17 e A 1 VP . .: "—E— IIIIIIIIIIrwrr ^ o 0 e - 13 12 11 4x12% 15 5x8= 1.5x4 II 4x4= 3x8 = 10 9 3x4 II 25 12 4x12 11 4x4 I I 1 2-5-8 1 4-11-8 9-4-4 1 14-10-4 117-9-0 1 20-2-8 1 2-5-8 2-6-0 4-4-12 5-6-0 2-10-12 2-5-8 Plate Offsets(X.Y)— [1:0-0-13,Edge],[3:0-2-4.0-1-4].[14:0-5-4.0-2-81.[15:0-2-10.Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.27 13 >888 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(TL) -0.45 12-13 >531 180 TCDL 7.0 Rep Stress lncr YES WB 0.61 Horz(TL) 0.15 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr*Except* end verticals,and 2-0-0 oc purlins(5-2-1 max.):3-5. B4:2x4 DF Stud/Std,B5:2x6 DF 1800F 2.1E,B1:2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. Except: WEBS 2x4 DF Stud/Std 10-0-0 oc bracing:1-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=859/Mechanical,9=872/0-5-8 Max Horz 1=68(LC 14) Max Upliift1=-203(LC 10),9=-226(LC 11) Max Gray 1=1130(LC 33),9=1090(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-3534/810,17-18=-3452/812,2-18=-3417/818,2-19=-3461/859,3-19=-3389/870, 3-20=-1591/567,20-21=-1593/567,21-22=-1593/567,22-23=-1596/567,23-24=-1598/566, 5-24=-1600/566,5-25=-1646/510,25-26=-1664/508,7-26=-1710/504,7-27=-1171/332, 8-27=-1234/329,8-9=-1037/297 BOT CHORD 13-15=-794/3177,12-13=-808/3254,11-12=-515/1943,10-11=-329/1175,7-10=-601/194, 1-15=-776/3265 WEBS 3-12=0/338,3-11=-433/132,7-11=-156/567,2-14=-437/201,12-14=-1288/340, 3-14=-330/1374,8-10=-329/1228 Q`ED P R OFF S 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 ��\� NG[NEF,9 v/ 1) (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 9-11-11,Exterior(2)9-7-13 to 18-5-12,Interior(1) 18-5-12 to 20-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS Gz- :9200 P E c 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. /�. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9 OREGON Li 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 G 4tx .t fit between the bottom chord and any other members. /Q -'I)' 14 `1°.‘�Q A" 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=203. ER R I L\- 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 11)Graphical purlirt representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. June 6,2016 Continued on page 2 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MT. 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 Qualify Crtleda,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053832 18661_WESTWOOD-LOT_1-CO2 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:39 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-IpUyE6Copgg2EITQNiD4dsXGhQLvORQ81WNtXuzBwoQ f AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/IEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekr connectors.The 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/TP11 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053833 18661 WESTWOOD-LOT 1-0O3 California 1 1 / Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:41 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ECcjfoD2KHwmTcdpV7FYiHdZ?EzkUI7QUgs_cmzt3wo0 9-11-11 2-5-8 I 4-11-8 9-4-4 91-101 14-3-9 114-101 17-9-0 I 20-2-9 I 2-5-8 2-6-0 4-4-12 -6-11 4-3-14 11 2-10-12 2-5-8 0-0-12 Scale=1:35.6 4 6 8x12 4x6 4.00 12 3 1: 1 Special ill 8 19 23 5~ 24 25 3x4 7 1.5x4 II 26 27 3x8 4x4 2 t 8 0 _l_ 13 12 11 o 8x8= 1.5x4 II 4x4 = 4x8= 10 4x12 15 9 3x4 I I5x8 II 4x6 I 2.75 12 I 2-5-8 I 4-11-8 I 9-4-4 I14-10-4 I17-9-0 I 20-2-8 I 2-5-8 2-6-0 4-4-12 5-6-0 2-10-12 2-5-8 Plate Offsets(X.Y)- [1:0-0-13,Edge].[1:0-0-1.0-0-4],,[1:3-7-2,0-2-3].[10:0-5-4,0-2-0].[14:0-5-4.0-2-8].[15:0-1-7.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.39 12-13 >623 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(TL) -0.58 12-13 >413 180 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.19 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr`Except* end verticals,and 2-0-0 oc purlins(3-1-2 max.):3-5. 134:2x4 DF Stud/Std,B5:2x6 DF 1800E 2.1 E,B1:2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. Except: WEBS 2x4 DF Stud/Std 9-10-0 oc bracing:1-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1005/Mechanical,9=1090/0-5-8 Max Horz 1=81(LC 55) Max Uplift 1=-279(LC 10),9=-277(LC 11) Max Gray 1=1444(LC 32),9=1564(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-4748/1180,2-17=-4666/1185,2-18=-4615/1212,18-19=-4556/1214, 3-19=4498/1220,3-20=-2694/1191,20-21=-2701/1191,21-22=-2703/1188, 22-23=-2703/1188,5-23=-2715/1188,5-24=-2725/989,24-25=-2782/984,7-25=-2798/982, 7-26=-1746/531,26-27=-1746/530,8-27=-1794/529,8-9=-1507/482 BOT CHORD 13-15=-1086/4294,12-13=-1099/4379,11-12=-852/3128,10-11=-477/1674, 7-10=-872/271,1-15=-1033/4400 WEBS 3-12=0/342,3-11=-554/263,5-11=-241/393,7-11=-560/1164,2-14=-314/192, 12-14=-1226/329,3-14=-317/1319,8-10=-505/1775 �Rtip P R OFFS NOTES- INE uj 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 ��5 v-4— ct F,9 02 (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 11-11-11,Exterior(2)9-7-13 to 16-5-12,Interior(1) 16-5-12 to 20-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS Q� 89200 P E 9l 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 4IPP, .• � • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON 44k//6)* // 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 74.O q ,,Dr fit between the bottom chord and any other members. ‹ Y 1,1 2 -A- 7) 7)Refer to girder(s)for truss to truss connections. /LJ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=279. FR R I L� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9.This connection is for uplift only and RIO- does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 11)Graphicalurli0,representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 6,2016 Continued on page 4 I a.a. 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 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/T211 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053833 18661_WESTWOOD-LOT_1-0O3 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:41 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ECcjfoD2KHwmTcdpV7FYiHdZ?EzkUl7QUgs_cmz8wo0 NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)284 lb down and 110 lb up at 11-10-15,and 85 lb down and 70 lb up at 12-1-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 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 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert:1-3=-64,3-4=-64,3-21=-64,21-22=-14,5-22=-64,5-6=-64,5-8=-64,10-15=-20,9-10=-20,1-15=-20 Concentrated Loads(Ib) Vert:21=-124(B=-85) r 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 verity 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053834 18661_WESTWOOD-LOT_1-004 California 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:42 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-j0A5s8Eg5b2d5mC?3rmnFU9gyeMoDr2ajUbX8Dz8woN 9-11-11 I 2-5-8 I 4-11-8 9-4-4 910-1 14-3-9 111-10-4 17-9-0 I 20-2-8 I 2-5-8 2-6-0 4-4-12 0-8-11 4-3-14 0-6-11 2-10-12 2-5-8 0-0-12 Scale=1:35.6 3x4= 4 4x8= /i 4x4 4.0012 19 18 3 = 5114 ~41 20 3x4 C 1.5x4 II 17 6 21 3x4 v 3x4% 7 2 . Y_ o em VII1 S Eies i -E 0' 6 r m m1 !M� d O 12 11 10 4x12; 5x8= 1.5x4 I I 4x4= 3x8= 14 9 8 3x4 I I 2.75 12 4x12 I I 4x4 I I I 2-5-8 I 4-11-8 I 9-4-4 I 14-10-4 I 17-9-0 I 20-2-8 I 2-5-8 2-6-0 4-4-12 5-6-0 2-10-12 2-5-8 Plate Offsets(X,Y)- [1:0-0-13.Edge].[3:0-2-12.0-0-8],[4:0-2-0.Edge].]13:0-5-4.0-2-8].[14:0-3-6.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.17 12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -0.35 11-12 >685 180 TCDL 7.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.11 8 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:116 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except BOT CHORD 2x4 DF No.1&Btr*Except* end verticals. B4:2x4 DF Stud/Std,B5,B1:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. Except: WEBS 2x4 DF Stud/Std 10-0-0 oc bracing:1-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=840/Mechanical,8=840/0-5-8 Max Horz 1=86(LC 14) Max Uplift1=-215(LC 10),8=-190(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-2660/665,2-16=-2609/673,2-17=-2603/722,17-18=-2563/727,3-18=-2520/733, 3-5=1106/265,5-19=-1321/336,19-20=-1340/332,6-20=1370/329,6-21=-929/239, 7-21=-955/236,7-8=-795/220 BOT CHORD 12-14=-668/2409,11-12=-685/2461,10-11=-371/1566,9-10=-244/912,6-9=-459/149, 1-14=-664/2463 WEBS 3-11=0/304,3-10=-480/166,6-10=-76/434,2-13=-267/193,11-13=-899/334, 3-13=-330/955,7-9=-236/955 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 c O PRO/t . (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 12-1-4,Exterior(2)12-1-4 to 15-1-4 zone; �N:.7 G[NE ,u- cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; �G3 N Lumber DOL=1.60 plate grip DOL=1.60 9 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Q 89200 P E r 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. / ; 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 fit between the bottom chord and any other members. OREGON Q� 7)Refer to girder(s)for truss to truss connections. 74. 27, 1R A. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=215. 'Q Y 14 20 Q} 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8.This connection is for uplift only and �f IER R '-\- does not consider lateral forces. M 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)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 June 6,2016 f r MOM 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 Mt 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053835 18661_WESTWOOD-LOT_1-005 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:42 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_onj0A5s8Eg5b2d5mC?3rmnFU9hiePKDlgajUbX8Dz8woN I 2-5-8 I 6-3-6 I 10-3-0 16-9-111 15-1-14 17-9-0 1 20-2-8 I 2-5-8 3-9-14 3-11-10 11 4-4-3 2-7-2 2-5-8 4x4% Scale=1:36.8 3x4 = 3x4 I 4.00 12 0 x 7 '14 4 16 In o 3x4 2 13 C. m 12 uSo 4x6 m 1 4 r0i r - l e l ❑ _ 10 9 8 o y Io 11 3x8= 7 4x12 I I 6 4x4 I I 3x4 4x12 I I 1-11-8 2 5 9 10-3-0 I 17-9-0 1 20-2-8 I 1-11-8 0-6-d 7-9-8 7-6-0 2-5-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LAIPLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.19 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.51 6-8 >469 180 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except BOT CHORD 2x6 DF 1800E 2.1E*Except* end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-5. B2:2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=837/Mechanical,11=837/0-5-8 Max Horz 11=213(LC 11) Max Upliift6=-252(LC 10),11=-235(LC 10) Max Gray 6=1021(LC 28),11=1043(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1177/212,12-13=-1081/212,2-13=-999/221,2-3=-1206/341,3-14=-1077/344, 4-14=-1077/344,1-11=-1162/236 BOT CHORD 10-11=-299/260,9-10=-509/1379,8-9=-518/1456,7-8=-310/859,6-7=313/852 WEBS 4-8=-80/593,4-6=-1096/353,2-8=-469/213,2-10=-525/230,1-10=-128/1026 NOTES- 1)Wind:ASCE 7-10;Vuft=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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-4-12,Exterior(2)10-4-12 to 14-7-11 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;Partially Exp.;Ct=1.1 R�p p R()Fess 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. c,,,-<(' NG I N EFR /� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �/-_,•,..-" ?j 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 89.G4 200 P E 9r fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. r /�� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=252. . i 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)11.This connection is for uplift only Q Cr • °�r.. and does not consider lateral forces. -yG OREGON �4. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. tx 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. // '9Y 14 20\ Q+ ' ! R 1 t_\- EXPIRES: 12/31/2017 June 6,2016 I 1 IIIIMM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. In 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053836 18661 WESTWOOD-LOT 1-006 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:43 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-BbkT3U FIsuAUjvnBcYlOoi ix321 KyAajx8L5hfz6woM I 5-10-9 I 10-11-6 I 16-4-4 1q-10-15 20-5-8 I 5-10-9 5-0-13 5-4-14 d-6-11 3-6-9 4x8 \\ Scale=1:36.8 1.5x4 II Ol 13 5 12 �B 4.00 12 3x4% 11 3 0 0 1.5x4 °S , , yr 2 e. 10 1 LI bb ❑ O, df. y g 7 6 4x4 = 3x4= 4x4= 3x4= 3x4= I 8-4-15 I16-4-4 I 20-5-8 I 8-4-15 7-11-5 4-1-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.11 1-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.28 1-9 >874 180 TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.05 6 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:98 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 8-7-14 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=843/0-5-8,6=843/Mechanical Max Horz 1=263(LC 11) Max Upliftl=-230(LC 10),6=-260(LC 10) Max Gray 1=1197(LC 29),6=972(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2751/552,2-10=-2668/560,2-3=-2223/425,3-11=-796/188,11-12=-705/194, 4-12=-673/200 BOT CHORD 1-9=-594/2536,8-9=422/1650,7-8=-422/1650,6-7=-218/653 WEBS 2-9=-623/259,3-9=-55/670,3-7=-1181/319,4-7=109/791,4-6=-1124/271 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)0-2-12 to 3-2-12,Interior(1)3-2-12 to 16-6-0,Exterior(2)16-6-0 to 20-3-12 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber SCE 7-10;plate grip DOL=1.60 ��a .O P R Ork-n 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �,\0,-<("\- .,x.,‘GI 15.1 /, 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '37 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 Cc 89200 P E ft between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. �j/� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=260. — 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only a • i' does not consider lateral forces. OREGON 1, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �L� �q O\t* .t 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q Y 14 2 O 4 MFRRI0- EXPIRES: 12/31/2017 June 6,2016 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. M. Design valid for use only with MTek®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 Crlterta,DSB-89 and BCSI Building Component 250 Klug Circle Safety Informaiton available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply VVESTWOOD HOMES-LOT 19 VIEW CREST K2053837 18661_WESTWOOD-LOT_1-007 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:44 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-fnlrHgGwdCILL3LOAGpFKvF71R5ThertAo4eD5z8woL I 5-10-9 10-11-6 16-4-4 1 18-10-15 1 20-5-8 1 5-10-9 5-0-13 5-4-14 2-6-11 1-6-9 4.00 12 5x8 \\ 5 Scale=1:36.8 143x4 II 4� MI 6 13 n "y 5x6 3 1.5x4 -7.4iy Ilk�► ab 12 11 � T 1 0-, IIWJ o �/ 10 9 8 3x6= 3x4= 4x4= 7 3x4= 6x6= I 8-4-15 I 16-4-4 I 20-5-8 I 8-4-15 7-11-5 4-1-4 Plate Offsets(X.Y)- 13:0-3-0.0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.12 10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.28 1-10 >876 180 TCDL 7.0 C Rep Stress Incr YES WB 0.85 Horz(TL) 0.06 7 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=978/Mechanical,1=864/0-5-8 Max Horz 1=306(LC 11) Max Uplift7=-334(LC 10),1=-229(LC 10) Max Gray 7=1366(LC 29),1=1182(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-2880/548,11-12=-2833/549,2-12=-2816/558,2-3=-2377/419,3-13=-1011/230, 4-13=-861/234 BOT CHORD 1-10=-629/2672,9-10=-411/1805,8-9=-411/1805,7-8=-252/874 WEBS 2-10=-614/264,3-10=-58/658,3-8=-1097/297,4-8=-95/737,4-7=-1495/525 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)0-2-12 to 3-2-12,Interior(1)3-2-12 to 18-10-15,Exterior(2)16-6-0 to 20-3-12 zone; P cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Q R Lumber DOL=1.60 plate grip DOL=1.60 ��E F.tS's 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �5 NG�NEF9› ° 3) 3)Unbalanced snow loads have been considered for this design. QC.? •fi9 4)Provide adequate drainage to prevent water ponding. 89200P E r- 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. 7)Refer to girder(s)for truss to truss connections. �� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=334. + 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and �G OREGON Dr A, does not consider lateral forces. /Q�,q Y 14 2-°1 P-�- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Qj 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MER RIO- EXPIRES: IL`EXPIRES: 12/31/2017 June 6,2016 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI= Design valid for use only with MTekd 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 bucking 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/1PIt Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST • K2053838 18661_WESTWOOD-LOT_1-008 MONO TRUSS 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:44 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-fnlrHgGwdCILL3LOAGpFKvF4sR3ahm8tAo4eD5z8woL i -2-6-0 i 7-45 1 13-10-15 1 20-5-8 1 2-6-0 7-4-5 6-6-9 6-6-9 4.00 12 Scale=1:44.0 5 6 12 5x8% 4 11 — I� N 1.5x4'\ 3Ahhhhh... 2 11 n r [7 4x48 7 3x4= 3x4 = 4x4= I 10-7-10 I20-5-8 I 10-7-10 9-9-14 Plate Offsets(X.Y)— 14:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.22 2-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.56 2-10 >429 180 TCDL 7.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.04 8 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:93 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=849/0-5-8,2=1025/0-5-8 Max Horz 2=352(LC 11) Max Uplift8=-270(LC 14),2=-369(LC 10) Max Gray 8=1060(LC 21),2=1069(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1855/457,3-11=-1432/280,4-11=-1308/289,5-8=-293/141 BOT CHORD 2-10=-525/1685,9-10=-292/951,8-9=-292/951 WEBS 3-10=-494/319,4-10=-62/653,4-8=-1147/374 NOTES- 1)Wind:ASCE 7-10;Vuft=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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 20-5-8 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;Partially Exp.;Ct=1.1 S��Ep P R OFEsd' 3)Unbalanced snow loads have been considered for this design. �� GI NE 9 /2 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs jJ F non-concurrent with other live loads. "9 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. gg200 P E 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. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8 and 2.This connection is for uplift /� .- only and does not consider lateral forces. -i er CC 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -� OREGON L(/ GAO�'9Y 14 2-C)\ �,4�. MFR R 10- EXPIRES: 12/31/2017 June 6,2016 1 I mll-- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7eks 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/Nil Quality Criteria,DSB-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 Oty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053839 I8661_WESTWOOD-LOT_1-CO8A Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:45 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-7zsDUAGYO WQ C yDwalaKUt7n IxrP LQ3i0P SgCIYz8woK 20-5-8 1 -2-6-0 1 7-4-5 1 13-10-15 I 19-5-0 19111-10 1 2-6-0 7-4-5 6-6-10 5-6-1 0-6-11 0-5-13 Scale=1:47.1 4.00 r 5x8= 3x4 II 5.6 Pill= 5x8% �I 12 4 is 1.5x4 Q v n1 3 rd 44 11 N 2 iir0- EI 01 B Y 10 9 4x4= 8 7 3x4= 3x4 = 4x4= 3x4 = I 10-7-10 I 19-5-0 10-5.8 I 10-7-10 8-9-6 1-0-8 Plate Offsets(XY)-- [4:0-4-0.0-3-4].[5:0-4-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.24 2-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.61 2-10 >393 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-6. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 8-11-9 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=832/Mechanical,2=1030/0-5-8 Max Horz 2=329(LC 11) Max Uplift7=-253(LC 14),2=-373(LC 10) Max Gray 7=1164(LC 29),2=1307(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-2515/455,3-11=-2436/473,3-4=-1860/303,4-12=-293/114 BOT CHORD 2-10=-532/2300,9-10=-306/1193,8-9=-306/1193 WEBS 3-10=-782/320,4-10=-70/823,4-8=-1340/358,5-8=-162/945,5-7=-1264/317 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 19-9-2,Exterior(2)19-9-2 to 20-3-12 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 3)Unbalanced2)TCLL: Esnow loads ha a bf=25.0 psfeen considered for this deat roof snow);Category signxp B;Partially Exp.;Ct=1.1 N5.`C,ND' 4- �,/O 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �� '* non-concurrent with other live loads. 89200PE 17 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 ,./ /e fit between the bottom chord and any other members. + Q 8)Refer to girder(s)for truss to truss connections. -7OREGON !44,/9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb upliftat joint(s)except(jt=lb)7=253. L. R / 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only Q Y 14 2-(3P-�- and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. MFR F3 1 LL 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 June 6,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111. 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/TP11 QualIty Cdteda,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053840 18661_WEST WOOD-LOT_1^CCG JACK-CLOSED 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:46 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-bAPciVHB9pY3aNVmIgSIPKKU3Fmd9YBAe6ZIH_z8woJ i -3-6-7 I 3-44 I 7-3-4 I 11-2-4 I14-1-10 I16-11-8 16-10-14 3-6-7 3-4-4 3-11-0 3-11-0 2-11-6 2-9-12 0-0-8 Scale=1:35.5 2.83 FIT 7 3x4- I� 6 d 6x6= 5 4 0 1.5x4 II 12 - m 3 ' co .71 - Y M 10 4x8= • “' 112 °° __ 9 8 Io 4x8= 7x16% 6x6= 3x8 I I I 3-44 I 7-3-4 I 11-2-4 I 3-4-4 3-11-0 3-11-0 Plate Offsets(X,Y)- [2:0-7-2.0-1-2].[4:0-2-8.0-2-12].[10:0-8-6.0-2-0].[10:0-7-11.0-5-5] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) 0.14 9-10 >924 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.26 9-10 >491 180 TCDL 7.0 Rep Stress Incr NO WB 0.80 Horz(TL) -0.02 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:64 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins. BOT CHORD 2x8 DF SS*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x6 DF 2400F 2.0E WEBS 2x4 DF Stud/Std REACTIONS. All bearings 0-2-2 except(jt=length)7=0-1-15,2=0-7-6. (Ib)- Max Horz 2=116(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,6 except 2=-291(LC 10),4=-376(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,6 except 2=582(LC 21),4=980(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-10=-1837/659,3-12=-1828/662,4-12=-1828/662 BOT CHORD 9-10=-667/1750 WEBS 4-8=160/417,4-9=-781/2019 NOTES- 1)Wind:ASCE 7-10;Vuft=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 Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 16-10-15 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��ED P R OF�c non-concurrent with other live loads. ss 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Co 1JG(N 4- /0 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 �� ?j fit between the bottom chord and any other members. :9200 P v� 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,4,6. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7,2,4,and 6.This connection is for 41..' uplift only and does not consider lateral forces. iP /4111111111 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)7,4,6. : - 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -9G OREGON �Cr 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. p .1,` 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /Q 11/' 14 ZQ\ P} LOAD CASE(S) Standard MFR A 1._\- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 1 mow A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with M7ek0 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053840 18661_WESTWOOD-LOT_1-CCG JACK-CLOSED 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 8 Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:46 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-bAPciVHB9pY3aNVm IgrjPKKU3Fmd9YBAe6ZIH_zBwoJ LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-11=-32,4-7=-32 Trapezoidal Loads(plf) Vert:2=-7(F=2,B=2)-to-8=-235(F=-112,B=-112) t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. mil 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/TPIl Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053841 18661_WESTWOOD-LOT_1-CG ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:47 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-3Mz_vrlpw7gwCX4zrOMyyYsZHf0JuyGJsmJIgQzBwol I 5-3-1 I9-2-5 I 13-1-10 I 17-2-0 17-11-111 20-5-8 i 5-3-1 3-11-5 3-11-5 4-0-6 0-111 2-5-13 8x8= Scale=1:41.2 3x4 II 14 w 5x8% \\ r 4.00 12 4 14 8x8 3 01 d • . 3x4 1/` m 2 1 13 4''• W Y PM Y ON 40 ,dildiali....61111111116 WI 15 1612 17 11 10 9 8 4x8= 7 3x6 II 10x10= 3x6 II 10x10= 4x6= 6x8= HUS26 Special I 5-3-1 1 7-10-0 1 9-2-5 1 13-1-10 I 17-2-0 I 20-5-8 I 5-3-1 2-6-15 1-4-5 3-11-5 4-0-6 3-3-8 Plate Offsets(X,V)-- 11:0-2-3,Edael.(1:1-5-0,0-4-101.13:0-2-14,Edael.(5:0-3-14.0-2-61.19:0-5-0.0-5-41.111:0-5-0.0-6-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.26 11-12 >929 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -0.43 11-12 >566 180 TCDL 7.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.07 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:276 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except T2:2x6 DF 1800F 2.1E end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-6. BOT CHORD 2x6 DF 1800F 2.1E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B1:2x8 DF SS WEBS 2x4 DF Stud/Std*Except* W3:2x4 DF No.1&Btr REACTIONS. (lb/size) 1=6143/0-5-8,7=3310/Mechanical Max Horz 1=271(LC 41) Max Uplift)=-1495(LC 6),7=-862(LC 6) Max Gray 1=6489(LC 25),7=3488(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-16982/3954,2-13=-16981/3967,2-3=-14926/3538,3-4=-5906/1399, 4-14=-2096/532,5-14=-1991/537 BOT CHORD 1-15=-3846/16094,15-16=-3846/16094,12-16=-3846/16094,12-17=-3846/16094, 11-17=-3846/16094,10-11=-2674/11268,9-10=-2674/11269,8-9=-1243/5397, 7-8=-451/1849 WEBS 2-12=-278/1425,2-11=-2336/572,3-10=-146/795,3-9=-7263/1773,4-9=-1028/4520, 4-8=5061/1232,5-8=-857/3729,5-7=-3868/936,3-11=-1640/6774 NOTES- X90 P R OFF 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: 0 Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc. C ANG 1 N EFi9 s�0 Bottom chords connected as follows:2x8-3 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-9-0 oc. �,-..\. i9 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 89200 P E connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)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_, +50": (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.• -- .- 414PP : 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 or OREGON W 5)Unbalanced snow loads have been considered for this design. 1G "�A� ,`R A. 6)Provide adequate drainage to prevent water ponding. /O ' 14 2O Q} 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A I '9� 8)*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 MFR R I O- fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=862. EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 f t MUM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. pa 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST 18661_WESTWOOD-LOT_1-CG ROOF SPECIAL GIRDER 1 ` Job Reference(optional) K2053841 Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:47 2016 Page 2 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-3Mz_vrI pw7gwCX4zrOMyyYsZHfoJ uyGJsm J IgQzawol NOTES- 11)Two HHCP2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent at 6-3-4 from the left end to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1047 lb down and 211 lb up at 2-3-4,and 717 lb down and 199 lb up at 4-3-4,and 5272 lb down and 1285 lb up at 7-10-0 on bottom 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:1-5=-64,5-6=-64,1-7=-20 Concentrated Loads(Ib) Vert:11=-5272(B)15=-1047 16=-717 17=-731(B) 1 r 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 MitekE 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 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053842 18661_WESTWOOD-LOT_1-CJ 1 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:47 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-3Mz_vrIpw7gwCX4zrOM)1YsiefEXuBsJsmJIgQz8wol I -2-6-0 I 1-11-11 I 2-6-0 1-11-11 / Scale=1:9.6 3 \\\1' 4.00 12 5 /s/\ ro 2 o d 7S)( d 4 1 44110 3x4= I 1-11-11 1-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-47/Mechanical,2=352/0-5-8,4=19/Mechanical Max Horz 2=79(LC 10) Max Uplift3=-95(LC 20),2=-245(LC 10) Max Gray 3=57(LC 10),2=355(LC 21),4=38(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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. Q`E'D4PR R OFF, 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. .Co ANG I N E Eq wQ 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift � 2'9 only and does not consider lateral forces. Q 89200 P E - 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. AliP4gilifOr'' .-- • 174. 4OREGON�� Cf/ /O l9 y 14 2-° P-i- ' RRi0- EXPIRES: 12/31/2017 June 6,2016 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 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 properly 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 SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053843 18661_WESTWOOD-LOT_1-CJ1A Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:48 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-XYXM7BJRhRonphf9P5tBVIPxT3amde6S5Q2sMsz8woH I 1-11-11 1-11-11 Scale=1:7.9 4.00 12 2 1 FS O r o /`/K m 3 / 0 3x4= I 1-11-11 1-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate GripDOL 1.15 TC 0.04 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 1=80/0-5-8,2=61/Mechanical,3=19/Mechanical Max Horz 1=31(LC 10) Max Upliftl=-18(LC 10),2=-40(LC 10) Max Gray 1=80(LC 1),2=61(LC 1),3=38(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;Partially 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.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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ��Q P R:PFE 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift �'9 only and does not consider lateral forces. \Cj� NG I N 9 — "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �C9 Q 89200PE ter' •yG 4,,OREt.GON �44/� <O 9y142a1Q-," MERR10- EXPIRES: 12/31/2017 June 6,2016 1 r .. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. lilt 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 s 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Informalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053844 18661_WESTWOOD-LOT_1-CJ2 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:57:48 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-XYXM7BJRhRonphf9P5tBVIPtI3Xnde6S5Q2sMsz8woH I -2-6-0 I 2-5-8 I 3-11-11 2-6-0 2-5-8 1-6-3 Scale=1:13.3 4 4.00 12 N 8 o 2 _ _ ii\ rA 3 7 1„5 = ao I 65 0 _ 6 1 1.5x4 II 3x4 = I 2-5r8 I 3-11-11 I 2-5-8 1-6-3 Plate Offsets(X.Y)- [2:0-1-6.Edge].[3:0-0-0.0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.02 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.02 6 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=58/Mechanical,2=394/0-5-8,5=32/Mechanical Max Horz 2=108(LC 10) Max Upfft4=-27(LC 14),2=-231(LC 10) Max Gray 4=71(LC 21),2=404(LC 21),5=51(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu@=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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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 �9,EO P R OFFS fit between the bottom chord and anyother members. 7)Refer to girder(s)for truss to truss connections. ��\�� ANG]N�F9 X029 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 2.This connection is for uplift Q 89200 PE r only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9G �OREGON�� [(� '0 4 Y 14 2° P-}- MFR R11.-\-- � EXPIRES: 12/31/2017 June 6,2016 f ry A WARNING-Verity 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 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/TPIl Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053845 18661_WESTWOOD-LOT_1-CJ2A Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:49 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-?15kKXJ3SkweRgELzpOQlzy2WSu8M5McK4oPuJzawoG I 2-5-8 I 3-11-11 I 2-5-8 1-6-3 6 Scale=1:11.3 3 4.00 12 'l, N .111-1 r _,ii....1 ._ Oi 1 r,....riodmimid _ 3x4= 5 1.5x4 II I 2-5-8 I 3-11-11 I 2-5-8 1-6-3 Plate Offsets(X.Y)- [1:0-1-6.Edge..[2:0-2-12.0-2-0] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(TL) -0.04 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=162/Mechanical,3=93/Mechanical,4=68/Mechanical Max Horz 1=60(LC 10) Max Upliftl=-37(LC 10),3=-44(LC 10),4=-13(LC 10) Max Gray 1=162(LC 20),3=97(LC 20),4=69(LC 20) 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)0-0-12 to 3-0-12,Interior(1)3-0-12 to 3-10-15 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;Partially 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.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. 6)Refer to girder(s)for truss to truss connections. s1/40Q P R OFF 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. tS' 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 4.This connection is for uplift �GJ� ANG[NEF9 s/0 only and does not consider lateral forces. ,� 2 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 PE �r--- •"r 'ilia ' . 7 OREGON �lv� /O 9Y 14 2.0\ Q'�' 4R 11-\- EXPIRES: 12/31/2017 June 6,2016 1 1 -,r. 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 1111. 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 bucking 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/T911 Quality Criteria,DSB-89 and SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053846 18661_WESTWOOD-LOT_1-CJ3 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:49 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-?15kKXJ3SkweRgELzpOQ1zy00StdM5McK4oPuJz8woG I -2-6-0 1 2-5-8 1 5-11-11 I 2-6-0 2-5-8 3-6-3 Scale=1:17.1 4 AA i; :; 4.00 12 us d in r5 0 n 7 ' 2 r �� 5 Id ►, 6 1 „ 1.5x4 II 3x4 - 1 2-5-8 I5-11-11 I 2-5-8 3-6-3 Plate Offsets(X.Y)-- [2:0-1-10.Edge].[3:0-3-8.0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.05 3-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.10 3-5 >658 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=127/Mechanical,2=455/0-5-8,5=70/Mechanical Max Horz 2=138(LC 10) Max Uplift4=-67(LC 14),2=-231(LC 10) Max Gray 4=156(LC 21),2=473(LC 21),5=91(LC 5) 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)gable end zone and C-C Exterior(2)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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 ��EQ P R DFFs fit between the bottom chord and any other members. '` rS 7)Refer to girder(s)for truss to truss connections. �� ANG I N EF9 <7 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. ,V' �/9 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and Q 89200PE c does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `�i SC �L ,�OREGON � tel, 'O gy14201P+ MFRRIL\- EXPIRES: 12/31/2017 June 6,2016 I I A WARNING-Verily 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 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 Mire k' 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053847 18661_WESTWOOD-LOT_1-CJ3A Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:50 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Uxf6YtKhD23V3_pXXWwfaAU9xs13B5YcIYkXyQlzBwoF I 2-5-8 I 5-11-11 2-5-8 3-6-3 Scale=1:14.6 3 S Y 4.00 1712- 8 7 9 O N ri O 6 ' 1 Ilirral...1.11.1= i' 4 l'';',. 3x4 = 5 1.5x4 II I 2-5-8 I 5-11-11 I 2-5-8 3-6-3 Plate Offsets(X.Y)— [1:0-1-6.Edge].[2:0-3-4.0-2-8] LTCLL OADING(psf) 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 0.49 Vert(LL) -0.09 2-4 >793 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.17 2-4 >407 180 BOLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=246/Mechanical,3=151/Mechanical,4=95/Mechanical Max Horz 1=90(LC 10) Max Uplift1=-56(LC 10),3=-79(LC 10),4=-8(LC 10) Max Gray 1=250(LC 20),3=166(LC 20),4=98(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)0-0-12 to 3-0-12,Interior(1)3-0-12 to 5-10-15 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;Partially 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)Refer to girder(s)for truss to truss connections. P R 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. <(' 8) OFFS 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �\Co �NGI NEF. sib 2 Q :9200P �r- j�O. . 7.4.. , OREGON ox A, <0 All)' 14 V\ P4 MFR R 11-x- 0 EXPIRES: 12/31/2017 June 6,2016 1 r r..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111. Design valid for use only with Wok®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 SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST . K2053848 18661 WESTWOOD-LOT 1-CJ4 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:57:50 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-Uxf6YtKhD23V3_pXXWwfeAU7 V s8v5YsIYkXyQlz8woF I -2-6-0 I1-7-10 1 2-5-8 1 5-1-0 I 7-11-11 81-0 2-6-0 1-7-10 0-9-14 2-7-8 2-10-11 0-i5 Scale=1:20.6 5 f, 1.5x4 II 4.00 12 4 M 9 N �h Ia 2 w - 9 0 ;, 1.5x4 II 8 1 3x4 II 3x4 = I 2-5-8 5-1-0 I 7-11-11 81-0 2-5-8 2-7-8 2-10-11 01-5 Plate Offsets(X.Y)-- 13:0-0-0.0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.21 3-7 >437 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.42 3-7 >218 180 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.13 6 n/a n/a BCLL 0.0 BCDL 10.0 " Code IBC2012/TP12007 (Matrix) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr"Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=154/Mechanical,2=529/0-5-8,6=138/Mechanical Max Horz 2=168(LC 10) Max Uplift5=-73(LC 14),2=-241(LC 10),6=-25(LC 14) Max Gray 5=191(LC 21),2=550(LC 21),6=157(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 7-10-15 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;Partially 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 20.0 psf or 1.00 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 (Gs P R OFFS fit between the bottom chord and anyother members. el !_` 7)Refer to girder(s)for truss to truss connections. �\� `GI EF19 /°I,. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6. -17 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 89200 P E C does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /+./ -4111°.•4r 0 G ,�OREGON � �lV� <0 qY \ 14 2° 4 MRRIl- - 6p EXPIRES: 12/31!2017 June 6,2016 / I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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/TPIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply VVESTWOOD HOMES-LOT 19 VIEW CREST K2053849 18661_WESTWOOD-LOT_1-CJ5 Jack-Partial 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:50 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Uxf6YtKhD23V3_pXXWwfaAU8ps8o5Y_IYkXyQlzBwoF 1 -2-6-0 1 1-7-10 1 2-5-8 1 5-1-0 1 8-0-0 9-11-4 9-11r11 2-6-0 1-7-10 0-9-14 2-7-8 2-11-0 1-11-4 0-0-7 Scale=1:24.9 6 , I2 d 5 4.00 12 Ii 1.5x4 10 N 4 m N I, rc n ro m � rS ddaliglldil e lie kmip 2 B T L 8 IA d / 1.5x4 II 1 ,, 9 3x4 = 1.5x4 11 1 2-5-8 1 5-1-0 1 8-0-0 6112 2-5-8 2-7-8 2-11-0 0-0-12 Plate Offsets(X.Y)- [3:0-0-0.0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.21 3-8 >450 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.43 3-8 >216 180 TCDL 7.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.13 7 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=0-1-8. (Ib)- Max Horz 2=197(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 2=-232(LC 10), 5=-113(LC 14) Max Gray All reactions 250 lb or less at joint(s)6,7 except 2=544(LC 21),5=271(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-10-15 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. �E3 PR°FF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sel 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 CJ� ANG 1 N EF9 Wo fit between the bottom chord and any other members. � /lj� 7)Refer to girder(s)for truss to truss connections. 4c- :9200P r' 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7. /� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 5.This connection is for uplift .44111111P1 only and does not consider lateral forces. 1[M . 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. ti SC 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -G 21 -}- OREGON �� t. /O ' 14 2.° P MlFR R ILA- EXPIRES: 12/31/2017 June 6,2016 1 1 -e. 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 MiTeks&connectors.This design k 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 k 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053850 18661 WESTW00D-LOT_1-CJ6 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:51 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9 on-y7DVIDLJ_MBLg80k4ERu601J1GUiq?EvnOHWzBz8woE i -2-6-0 1 1-7-10 12-5-8 1 5-1-0 I 8-0-0 i 10-0-12 I 11-11-4 12-1-3 2-6-0 1-7-10 0-9-14 2-7-8 2-11-0 2-0-12 1-10-8 0-0-15 Scale=1:28.9 7 4 I 6 4.0012 5 i(�( 12 �f ao 1.5x4 II • d • if as 05 4 P M LII ll 4 � 2 17- ao I� 05 r = 10 d d II 1 M 11 1.5x4 3x4= 1.5x4 II 1 2-5-8 I 5-1-0 I 8-0-0 81,112 2-5-8 2-7-8 2-11-0 0-d-12 Plate Offsets(X.Y)-- [3:0-0-0.0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) 0.19 3-10 >479 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.40 3-10 >229 180 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.12 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TPI2007 (Matrix) Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=0-1-8,6=0-1-8. (Ib)- Max Horz 2=229(LC 10) Max Uplift All uplift 100 lb or less at joint(s)9,6,7 except 2=221(LC 10), 5=-115(LC 14) Max Gray All reactions 250 lb or less at joint(s)9,6,7 except 2=535(LC 21), 5=268(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 12-0-3 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. �'ED PR QFFs 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� Ca l N E 9 x) 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 SCJ N E Q fit between the bottom chord and any other members. Sy 7)Refer to girder(s)for truss to truss connections. 89200 P E T- 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,7. �jJ 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,5,and 6.This connection is for (- uplift only and does not consider lateral forces. • " 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,6. OREGON 44/ 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 'L- 4, O,�t 1A., O � y 14 P 'w/ R R i--- EXPIRES: 12/31/2017 June 6,2016 I 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 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 SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053851 18661_WESTWOOD-LOT_1^CJ7 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:57:52 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-QJntyZMxlfJCllzwexy7fbaUPgpfZSU20203Vez8woD 1 -2-6-0 1 1-7-10 1 2-5-8 1 5-1-0 1 8-0-0 1 9-2-0 1 2-6-0 1-7-10 0-9-14 2-7-8 2-11-0 1-2-0 Scale=1:23.3 6 5 to 4.00 12 1.5x4 II ' 4 w - 10 � N 7 c6 dIIIIIIIIIIaN 2 �� ur A 11 /1 iii At C74 _ -- 8 Ia 1 1.5x4 11 1 _, 9 3x4= 1.5x4 11 1 2-5-8 1 5-1-0 1 8-0-0 81118 2-5-8 2-7-8 2-11-0 0-1-8 Plate Offsets(X,Y)-- 13:0-0-0.0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.20 3-8 >469 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert TL -0.42 3-8 >223 180 TCDL 7.0 Vert(TL) BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=527/0-5-8,7=138/Mechanical,5=235/0-1-8 Max Horz 2=184(LC 10) Max Uplift2=-234(LC 10),7=-24(LC 14),5=-119(LC 14) Max Grav2=541(LC 21),7=154(LC 21),5=301(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-2-0 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;Partially 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 20.0 psf or 1.00 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 CEO P R OFLC fit between the bottom chord and any other members. t5' 7)Refer to girder(s)for truss to truss connections. 1.: ,NG I N F�9 s�� 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. ,C? 29 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. Q $9200 P E 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 5.This connection is for uplift / only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. • r'p _ 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. __ mi• SC 74. , OREGON tx �[v <0 l9Y 14 2°1 P-}- MRRILA- EXPIRES: 12/31/2017 June 6,2016 / I 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 e 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 Qua5Iy Crtleda,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST , K2053852 18661_WEST WOOD-LOT_1-CJ8 Jack-Partial 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:57:52 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-QJntyZMx IfJC I lzwexy7fbaRmggTZS620203Vez8woD I -2-6-0 ) 4-3-2 I 8-0-0 1 9-2-0 1 2-6-0 4-3-2 3-8-14 1-2-0 Scale=1:22.9 4 3 1� 0 4.00 12 6 7 A- ril - dr '4 g N 2 ;71')1 ,, 3x4= 5 I 8-0-0 I 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-5 >225 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=528/0-5-8,5=77/Mechanical,3=296/0-1-8 Max Horz 2=184(LC 10) Max Uplift2=-235(LC 10),3=-189(LC 14) Max Gray 2=542(LC 21),5=154(LC 5),3=377(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-2-0 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;Partially 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 20.0 psf or 1.00 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. �R O P R OFFS 7)Refer to girder(s)for truss to truss connections. �' 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. N� ANG I NEi9 �O 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift 4C.r� 2'9 only and does not consider lateral forces. :9200P 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 74OREGON\� �� L <O 4y14Z° P} MFRRIV - 5?'EXPIRES: 12/31/2017 June 6,2016 f r MUM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. imll 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053853 18661_WESTWOOD-LOT_1-001 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:53 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-uwLFAvMaWzR3wSX6CfTMCp6cm49flskBFhmd14z8woC I -2-6-0 l 4-9-2 l 7-5-0 7111-11 10-5-13 11-0- 13-8-6 I 18-5-8 l 2-6-0 4-9-2 2-7-14 0-6-11 2-6-2 0-6-1 2-7-14 4-9-2 Scale=1:35.9 4x8 5x8 = 4.00 12 11 4 ll 1 1.5x4 ' 15 1.5x4 3 6 m e N N10 10 n 2 7 glir do H n fl fl fl fl fl fl Il fl Il fl fl fl fl t� r6 16 17 18 9 19 20 21 8 22 23 24 a 3x8= JL24 JL24 JL243x8_ JL24 JL24 3x4 = JL24 JL24 JL24 3x8= JL24 I 7-5-0 l 11-0-8 l 18-5-8 l 7-5-0 3-7-8 7-5-0 Plate Offsets(X.Y)— [5:0-4-0.0-1-81 TOL LOADING(psf)5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.14 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(TL) -0.25 8-9 >873 180 BCLL 0.0 Rep Stress Incl. NO WB 0.23 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:89 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins,except BOT CHORD 2x6 DF 1800F 2.1E 2-0-0 oc purlins(2-11-4 max.):4-5. WEBS 2x4 DF Stud/Std 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) 7=1303/0-5-8,2=1505/0-5-8 Max Horz 2=86(LC 44) Max Upliift7=-178(LC 11),2=-331(LC 6) Max Grav 7=1591(LC 29),2=1911(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-3815/478,3-10=-3729/489,3-11=-3566/404,4-11=-3492/408,4-12=-3376/422, 12-13=-3376/422,13-14=-3376/422,5-14=-3376/422,5-15=-3570/446,6-15=-3644/440, 6-7=-3955/553 BOT CHORD 2-16=-462/3533,16-17=-462/3533,17-18=-462/3533,9-18=-462/3533,9-19=-349/3441, 19-20=-349/3441,20-21=-349/3441,8-21=-349/3441,8-22=-485/3681,22-23=-485/3681, 23-24=-485/3681,7-24=-485/3681 WEBS 3-9=-287/239,4-9=0/556,5-8=0/569,6-8=-342/282 NOTES- 1)Wind:ASCE 7-10; mph(3-second gust) 2)CLL(enve:ASCE 7ope) -10 Pfe end=25 00one;cantilever (flat roof snow);Category II;Exp'B Partially Exp.;left right exposed;Lumber DOL 1 60 plate grip DO\iLW--1R60 .-' GI N �'s2O 3)Unbalanced snow loads have been considered for this design. w.1 N9 ?i9 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs (c.-- 89200 P E 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. / .411111°:e 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 wil — fit between the bottom chord and any other members. f7OREGON 4Q 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7 and 2.This connection is for uplift -7/„.. ,\p '1 only and does not consider lateral forces. <0 14 ?$ P-}- 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. All}' e, v- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MFR R II LA- 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 16-4-12 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 t t ..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi Wel&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 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 I Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053853 18661_WESTWOOD-LOT_1-001 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:53 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-uWLFAvMaWzR3wSX6CfTMCp6cm49flskB Fhmd 14z8woC NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)246 lb down and 132 lb up at 7-11-12,and 276 lb down and 171 lb up at 9-2-12,and 246 lb down and 132 lb up at 10-5-13 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)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(pit) Vert:1-4=-64,4-5=-64,5-7=-64,2-7=-20 Concentrated Loads(Ib) Vert:12=-197 13=-223 14=-197 16=-52(B)17=-57(B)18=-57(B)19=-57(B)20=-57(B)21=-57(B)22=-57(B)23=-57(B)24=-52(B) / I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7073 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 King 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053854 18661_WESTWOOD-LOT_1^002 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:54 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-MiudNFNCHHZwXc6JmM_bkOft7TV_1 JnLTLVAZWz8woB I -2-6-0 I 5-8-3 I 9-2-12 I 12-9-4 I 18-5-8 I 2-6-0 5-8-3 3-6-9 3-6-8 5-8-4 Scale=1:35.0 4x4 = 4 4.00 12 1.5x4 1.5x4 8 .r 9 3 5 e' .1' 10 11 6 2 d Or o ' 1 7 d 3x4= 3x4= 3x8 = I 9-2-12 I 18-5-8 I 9-2-12 9-2-12 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 0.35 Vert(LL) -0.12 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(TL) -0.33 6-7 >646 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=743/0-5-8,2=944/0-5-8 Max Horz 2=92(LC 10) Max Uplift6=-180(LC 11),2=-336(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-At forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1579/393,3-8=-1224/256,4-8=-1181/265,4-9=-1213/276,5-9=-1228/268, 5-10=-1535/424,10-11=-1573/418,6-11=-1625/416 BOT CHORD 2-7=-328/1431,6-7=354/1499 WEBS 4-7=-63/552,5-7=-511/280,3-7=-400/235 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-2-12,Exterior(2)9-2-12 to 12-2-12 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �EQ P R Op non-concurrenten with other live loads. ��G I N EF9 /O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. GJ�� 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 ,Z, 2 fit between the bottom chord and any other members. Q 89200 P E 9r 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6 and 2.This connection is for uplift only and does not consider lateral forces. //�� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ./ j� _ .. yG , OREGON a �/Q 70 7:9Y 142°. P4 MRRILY- EXPIRES: 12/31/2017 June 6,2016 4 I .... WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED M/TEK REFERENCE PAGE M/1-7473 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 properly 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053855 18661_WESTWOOD-LOT_1-OHR CORNER RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:54 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-MiudNFNCHHZwXc6JmM_bkOftGTdX1 MbLTLVAZWz8woB I -3-6-7 i 11-2-4 1114-/2 12-11-2 I 3-6-7 11-2-4 0-2-8 1-6-6 Scale=1:27.5 3x4= 4 3x4= 3 2.83 12 3x4 sok III 3x4 A 1 • 3x4% 6 A 3x400 Cis 3x6 \I N 00 005 uL 2 • w a rII I 11-2-4 l 11-2-4 Plate Offsets(X.Y)-- [2:0-2-8.Edge] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.19 2-3 >717 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.25 2-3 >539 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr 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. REACTIONS. (lb/size) 2=307/0-7-6,3=220/0-2-2 Max Horz 2=92(LC 10) Max Uplift2=-197(LC 10),3=-130(LC 14) Max Gray 2=321(LC 20),3=287(LC 20) FORCES. (lb)-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.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 12-11-2 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;Partially 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=197, 3=130. 0 P R OFF 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. ,`CQ` Sd' 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��Gj ANG)NEF9 /O2 4r 89200PE 9� -triorie _ -y.. sc. OREGON ski <0 gy142°� Q'} MFRR11-\- EXPIRES: 12/31/2017 June 6,2016 t I A WARNING-Verify 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 MiTekl 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 bucking 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/T911 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053856 18661_WESTWOOD-LOT_1^601 CAL HIP 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:56 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-1500owPSoupenvGhtn03pRk93H7MVBhexf HePz8wo9 I 2-5-8 I 6-1-8 8-3 I 9-0-0 11-3-13 1I1-10-FI 15-6-8 I 18-0-0 I 2-5-8 3-8-0 6-11 2-3-13 2-3-13 0.6-11 3-8-0 2-5-8 Scale=1:31.3 5x8= 4.00 12 1.5x4 I I 5x8= ,...3iiiii F<I17 4 18 D4'/Z1 2 i , IMM= mill 11 I lell Al I 2 `�' 6 m 05 MORMON I"2 o or =� 11 21 10 22 9 8 ^.=J, o 0,40 1.5x4 II 7x16% 4x4= 3x8= 4x4= 7x16 3x8 JL24 JL24 1.5x4 I �� 3x8 2.7512 I 2-5-8 I 6-1-8 I 9-0-0 I 11-10-8 15-6-8 I 18-0-0 I 2-5-8 3-8-0 2-10-8 2-10-8 3-8-0 2-5-8 Plate Offsets(x.Y)- [1:0-3-8,0-1-0].[3:0-4-0,0-1-8],[5:0-4-0.0-1-8],[7:0-3-8,0-1-0],[8:0-4-4,0-4-01,112:0-4-4,0-4-0] LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.27 10 >779 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.81 Vert(TL) -0.48 10 >436 180 BCLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(TL) 0.25 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(5-7-10 max.):3-5. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1533/0-5-8,7=1533/0-5-8 Max Horz 1=-39(LC 52) Max Uplift1=-378(LC 6),7=-378(LC 7) Max Gray 1=1769(LC 28),7=1769(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=8111/1757,2-3=-6052/1316,3-15=-6222/1368,15-16=-6222/1368, 16-17=-6222/1368,4-17=-6222/1368,4-18=-6222/1368,18-19=-6222/1368, 19-20=-6222/1368,5-20=-6222/1368,5-6=-6052/1306,6-7=-8111/1729 BOT CHORD 1-12=-1670/7592,11-12=-1540/6934,11-21=-1237/5772,10-21=-1237/5772, 10-22=1191/5772,9-22=-1191/5772,8-9=-1480/6934,7-8=-1604/7592 WEBS 2-12=-295/1567,2-11=-1132/303,3-11=-26/400,3-10=-201/696,4-10=-527/231, 5-10=-199/696,5-9=-24/400,6-9=-1132/289,6-8=-281/1567 NOTES- 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 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ��G�ED P R Opt- 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 �Cj NG I N4- /p connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 7 2 3)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 "9 (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.6r 89200 P E 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. i0./. � 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 OREGON tr 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 <C/ fit between the bottom chord and any other members. L/ �,9}' 20u ^jam 9)Bearing at joint(s)1,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1 4 se* capacity of bearing surface. MFR RI _\ 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 7.This connection is for uplift only and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 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 June 6,2016 1 r 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 MtTekrR 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'a 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053856 18661 WESTWOOD-LOT_1-601 CAL HIP 1 n 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:56 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-I500owPSoupenvGhtn03pRk93H7MVBhexf_HePz8wo9 NOTES- 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 1-10-8 oc max.starting at 8-0-12 from the left end to 9-11-4 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)635 lb down and 205 lb up at 6-8-4,191 lb down and 109 lb up at 8-0-12, and 191 lb down and 109 lb up at 9-11-4,and 635 lb down and 205 lb up at 11-3-12 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=-64,3-5=-64,5-7=-64,1-12=-20,8-12=-20,7-8=-20 Concentrated Loads(Ib) Vert:15=-585 16=-138 19=-138 20=-585 21=-73(B)22=-73(B) t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTeku 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST 1(2053857 18661_WESTWOOD-LOT_1^602 CAL HIP 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:58 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-FT88DcQiKV3MODQ4?C3XvsgWd5n9z4YxozT0iHz8wo7 I 2-5-8 1 5-1-7 1 8-1-8 II8-8-3 -3-13 gg-10-6I 12-10-9 1 15-6-8 I 18-0-0 1 2-5-8 2-7-15 3-0-1 0-6-11 b-7-10 5-6-11 3-0-1 2-7-15 2-5-8 Scale=1:31.1 4x4% 4x4 4.00 12 4 24 3x4 141111.1111114 3x4 3 6 _ 18 PM 21 N 17 v 22 ro N 2 7 N i. w .. .. 1 Y Y Y Y '�� 8 Tui I,,m� -1�7x16 = 13 12 11 10 9 ', l�to il 3x8-- 4x4= 3x4 = 3x4= 4x4 = 7x16 = 1.5x4 II 1.5x4 II 3x8 2.75 12 1 2-5-8 5-1-7 I 8-1-8 1 9-10-8 1 12-10-9 I 15-6-8 1 18-0-0 I 2-5-8 2-7-15 3-0-1 1-9-0 3-0-1 2-7-15 2-5-8 Plate Offsets(X,Y)— [1:0-5-8.0-1-8].[8:0-5-8.0-1-8].[9:1-0-4.Edge].[14:1-0-4.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.28 12 >758 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -0.44 12 >478 180 TCDL 7.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.25 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(4-7-1 max.):4-5. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 7-10-9 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=763/0-5-8,8=763/0-5-8 Max Horz 1=52(LC 14) Max Upliftl=-191(LC 10),8=-191(LC 11) Max Gray 1=1067(LC 32),8=1067(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4539/815,2-17=-3187/613,17-18=-3167/614,3-18=-3141/619,3-4=-2309/461, 4-19=-2144/452,19-20=-2144/452,5-20=-2144/452,5-6=-2309/461,6-21=-3141/618, 21-22=-3167/613,7-22=-3187/612,7-8=-4539/816 BOT CHORD 1-14=-781/4230,13-14=-724/3860,12-13=-547/3035,11-12=-341/2144,10-11=-545/3035, 9-10=-687/3860,8-9=-743/4230 WEBS 2-14=-123/877,2-13=-837/208,3-13=-21/279,3-12=-938/243,4-12=-49/414, 5-11=-49/414,6-11=-938/233,6-10=-17/279,7-10=-837/208,7-9=-118/877 NOTES- nd:ASCE 1)(nvelope)gable end zone and C-C Exterior(2);Vuft=140mph(3-second 1)0-2-12 to 3-2-12,Interior(1)O3-2-12.2psf; to 8-3-4,Exterior(2)8-3-4 to 9-8-12,lnterior(CDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS :SCC PR OFF`StS 13-11-11 to 17-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS ..3 NGI NEAR /O for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 w� 2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 c.,.._,44, 89200 P E 9r' 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. �i+/ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - i 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 will7.; - -�+..- (Z. fit between the bottom chord and any other members. y OREGON L 7)Bearing at joint(s)1,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify G 4, ,` / capacity of bearing surface. y Q\b 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 8.This connection is for uplift O 41c1 14 e,v- only and does not consider lateral forces. `rl R 10- 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)51 lb down and 52 lb up at 8-8-4, EXPIRES: 12/31/2017 Continued 51 lb downd on page and 52 lb up at 9-3-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. June 6,2016 I f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MN Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053857 18661 WESTWOOD-LOT_1-602 CAL HIP 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:57:58 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-FT88DcQiKV3MODQ4?C3XvsgWd5n9z4YxOzTOiHz8wo7 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-4=-64,4-5=-64,5-8=-64,1-14=-20,9-14=-20,8-9=-20 Concentrated Loads(Ib) Vert:19=-26 20=-26 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 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053858 18661_WESTWOOD-LOT_1-E03 QUEENPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:59 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on jgiVVQyRK5pBDeN?GYvamR4MiJUC4iXd4ddDxFkz8wo6 I 2-5-8 I 5-8-12 I 9-0-0 I 12-3-4 I 15-6-8 I 18-0-0 I 2-5-8 3-3-4 3-3-4 3-3-4 3-3-4 2-5-8 Scale=1:30.3 4x4= 4 4.00r12— r 4x8 4x6 3_ __ 14 155 Jo 41 7,13 111.' ��A. 16 2 6 1 A— / w ``-- 7 Ig Ia r 6I"'-�� 9 8 '. d d 1.5x4 II 7x16% 3x8= 7x16 1.5x4 II 3x6% 3x4= 3x4 3x6 2.7512 I 2-5-8 I 9-0-0 I 15-6-8 I 18-0-0 I 2-5-8 6-6-8 6-6-8 2-5-8 Plate Offsets(X.Y)— [1:0-4-0.0-1-0],[7:0-4-0.0-1-0],J8:0-4-4.0-4-0J,[10:0-4-4.0-4-0] TOL DING(psL f) 50 SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Lid PLATES GRIP C(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.18 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(TL) -0.40 8-9 >522 180 BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(TL) 0.19 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=737/0-5-8,7=737/0-5-8 Max Horz 1=-60(LC 19) Max Upliift1=-179(LC 10),7=-179(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3162/732,2-13=-2907/740,3-13=-2894/746,3-14=-1434/328,4-14=-1424/336, 4-15=-1424/336,5-15=-1434/328,5-16=-2894/723,6-16=2907/717,6-7=-3162/703 BOT CHORD 1-10=-708/2942,9-10=-483/1950,8-9=-446/1950,7-8=-634/2942 WEBS 4-9=-102/709,5-9=-720/293,6-8=-10/319,3-9=-720/300,2-10=-10/319,3-10=-235/902, 5-8=-220/902 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)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-0-0,Exterior(2)9-0-0 to 12-0-0 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;Partially Exp.;Ct=1.1 Ep P R pF 3)Unbalanced snow loads have been considered for this design. (,� FS 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �GJ� �NGI NEER s>(9 5)*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 �� ?i9 fit between the bottom chord and any other members. Q 89200P E r 6)Bearing at joint(s)1,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. � 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 7.This connection is for uplift only and does not consider lateral forces. II 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9G A_OREGON �� /O '/y 14 2°\ Q�" MFR R11.-\- EXPIRES: 12/3112017 June 6,2016 I , ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ith, Design valid for use only with MTekE 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST , K2053859 18661_WESTWOOD-LOT_1-604 QUEEN POST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:57:59 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-jgi WQyRK5pBDeN?GYvamR4MIZUC7iZk4ddDxFkz8wo6 I 5-5-2 I 9-0-0 I 12-8-14 I 18-0-0 I 5-5-2 3-6-14 3-6-14 5-5-2 Scale=1:30.2 4x4= 3 4.0012 r 1.5x4 1.5x4 2 4 9 8 us •,, 00 7 10 M 5 1. n I,k IP' o ILo o - o 6 3x4= 3x8= 3x4= I 9-0-0 I 18-0-0 I 9-0-0 9-0-0 Plate Offsets(X.Y)-- [1:0-1-6.Edgej.[5:0-1-6.Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.12 1-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.32 1-6 >665 180 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.04 5 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:65 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=751/Mechanical,5=751/Mechanical Max Horz 1=-59(LC 15) Max Upliftl=-183(LC 10),5=-183(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-1704/471,7-8=-1652/477,2-8=-1607/478,2-3=-1285/311,3-4=-1285/311, 4-9=-1607/478,9-10=-1652/477,5-10=-1704/471 1 BOT CHORD 1-6=-422/1579,5-6=-416/1579 WEBS 2-6=-501/286,3-6=-87/598,4-6=-501/287 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.It;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��EQ PR OFF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. jGIN %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)Refer to girder(s)for truss to truss connections. 89200 P E �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)1=183, 5=183. • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /� tl► r • � OREGON X441 -9t. :4_ 4„ ' 14 2-°'‘ Q'�'• ERRI0- EXPIRES: 12/31/2017 June 6,2016 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1 W03/2015 BEFORE USE. 11111. Design valid for use only with MiTekS 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053860 18661_WESTWOOD-LOT_1-ECG JACK-CLOSED 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:00 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-BsGuelSzs7J4FXaS6d5?_HvlfudERzcDsHyUnAz8wo5 I -3-6-7 I 3-4-4 I 7-3-4 I 9-4-6 I 11-2-4 I 19-7-4 I 14-5-2 I 3-6-73-11-0 2-1-2 1-9-14 1-5-0 1-9-14 Scale=1:27.9 6 i o4x8 = 2.83 12 1.5x4 II 5 I 4 A 10 A d W N 3 6 4x6= _� g 2 oPW 86x6 = 7 Io 14x6= 7x16= 3x4 II I 3-4-4 I 7-3-4 I 9-4-6 l 11-2-4 I 3-4-4 3-11-0 2-1-2 1-9-14 Plate Offsets(X,Y)-- [2:0-7-2.0-1-1],[2:2-1-14.0-4-15],[3:0-8-0.0-4-1].[5:0-3-8.0-2-0].[8:0-3-0.0-4-0] LTCLL OADING(psf) 25 0 SPACING- 1-0-0 CSI. DEFL. in (loc) l/defl Ltd PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.13 3 >810 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.24 Vert(TL) -0.30 3 >352 180 BCLL 0.0 * Rep Stress Incr NO WB 0.48 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD 2x8 DF SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x6 DF 2400F 2.0E WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 6=53/0-1-15,2=366/0-7-6,5=625/0-2-2 Max Horz 2=114(LC 8) Max Uplift6=-32(LC 6),2=180(LC 6),5=-203(LC 10) Max Gray 6=71(LC 17),2=375(LC 17),5=676(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-10=-832/211,4-10=-832/211,4-5=855/214 BOT CHORD 3-8=-216/830 WEBS 5-8=295/1084 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ED PROF s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F 6)*This truss has been designed for a ive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will r�C j� �NOI N 4-, s/O fit between the bottom chord and anyother members. 2 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,5. -9� 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6,2,and 5.This connection is for 89200 P E uplift only and does not consider lateral forces. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6,5. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /� 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 0 SC 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 12_ ,�OREGON .L�� LOAD CASE(S) Standard <O y 14 2.°�P� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 MFR R I O- Uniform Loads(plf) Vert:1-9=-32,5-6=-32 EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 f f N WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 14111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTehS 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053860 18661_WESTWOOD-LOT_1-ECG JACK-CLOSED 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:58:00 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-BsGuelSzs7J4FXaS6d5?_HvlfudERzcDsHyUnAz8wo5 LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:3=-77(F=-34,B=-34)-to-7=-208(F=-99,B=-99) 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut 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/TPIl Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053861 18661_WESTWOOD-LOT_1-EG Common Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:00 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-BsGuelSzs7J4FXaS6d57_HvpluRJRzgDsHyUnAz8wo5 1 5-1-14 1 9-0-0 1 12-10-2 I 18-0-0 1 5-1-14 3-10-2 3-10-2 5-1-14 Scale=1:30.2 4x6 II 3 4.00 12 4x4 4x4 2 4 :2 100 _.....iiiiiir HUS26 1 _....01111111111111111M5 N L. aI 1% I, 'WS. cS 9 10 11 8 12 13 7 14 6 15 16 4x12= JL26 JL26 3x6 11 HUS26 JL26 8x8= HUS26 3x8 II JUS24 JL26 4x12= HUS26 I 5-1-14 1 9-0-0 I 12-10-2 1 18-0-0 1 5-1-14 3-10-2 3-10-2 5-1-14 Plate Offsets(X.Y)— [1:0-1-6.0-0-1[.[5:0-1-6.0-0-11.[6:0-4-4.0-1-8].[7:0-4-0.0-4-8[.[8:0-4-4.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.24 6-7 >891 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 1.00 Vert(TL) -0.38 6-7 >567 180 TCDL 7.0 Rep Stress lncr NO WB 0.47 Horz(TL) 0.08 5 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std`Except* W3:2x4 DF No.1&Btr REACTIONS. (lb/size) 1=5292/Mechanical,5=4633/Mechanical Max Horz 1=57(LC 14) Max Upliftl=-1265(LC 6),5=-1203(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-12126/2881,2-3=-8822/2161,3-4=-8822/2160,4-5=-12212/3123 BOT CHORD 1-9=-2738/11488,9-10=-2738/11488,10-11=-2738/11488,8-11=-2738/11488, 8-12=-2738/11488,12-13=-2738/11488,7-13=-2738/11488,7-14=-2927/11568, 6-14=-2927/11568,6-15=-2927/11568,15-16=-2927/11568,5-16=-2927/11568 WEBS 3-7=-1249/5257,4-7=-3568/1085,4-6=-549/2150,2-7=-3481/833,2-8=-372/2082 NOTES- 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 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,exceptifnoted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. -SCC P R OF�St(' 3)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 �5 �NGI NEER /o (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 /fj 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �,c,,;' 89200 P E 9r 5)Unbalanced snow loads have been considered for this design. 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,= � fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. Q Q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1265, OREGON �(/ 5=1203. G on 1 " 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /0 AqY 14 2P\OQ'T 11)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 6-0-0 oc max.starting at 0-6-12 from the MFR R i t-k- left end to 12-6-12 to connect truss(es)to front face of bottom chord. 12)Use USP JL26(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 13-7-8 oc max.starting at 2-6-12 from the left end to 16-2-4 to connect truss(es)to front face of bottom chord. EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 1 I 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 MiTek` is always required for stability and to prevent collapse with possible personal injury and properly 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 Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053861 18661_WESTWOOD-LOT_1-GG Common Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:01 2016 Page 2 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-f2p HreTbdQ Rxth9fgKcE WVS_n InYAQwN4xi2Jcz8wo4 NOTES- 13)Use USP JL26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 4-6-12 from the left end to 8-6-12 to connect truss(es)to front face of bottom chord. 14)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 14-6-12 from the left end to connect truss(es)to front face of bottom chord. 15)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:1-3=-64,3-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:6=-1211(F)9=-962(F)10=-744(F)11=-885(F)12=-1261(F)13=-894(F)14=-1223(F)15=-674(F)16=-570(F) mem A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7073 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTelofir 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 the 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053862 18661_WESTWOOD-LOT_1-EJ1 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:01 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-f2pHreTbdCtRxth9fgKcEW VS5610pAXKN4xi2Jcz8wo4 1 -2-8-0 1 1-11-11 I 2-6-0 1-11-11 Scale=1:9.6 3 4.00 12 5 2 O O 8 d 4 1 3x4= 1-11-11 1 1-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-47/Mechanical,2=352/0-5-8,4=19/Mechanical Max Horz 2=79(LC 10) Max Uplift3=-95(LC 20),2=-245(LC 10) Max Gray 3=57(LC 10),2=355(LC 21),4=38(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.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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;Partially 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 20.0 psf or 1.00 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. �0 P R OFF 7)Refer to girder(s)for truss to truss connections. s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. \:\(('\1‘�NGI NFF9 s/O 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift 4z) only and does not consider lateral forces. 89200PE r-- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ti;•• • 74OREGON 44./ /O '9y 142-'3\ Pj. MFR R 10- EXPIRES: 12/31/2017 June 6,2016 1 t 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 MTekd connectors.This design is based only upon parameters shown,and is for on 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053863 18661_WESTWOOD-LOT_1-EJ2 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:01 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-f2pHreTbdQRxth9fgKcE W VS501zgAXKN4xi2Jcz8wo4 -2-6-0 2-5-8 3-11-11 2-6-0 2-5-8 1-6-3 Scale=1:13.3 4 4.00 12 8 r= 2 u�I 7 3 _.-1x5 rcir oI - 5 6 1 1.5x4 II 3x4= 2-5-8 3-11-11 2-5-8 1-6-3 Plate Offsets(X.Y)- [2:0-1-6.Edge].[3:0-0-0.0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.02 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.02 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=58/Mechanical,2=394/0-5-8,5=32/Mechanical Max Horz 2=108(LC 10) Max Uplift4=-27(LC 14),2=-231(LC 10) Max Gray 4=71(LC 21),2=404(LC 21),5=51(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.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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 Ep P R OFF fit between the bottom chord and any other members. GINE 9.0 N 7)Refer to girder(s)for truss to truss connections. �J F O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. ce 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 2.This connection is for uplift - :9200 P E only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 41110 . . 41111P- m. 571... OREGON �l �O v� `1C)\ P-�- All/' 14 RII�- EXPIRES: 12/31/2017 June 6,2016 � r AWARNING-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 Mire k" 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/1911 Quality Criteria.DSB-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 Oty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053864 18661_WESTWOOD-LOT_1-5J3 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:02 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-7FNf3_TDOkZoVgjrE17T3i_F6iJgv_aWJbRbr3z8wo3 -2-6-0 2-5-8 5-11-11 I 2-6-0 2-5-8 3-6-3 Scale=1:17.1 4 1� 4.00 12 N O a 171 N 2 _ - / m • to ►, 6 1 ,/ 1.5x4 II 5 3x4 - I 2-5-8 I 5-11-11 2-5-8 3-6-3 Plate Offsets(X.Y)-- [2:0-1-10.Edge],[3:0-3-8.0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.05 3-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.10 3-5 >658 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=127/Mechanical,2=455/0-5-8,5=70/Mechanical Max Horz 2=138(LC 10) Max Uplift4=-67(LC 14),2=-231(LC 10) Max Grav 4=156(LC 21),2=473(LC 21),5=91(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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-10-15 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 Il;Exp B;Partially 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 20.0 psf or 1.00 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 \'‘EQ P R DFF fit between the bottom chord and any other members. tr 7)Refer to girder(s)for truss to truss connections. GJ� ANG(N�F9 s�� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. 41,./C? 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 89200P E does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• e4N. • [v40, im <0 A 14 2°' MFR R 10-- EXPIRES: 0-EXPIRES: 12/3112017 June 6,2016 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 MTek9 connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 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/TPIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053865 18661_WESTWOOD-LOT_1^CJ4 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:02 2016 Page 1 ID:sxvAx4cxhshFg37Yrd6AKSz9_on-7FNf3_TDOkZoVgjrE17T3i_F3iHyv_aWJbRbr3z8wo3 I -2-6-0 1 2-5-8 1 6-8-8 1 7-11-11 1 2-6-0 2-5-8 4-3-0 1-3-3 Scale=1:21.1 5 u 4 4.00 12 =' /1 us iiiiiiiiiiiorrooil M 8 N O N rt.N Olt I 2 1 _ �w i� a �_�N. l� W. 7 1 3x4= 1.5x4 II I 2-5-8 l6-8-8 61010 2-5-8 4-3-0 0-1-8 Plate Offsets(X.Y)- [2:0-1-10.Edge].[3:0-2-5.0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.08 3-6 >907 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(TL) -0.18 3-6 >417 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.07 6 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:25 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 DF Stud/Std 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=0-5-8,4=0-3-0. (Ib)- Max Horz 2=168(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5 except 2=-229(LC 10),4=107(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=499(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 7-10-15 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. P R 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E� OF 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 �� GINE R�+� fit between the bottom chord and any other members. N F 0 7)Refer to girder(s)for truss to truss connections. �� 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. Q 89200 PE 'r 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift only and does not consider lateral forces. �j/' / 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i -Pi. , OREGON �lV /0 Al/}' 14 2�� P'�- EXPIRES: 12/31/2017 June 6,2016 / 1 MI= A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with M7ek0 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053866 18661_WESTWOOD-LOT_1-Q401 Jack-Partial Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:03 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-bRx1 GJUr92hf6_I1 nIfibwXP 16aQeRggYFB9OVz8wo2 i -2-6-0 1 1-4-6 11-11-11 1 4-9-12 1 8-0-0 1 2-6-0 1-4-6 0-7-6 2-10-0 3-2-4 Scale=1:19.9 4.00 12 3 , 1 2 i ri r - - - - - . I 4 d JL24 JL24 JL24 1 5 6 7 3x4 = 4 1 1-10-15 1-11111 8-0-0 1-10-15 0-0-12 6-0-5 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.16 2-4 >570 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(TL) -0.41 2-4 >228 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-88/Mechanical,2=446/0-5-8,4=76/Mechanical Max Horz 2=78(LC 6) Max Uplift3=-130(LC 16),2=-244(LC 6) Max Gray 3=88(LC 6),2=452(LC 17),4=152(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;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;Partially 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 20.0 psf or 1.00 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. 7)Refer to girder(s)for truss to truss connections. P R 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)3=130. �'ED OFF0: 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and �\CJ. v,G I N EF9 sip does not consider lateral forces. , 2"9 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E c' 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)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). , lA ��•✓✓✓"�---� ___ LOAD CASE(S) Standard -yG ,�OREGON D` 'S 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /0 A'9 y 1412-°�P+ Uniform Loads(plf) MFR R I L�' Vert:1-3=-64,2-4=-20 Concentrated Loads(Ib) Vert:5=1(B)6=1(B)7=1(B) EXPIRES: 12/31/2017 June 6,2016 1 ma. 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 MTek®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/T111 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053867 18661 WESTWOOD-LOT_1-QA02 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:03 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-bRx1 GJUr92hf6_I1 nIfibwXR06b2eRggYFB9OVz8wo2 -2-6-0 I 2-4-6 I 3-11-11 I 8-0-0 I 2-6-0 2-4-6 1-7-6 4-0-5 Scale=1:19.9 3 'r 4.00 12 6 2 7s 5 �1 to d 1 _ 4 3x4= I 3-10-15 3-11111 8-0-0 I 3-10-15 0-0-12 4-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-4 >225 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=53/Mechanical,2=434/0-5-8,4=77/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-44(LC 14),2=-207(LC 10) Max Gray 3=72(LC 21),2=444(LC 21),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.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. tLQ`EO R OFFS 7)Refer to girder(s)for truss to truss connections. .� GIP, E k 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �� N FR 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and L. 2.9 does not consider lateral forces. 89200 P E r- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. tr OREGON lv 17L<OMy 14 2C�p4 FR R I O- EXPIRES: 12/31/2017 June 6,2016 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Is Design valid for use only with MTel&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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053868 18661_WESTWOOD-LOT_1-OA03 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:04 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-3dVPUfVTwLpVk8tELSAx874abVxHNt4pnvwiwxz8wol -2-6-0 3-4-6 5-11-11 8-0-0 2-6-0 3-4-6 2-7-6 2-0-5 Scale=1:19.9 3 4.00 12 n 6 c5 5; 5 2 o1 A I 1 � 3x4= 4 1 5-10-15 5-10111 8-0-0 5-10-15 0412 2-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-4 >225 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=140/Mechanical,2=476/0-5-8,4=77/Mechanical Max Horz 2=138(LC 10) Max Uplift3=-97(LC 14),2=-218(LC 10) Max Gray 3=177(LC 21),2=491(LC 21),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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. co PR QFF 7)Refer to girder(s)for truss to truss connections. rs 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �J� ANG I N EFR 020 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4G' ?i9 does not consider lateral forces. 89200 P E 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �L ,�OREGON <Q tx <0 gY142P\ -�- MFRRILL EXPIRES: 12/31/2017 June 6,2016 -- 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 MiTekE connectors.This design is based only upon parameters shown,and is for an individual building component,not a taus 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/1911 Quality Crtieda,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST , K2053869 18661_WESTWOOD-LOT_1-OA04 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:04 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-3dVPUfVTwLpVk8tELSAx874U5VxHNt4pnvwiwxz8wo1 I -2-6-0 I 4-3-2 I 7-11-11 81-0 2-6-0 4-3-2 3-8-9 045 Scale=1:19.9 3 ., u ti 4.00 12 a' 5 I N 2 ur • o- 1 m 3x4= 4 I 7-11-11 811-0 7-11-11 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-4 >225 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=215/Mechanical,2=529/0-5-8,4=77/Mechanical Max Horz 2=168(LC 10) Max Uplift3=-144(LC 14),2=-240(LC 10) Max Gray 3=272(LC 21),2=550(LC 21),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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 7-10-15 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 psi(flat roof snow);Category II;Exp B;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. ��R�� PR OFF`rcS1 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=144. NGJ ..)-:•. -"'S'NE�9 �� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4V �/9 does not consider lateral forces. CC. 89200 P E r 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. rAllim yG A OREGON � X44 /0 -9y 14 2�\ P} MFRY R R I O- EXPIRES: 12/31/2017 June 6,2016 1 1 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 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 SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053870 18661_WESTWOOD-LOT_1-43A05 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:04 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-3dVPUfVTwLpVk8tELSAx874UNVxHNt4pnvwiwxz8wo1 -2-6-0 I 4-3-2 I 8-0-0 9-11-11 I 2-6-0 4-3-2 3-8-14 1-11-11 Scale=1:24.4 4 I Io iiiiiiii .iiiiiiii 3 4.0012 1 7 : 6 M rZ o M (7A aS u:). 2 6- OM(75 glin 1 3x4 = 5 1 8-0-0 I 8-0-0 LOADING(psf) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-5 >225 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. (Ib)- Max Horz 2=197(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-233(LC 10),3=-187(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=545(LC 21),3=352(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. �G_EO P R OPen 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. SCD NG I N E F /Q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. ,V �' 9 29 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift - 89200 P E 1.-- only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. /'oo": 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7G 40,OREGON bn A£5 /O qy 14 2`31 P-}- MFR R I0- EXPIRES: 12/31/2017 June 6,2016 f r IIIMM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTekta 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 h 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053871 18661 WESTWOOD-LOT_1-SA06 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:05 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Xg3nh?W5hfxMMISQVAhAhLcg9vGW6KKz?ZgFSNz8wo0 l -2-6-0 1 4-3-2 l 8-0-0 I 11-11-11 1 2-6-0 4-3-2 3-8-14 3-11-11 Scale=1:28.4 5i, Ia 4 4.00 128 3 • 7 • • to A o A a 2 �1 J o 1 6 3x4= I 8-0-0 I 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.16 2-6 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-6 >225 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCLL 0,0 * Code IBC2012/TP12007 (Matrix) Weight:32 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=227(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 2=-222(LC 10),3=-190(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=537(LC 21),3=344(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 11-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. �Q`�0 P R OFFS 7)Refer to girder(s)for truss to truss connections. G< GINE cY-/e) 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. �� N F9 2 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 9 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,and 4.This connection is for - 89200 P E uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �- • �L OREGON X44/ <O "4' 14 2° P-j- MFRRIL\-- EXPIRES: 12/31/2017 June 6,2016 4 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. M. Design valid for use only with Mite&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/TP11 Quality Criteria,DSB-89 and SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053872 18661_WESTWOOD-LOT_1-QA07 Jack-Partial Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:06 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-00d9uLXjSz4DzS1cTtCPDY9vRJi7rmg6EDPp?gz8wo? I -2-6-0 I 8-0-0 I 13-3-11 I 2-6-0 8-0-0 5-3-11 7 Scale=1:32.7 I7 71 4.00 12 1.5x4 II 1.5x4 II 14 6 1.5x4 II 5 111. 1.5x4 II 4 P a 13 B 4 3 r 2 12 _...xdldggillai r r w 6 �ii�ii!s!i!i!i!i� i, dAlk. �s�� L./1.A�,A. 3x4 = 1.5x4 II 1.5x4 II 1.5x4 11 3x6 II 11 10 9 8 I 13-3-11 I 13-3-11 Plate Offsets(X.Y)— [2:0-2-0.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.01 2-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.02 2-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 7 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-0-0 except(jt=length)7=0-1-8. (Ib)- Max Horz 2=204(LC 11) Max Uplift All uplift 100 lb or less at joint(s)7 except 8=-261(LC 10),2=-183(LC 32),11=-180(LC 14),10=-196(LC 10),9=-235(LC 21) Max Gray All reactions 250 lb or less at joint(s)7,9 except 8=606(LC 21),2=354(LC 21),11=709(LC 1),10=508(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-278/130,3-12=-277/146,3-13=-258/169,6-8=-598/407 WEBS 3-11=-620/264,4-10=-516/269,5-9=-143/272 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 Corner(3)-2-6-0 to 0-6-0,Exterior(2)0-6-0 to 13-2-15 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry cko P R OFF Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �� ss 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Z) �,x•. NE4t:R /0 4)Unbalanced snow loads have been considered for this design. �� ?i9 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs Q :9200P r" non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. j 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / lle411P . 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 wil 17 fit between the bottom chord and any other members. Q OREGON 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. ''/ 4y G \* 'S 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only O Y 14 2.0 P4 and does not consider lateral forces. M� 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8,2,11,10,and 9.This connection R R 11-\-' is for uplift only and does not consider lateral forces. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)7. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 • I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mifek3 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053872 18661_WESTWOOD-LOT_1-9A07 Jack-Partial Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:06 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-00d9uLXjSz4DzSlcTtCPDY9vRJi7rmg6EDPp?gz8wo? NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)853 lb down and 288 lb up at 4-6-4 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:1-6=-64,6-7=-64,2-8=-20 Concentrated Loads(Ib) Vert:13=-818 mem t t 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 MTe&connectors.This design is based only upon parameters shown,and is for an individual building component,not o 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053873 18661_WESTWOOD-LOT_1^0601 Jack-Partial Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:06 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-OOd9uLXjSz4DzSlcTtCPDY9vHJchrnZ6EDPp?gz8wo? I -2-6-0 I 1-4-6 1 1-11-11 1 4-8-4 I 7-9-0 2-6-0 1-4-6 0-7-6 2-8-8 3-0-12 Scale=1:19.5 4.0012 3 a 2 11 ri 11 H H ri Ia 5 6 7 4 1 JL24 JL24 JL24 ..411111, 354 = I 1-10-15 1-11101 7-9-0 I 1-10-15 0412 5-9-5 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 0.40 Vert(LL) -0.14 2-4 >629 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.36 2-4 >252 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-88/Mechanical,2=444/0-5-8,4=74/Mechanical Max Horz 2=78(LC 6) Max Uplift3=-130(LC 16),2=-246(LC 6) Max Gray 3=88(LC 6),2=449(LC 17),4=147(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;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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. .EO PR OFF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=130. t� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and �\G3 OAG I N E,ER s/0 does not consider lateral forces. 2 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E 9t' 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)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 ,•i 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 y` , 4OREGON tx ,.CC 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /O '9y 14 '1()\ P V -�- Uniform Loads MFR RIO- Concentrated Ir LL Vert:1-33=-=-64,2-4=-20 Concentrated Loads(Ib) Vert:5=1(B)6=1(B)7=1(B) EXPIRES: 12/31/2017 June 6,2016 t I 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 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053874 18661 WESTWOOD-LOT 1-0802 Jack-Partial 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:07 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-U C BY6hXM DGC4bccp0bjemm h60jyWaEpFTt9MXGz8wo_ I -2-6-0 I 2-4-6 I3-11-11 I7-9-0 1 2-6-0 2-4-6 1-7-6 3-9-5 Scale=1:19.5 3 " 4.00 12 6 r 2 7as, 5 Io ,,0 4 1 3x4= I 3-10-15 3-110111 7-9-0 I 3-10-15 0-d-12 3-9-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.14 2-4 >620 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.36 2-4 >248 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. SOT CHORD 2x4 DF No.1&Btr 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=53/Mechanical,2=432/0-5-8,4=75/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-44(LC 14),2=-209(LC 10) Max Gray 3=72(LC 21),2=441(LC 21),4=149(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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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. ��0 P R Ope 7)Refer to girder(s)for truss to truss connections. 'Sd' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �j �NGI N 4- /0 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4V 29 does not consider lateral forces. cc :9200 P E r. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /S.1.9. .4119 • -74. ,�OREGON�� A. <0 lf' 14 2° P} EXPIRES: 12/31/2017 June 6,2016 MEM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with MtTek5E 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/T911 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053875 18661_WESTWOOD-LOT_1-0803 Jack-Partial 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:07 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-UCBY6hXMDGC4bccpObjemmh5rjyWaEpFTt9MXGz8wo_ 1 -2-6-0 l 3-4-6 I 5-11-11 I 7-9-0 I 2-6-0 3-4-6 2-7-6 1-9-5 Scale=1:19.5 3 ,' i 4.00 12 S.2, 6 5 2 ri Io 4 1 3x4= I 5-10-15 5-11111 7-9-0 I 5-10-15 0- 12 1-9-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.14 2-4 >620 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 VertTL -0.36 2-4 >248 180 BCD LLTCL 0.0 *7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=140/Mechanical,2=473/0-5-8,4=75/Mechanical Max Horz 2=138(LC 10) Max Uplift3=-97(LC 14),2=-220(LC 10) Max Gray 3=177(LC 21),2=489(LC 21),4=149(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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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. �_to P R OFFS 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �Co �NGI NFF9 s/Q 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and -v does not consider lateral forces. Qr 89200 P E V:. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,...._440/.11°.:g. ;„.......„„--Z-------- Iv y` , OREGON R �lv� <0 All)' 14,2° P} MFRRIIA- EXPIRES: -EXPIRES: 12/31/2017 June 6,2016 r r 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 a 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/TPII Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053876 18661 WESTWOOD-LOT_1-0604 Jack-Partial 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:07 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-U C BY6hXM DGC4bccp0bjemm h?Ujy Wa EPFTt9MXGz8wo_ I -2-6-0 I 4-1-10 I 7-9-0 7-111-11 2-6-0 4-1-10 3-7-6 0-2-11 Scale=1:20.6 3 i I- 11th 0 Fl 4.00 12 :2 5 crin s- r 1`1 N N 2 A io- ►/ 1 3x4= 4 I 79-0 I 7-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.14 2-4 >620 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.36 2-4 >248 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TPI2007 (Matrix) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=214/0-2-5,2=525/0-5-8,4=75/Mechanical Max Horz 2=167(LC 10) Max Uplift3=-144(LC 14),2=-241(LC 10) Max Gray 3=270(LC 21),2=546(LC 21),4=149(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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 7-10-9 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;Partially 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 20.0 psf or 1.00 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`EO P R OFFss 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �� IGNG I N E-/4 �D 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift 1V' 2"9 only and does not consider lateral forces. Q 89200 P E r 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. "'-'7- CI Cr- -�L ,�OREGON� Cu tu Ai 70 i42° P..� 'gyRR1�-\- 6 EXPIRES: 12/31/2017 June 6,2016 1 I =r. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053877 18661_WESTWOOD-LOT_1-9605 Jack-Partial 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:08 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-yOlwJ1 Y_aKxDIB?alEtIzEBD711Jh3PhXuu2iz8wnz -2-6-0 4-1-10 7-9-0 9-11-11 2-6-0 4-1-10 3-7-6 2-2-11 Scale=1:24.5 4 IE 3 4.00 12 6 7 _M M r O C� r4 A2 r6:1 151 1 3x4= 5 I 7-9-0 7-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.14 2-5 >620 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.36 2-5 >248 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:28 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=0-3-0. (Ib)- Max Horz 2=197(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-231(LC 10),3=-186(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=536(LC 21),3=351(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. �EO P R OF-k- 7) FF 7)Refer to girder(s)for truss to truss connections. .\((' G j N E s/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. �J N o 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift , R * only and does not consider lateral forces. Q 89200 P E v- 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •G OREGON lv4cr <O -(4' 14 253 MER R I L R, EXPIRES: 12/31/2017 June 6,2016 t r WARNING-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 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/SP11 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053878 18661_WESTWOOD-LOT_1-0806 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:08 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-yOIwJ 1 Y_aKxDIB?alEtIzEC9711Jh3PhXuu2iz8wnz -2-6-0 4-1-10 1 7-9-0 I 11-11-11 � 2-6-0 4-1-10 3-7-6 4-2-11 Scale=1:28.4 4 4.00 12 3 6 O c5 2 a- 1 a. 3x4 = 5 I 7-9-0 I 7-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.14 2-5 >620 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.36 2-5 >248 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=0-3-0. (Ib)- Max Horz 2=227(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-220(LC 10),3=-228(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=528(LC 21),3=423(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 11-10-15 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;Partially 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 20.0 psf or 1.00 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 R FS' fit between the bottom chord and any other members. ,i1/40) ED OF 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. �Co NG'I1\14- s/0 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift 4� 9 only and does not consider lateral forces. Ct. 89200PE T"' 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Itiorde 74. �OREGON�� ((i /O Y14ZQ' 4/FRR11-'- e' EXPIRES: 12/31/2017 June 6,2016 1 ' 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 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053879 18661_WESTWOOD-LOT_1^0B07 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:09 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-QblIXNZckuSogvmB8016rBnM7 We_28JYwBeSa9z8wny I -2-6-0 I 4-1-10 I 7-9-0 I 13-11-11 2-6-0 4-1-10 3-7-8 6-2-11 Scale=1:32.3 4, ICod 0 4.00 12 6 3 m o_ r v 2 hq d N 1 3x4 = 5 7-9-0 I 7-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.14 2-5 >620 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.36 2-5 >248 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=0-3-0. (Ib)- Max Horz 2=257(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 4=-125(LC 10),2=-210(LC 10),3=-270(LC 14) Max Gray All reactions 250 lb or less at joint(s)5 except 4=275(LC 21),2=525(LC 1),3=489(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 13-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. ��GaED P R OFFsd' 7)Refer to girder(s)for truss to truss connections. ' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 lb uplift at joint 4. GJ �NGI NEF9 /O 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift only and does not consider lateral forces. �� 89200 P E 9r' 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / 41. Allo' 0 IT , OREGON X44/ <0 ,4}' 14 2P\ P-}- MER R 10- EXPIRES: -EXPIRES: 12/31/2017 June 6,2016 1 I .... WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053880 18661 WESTWOOD-LOT_1-01308 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:09 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Qbl IXNZckuSogvmB8016rBnNG We_28JYwBeSa9z8wny -2-6-0 I 4-1-10 I 7-9-0 l 15-11-11 I 2-6-0 4-1-10 3-7-6 8-2-11 Scale=1:36.3 5, I‘4' 4 4.00 12 7 r, f, M 3 cc0 2 rn � TT rhl -...a k 0 1 3x4= 6 I 7-9-0 I 7-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.14 2-6 >620 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.36 2-6 >248 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012ITPI2007 (Matrix) Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=0-3-0,4=0-1-8. (Ib)- Max Horz 2=287(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5 except 2=-200(LC 10),3=-226(LC 14),4=-166(LC 10) Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=525(LC 1),3=358(LC 21),4=366(LC 21) 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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 15-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. ��o) P R OFFS 7)Referegedhanifortrussto ctou(bconnes)oft �� ` �tJGINE-•9 �f1�0� 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 17 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,and 4.This connection is for c- 89200 P E C uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. /�� 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0 AZ 12, ,OREGON\� � <O q y 14 2.° P4 MRRIO- Q' EXPIRES: 12/31/2017 June 6,2016 t 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 M7el&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 MFre k" 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/7l1 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053881 18661_WESTWOOD-LOT_1-GB09 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:10 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-unsgkjaEVBafS3LNijHLOOJWgw_DnbZi9rN?7bz8wnx -2-6-0 4-1-10 7-9-0 17-11-11 2-6-0 4-1-10 3-7-6 10-2-11 Scale=1:40.2 4.00 12 6, 3x4% 9 5 4 8 3 • 0 Lf) 2 dll / 0 1 3x4= 7 7-9-0 7-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.14 2-7 >620 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 VertTL -0.36 2-7 >248 180 BCLTCDL L 0.0 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=0-3-0,5=0-1-8. (Ib)- Max Horz 2=317(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 6=-128(LC 10),2=-189(LC 10),3=-226(LC 14),5=-208(LC 10) Max Gray All reactions 250 lb or less at joint(s)7 except 6=294(LC 21),2=525(LC 1),3=340(LC 21),5=440(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 17-10-15 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;Partially 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 20.0 psf or 1.00 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. RED PR Ore 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. �Gj� �NG j N EE9 s/O2 7)Refer to girder(s)for truss to truss connections. �� 9 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. $9200 P E 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift at joint 6. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,and 5.This connection is for uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12_ OREGON 43 /O .1)- 14 20� P-} MER R I1-\- e' EXPIRES: 12/31/2017 June 6,2016 A WARNING-Verify 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 M7el&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/fPl1 Quality Criteria,DSB-89 and BCSI Banding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 Ni.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST • K2053882 18661 WESTWOOD-LOT_1-0810 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:10 2016 Page 1 ID.sxvAx4cXhshFg37Yrd6AKSz9_on-unsgkjaEVBafS3LNijHLOOJY?w_DnbZi9rN?7bz8wnx 1 -2-6-0 I 4-1-10 I 7-9-0 I 19-11-11 2-6-0 4-1-10 3-7-6 12-2-11 Scale=1:44.1 4.0012 7 Id 6 3x4 9 5 4 M ' tJ 11 O � 6 2 0 1 kini iira 3x4= 8 I 7-9-0 7-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.14 2-8 >620 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.36 2-8 >248 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 7 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:43 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=0-3-0,5=0-1-8,6=0-1-8. (Ib)- Max Horz 2=347(LC 10) Max Uplift All uplift 100 lb or less at joint(s)7 except 2=-179(LC 10),3=-226(LC 14),5=-163(LC 10),6=-169(LC 10) Max Gray All reactions 250 lb or less at joint(s)7,8 except 2=525(LC 1),3=337(LC 1),5=295(LC 21),6=395(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-259/140 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25f1;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 19-10-15 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ��`“) P R OFFS 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��'` GINE 9 s/2� 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 ...,...• N F Q fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. C ' 89200 P E t" 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. ��. -- , 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,5,and 6.This connection is for uplift only and does not consider lateral forces. Cr 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,6. OREGON �(/ 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -G ,SD. A, /O "c1}' (2- \'3 P MERRIO-6 EXPIRES: 12/31/2017 June 6,2016 t 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 the 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053883 18661_WESTWOOD-LOT_1-OB11 JACK-PARTIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:11 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-MzQ2y3asGVi W4DwaFQoawcsjlKKRW2prOV7Zf1 z8wnw 1 -2-6-0 1 4-1-10 I 7-9-0 I 21-11-11 I 2-6-0 4-1-10 3-7-6 14-2-11 Scale:1/4"=1' 4.00 12 8 7 . Ia 11 0 6 3x4 10 % 5 V 4 0 n Q o r'L r r r; sil m CI 2 6 1 ! 41111111/11 3x4 = 9 I 7-9-0 I 7-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.14 2-9 >620 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.36 2-9 >248 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 7 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=0-3-0,5=0-1-8,6=0-1-8. (Ib)- Max Horz 2=373(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 2=-170(LC 10),3=-227(LC 14),7=-174(LC 10),5=-163(LC 10),6=-151(LC 10) Max Gray All reactions 250 lb or less at joint(s)9 except 2=525(LC 1),3=337(LC 1),7=463(LC 21),5=263(LC 21), 6=329(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-286/146 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 21-11-11 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ,,EQ P R OFF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 61. 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 �Co ANG 1 N EF9 s/o fit between the bottom chord and any other members. �C9 ?i9 7)Refer to girder(s)for truss to truss connections. 89200 P E �' 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 7. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,5,and 6.This connection is for ../ /� uplift only and does not consider lateral forces. vil Cr 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,6. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -.574. 4„OREGON A, <0 gy142P P4 MER R 11-k- EXPIRES: 12/31/2017 June 6,2016 1 t AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7479 rev.10/03/2015 BEFORE USE. me Mt 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/TPII Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053884 18661_WESTWOOD-LOT_1-9612 JACK-PARTIAL 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:11 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-MzQ2y3asGViW4DwaFQoawcsiDKKRW2prOV7Zflz8wnw I -2-6-0 I 4-1-10 I 7-9-0 I 11-6-0 I 2-6-0 4-1-10 3-7-6 3-9-0 Scale=1:27.5 4 I8 A 4.00 12 3 7 6 ':-.' ; v 2di - 1 1 3x4= 5 I 7-9-0 I 7-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.14 2-5 >620 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.36 2-5 >248 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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(jt=length)2=0-5-8,5=Mechanical,3=0-3-0. (lb)- Max Horz 2=220(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-223(LC 10),3=-218(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=530(LC 21),3=407(LC 21) 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.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 11-5-4 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. '`c5`EO P R OFec, 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. GJ NG'N EF9 �� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for �� 2� aiiiir uplift only and does not consider lateral forces. Q 89200 P E <- 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /� � G OREGON ��Q /O .1)' 142-°1Q4 4,1 /3R11-k- 6 EXPIRES: 12/31/2017 June 6,2016 ter. A WARNING-Verity 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 bucking 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/19I1 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053885 18661_WESTWOOD-LOT_1-OD01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:12 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-qA_R90bU1pgNiNUmp8JpTpPxmkfmFV3_c9s6BTz8wnv I -2-6-0 I 1-11-11 I 4-9-12 8-0-0 2-6-0 1-11-11 2-10-0 I 3-2-4 Scale=1:19.9 4.00 12 3 i' S, 2 ii iiim ,4 Io JL24 JL24 JL24 1 5 6 7 IN 3x4 = 4 I 1-10-15 1-11111 8-0-0 I 1-10-15 0-0-12 6-0-5 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 0.40 Vert(LL) -0.16 2-4 >570 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.39 2-4 >238 180 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-88/Mechanical,2=433/0-5-8,4=72/Mechanical Max Horz 2=78(LC 6) Max Uplift3=-130(LC 16),2=-240(LC 6) Max Gray 3=88(LC 6),2=438(LC 17),4=150(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;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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. c),0 P R OFF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=130. �� is 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and ��GJ ANG I NEF9 s/� does not consider lateral forces. 2 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200P E 9r 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)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. .-APP/ 12)Fill all nail holes where hanger is in contact with lumber. e/' 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f LOAD CASE(S) Standard ,�OREGON �4/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /� *4), 14 2p# Uniform Loads(pit) Vert:1-3=-64,2-4=-20 MFR R I l�- fes Concentrated Loads(Ib) Vert:5=19(B)6=1(B)7=1(B) EXPIRES: 12/31/2017 June 6,2016 t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 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,DSS-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053886 18661 WESTWOOD-LOT_1-0002 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:12 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-qA_R9ObU1pgNiNUmp8JpTpPz7kf8FV3_c9s6BTz8wnv I -2-6-0 I 3-11-11 I 8-0-0 I 2-6-0 3-11-11 4-0-5 Scale=1:19.9 3 ,i 4.0012 6 n i ur u 5 2 Io d 1 4 3x4= I 3-10-15 3-11111 8-0-0 I 3-10-15 04-12 4-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-4 >225 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=53/Mechanical,2=434/0-5-8,4=77/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-44(LC 14),2=-207(LC 10) Max Gray 3=72(LC 21),2=444(LC 21),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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. ��ED P R OFF1 7)Refer to girder(s)for truss to truss connections. '\(<-1' .GIN:F:7° cS'j 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. � �N 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and �� .9does not consider lateral forces. Q 8920r 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • w40. OREGON '',.CC�G/O Y 14 '4°�Q'j- FiliRR1l-\- EXPIRES: 12/31/2017 June 6,2016 I I e. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MTekO 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053887 18661_WESTWOOD-LOT_1-11D03 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:56:13 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-IMYpMkc6o6yEJX3yNrg2?1x7K8?N_ylerpcfjwz8wnu I -2-6-0 I 5-11-11 I 8-0-0 I 2-6-0 5-11-11 2-0-5 Scale=1:19.9 3 ,' ,f 4.00 12 co ;•-•S6 A 5 2 a Io 1 Ilk, 3x4= 4 I 5-10-15 5-10011 8-0-0 1 5-10-15 0412 2-0-5 TCLLLOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-4 >225 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=140/Mechanical,2=476/0-5-8,4=77/Mechanical Max Horz 2=138(LC 10) Max Uplift3=-97(LC 14),2=-218(LC 10) Max Gray 3=177(LC 21),2=491(LC 21),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;Vutt=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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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. `�Ga .O PR R°Fe. 7)Refer to girder(s)for truss to truss connections. So 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. \C �NGI NE&- /o 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at it(s)2.This connection is for uplift only and ?i does not consider lateral forces. �� 89200 P E 9r 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. //• 4,,, Ix �lvCr 'O 9' 14 23\ P4 MFRRIL'- EXPIRES: 12/31/2017 June 6,2016 f r A WARNING-Verily 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 Mirek®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 QualIy Crleda,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053888 18661 WESTWOOD-LOT_1-0D04 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:13 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-IMYpMkc6o6yEJX3yNrg2?1x1 q8?Nyl8rpctjjwz8wnu -4-B-0 7-11-11 8-Q-0 2-6-0 7-11-11 0-0-5 Scale=1:19.9 3 S 1 4.00 1-1-2- m 5 N 2 ur Io 004 1 M/ 3x4= 4 I 7-11-11 81-0 7-11-11 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-4 >225 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=215/Mechanical,2=529/0-5-8,4=77/Mechanical Max Horz 2=168(LC 10) Max Uplift3=-144(LC 14),2=-240(LC 10) Max Gray 3=272(LC 21),2=550(LC 21),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;Vutt=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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 7-10-15 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;Partially 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 20.0 psf or 1.00 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. �0 D PROF ,,,, 7)Refer to girder(s)for truss to truss connections. ' _' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=144. �Co ANG(NEER /O 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 44:f 2'9 does not consider lateral forces. 4t-. 89200 P E r 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `,:•"•• • - � / - Q OREGON <174. ,� tx / <O gy14 '4°\ p.#M -R R 11-\- e' EXPIRES: 12/31/2017 June 6,2016 I A WARNING-Verity 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 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053889 18661_WESTWOOD-LOT_1-0005 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:13 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-IMYpMkc6o6yEJX3yNrg2?1x0d8?N_yl8rpwz8wnu I -2-6-0 I 8-0-0 I 9-1-11 1 2-6-0 8-0-0 1-1-11 Scale=1:22.8 4 a 3 �I Id 4.00 12 v 6 Iogliiiiilll m CS'2 rn it iiiiiiIIIIIIIIIIiiiioilliIIIIIIIIIIIIIIIIiiiiiiIIIIIIIIIIIIIIiiiiIIIIIIIIiiiiiiiio 6M 1 3x4= 5 I 8-0-0 I 8-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-5 >225 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. (lb)- Max Horz 2=185(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-237(LC 10),3=169(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=549(LC 21),3=320(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-0-15 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;Partially 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 20.0 psf or 1.00 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"" 0'- 8) P R oFFss 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �Cj NG I N FF 20 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. ,V. 9 29 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift 89200P E c only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. j� -4. , OREGON bn �lv� /O11y 14 201 4 MR1-x R 1 - 6 EXPIRES: 12/31/2017 June 6,2016 1 NEM A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.I W03/2015 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,notiiiii 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/TP11 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053890 18661 WESTWOOD-LOT 1-QP01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:14 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-nY6Ba4dIZO45xge9XZLHYEUHGXRX(PYH4TLDGMz8wnt I -2-6-0 I 1-11-11 I 4-0-0 I 2-6-0 1-11-11 2-0-5 Scale=1:12.6 Special 3 4.00 2 of 1 - Ici 5 JL24 4 1 3x4= I 1-10-15 1-11111 4-0-0 I 1-10-15 0-0-12 2-0-5 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) -0.02 2-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-98/Mechanical,2=407/0-5-8,4=37/Mechanical Max Horz 2=78(LC 6) Max Uplift3=-140(LC 16),2=-268(LC 6) Max Gray 3=159(LC 31),2=412(LC 17),4=74(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;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;Partially 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 20.0 psf or 1.00 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. 7)Refer to girder(s)for truss to truss connections. cE0 P R OFFS 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift �� GI NEF9 0-et only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to 89200 P E I-- back ' back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <g-�`' �iw • Cr LOAD CASE(S) Standard yGOREGON <(/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 / 4q 0� � P1 Uniform Loads(plf) Y 2 14 T Vert:1-3=-64,2-4=-20 MFR R I L�- Concentrated Loads(Ib) Vert:3=10(B)5=1(B) EXPIRES: 12/31/2017 June 6,2016 I MUM a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. iili- Design valid for use only with Mifeks 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 Criteda,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053891 18661_ ESTWOOD-LOT_1-0P02 Jack-Open 2 1 W Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:14 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-nY6Ba4dIZQ45xge9xZLHYEUJdXRfjPYH4TLDGMz8wnt 1 2-6-0 3-11-11 4_ 0 3-11-11 0-0-5 Scale=1:13.0 3 4.00 F1T M 6 2 5 cA6 4 1 3x4= 1 3-11-11 4-6t0 3-11-11 0-0-5 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 0.31 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.02 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Harz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=53/Mechanical,2=394/0-5-8,4=37/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-44(LC 14),2=-231(LC 10) Max Gray 3=72(LC 21),2=404(LC 21),4=74(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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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. ��EQ P(�OFFsrr 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift ��GJ �NG(NE�9 �g only and does not consider lateral forces. 1' 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - 89200 P E ,OREGON �4ci 'O :f' 14 2O\ P4 MSR R 10- 6 EXPIRES: 12/31/2017 June 6,2016 f t MIMI 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,notmg 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 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/TPl1 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053892 18661 WESTWOOD-LOT 1-OP03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:15 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-FIgZnQeNKkCyZgDLUGsW5S1TgxnuSsoR175moozBwns I -4-8-0 I 4-0.0 I 5-4-11 I 2-6-0 4-0-0 1-4-11 Scale:3/4"=1' 4 3 A 17 4.00 12 • 7 , . N 8 2 _ 5 1 3x4 = I 40-0 I 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.01 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(TL) -0.02 2-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. (Ib)- Max Horz 2=129(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,3 except 2=-224(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=403(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-3-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. �o O P R OFFS 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �C �NGI N -&- >� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for , ?* uplift only and does not consider lateral forces. Q :920 l 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - A OREGON �/0 /O 142.0 - M4 FRRIVA- 6 EXPIRES: 12/31/2017 June 6,2016 1 I M A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with MiTebS 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 MFrei( 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 Criteda,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053893 18661_WESTWOOD-LOT_1-0001 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:15 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-FIgZnQeNKkCyZgDLUGsW5S1S0xgDSsoRl75mooz8wns 1 -2-6-0 1 1-11-11 1 4-9-12 I 8-0-0 1 2-6-0 1-11-11 2-10-0 3-2-4 Scale=1:19.9 4.00 12 3 ,' 1 2 H - - a Jr JL24 JL24 JL24 1 'II 5 6 7 3x4 = 4 1 1-10-15 1-11111 8-0-0 1 1-10-15 0412 6-0-5 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 0.40 Vert(LL) -0.16 2-4 >570 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.53 Vert(TL) -0.41 2-4 >228 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-88/Mechanical,2=446/0-5-8,4=76/Mechanical Max Horz 2=78(LC 6) Max Uplift3=-130(LC 16),2=-244(LC 6) Max Gray 3=88(LC 6),2=452(LC 17),4=152(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;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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. �� PR OFF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=130. ,S(01' ts's 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and GJ ��G I NSF% �0 does not consider lateral forces. �� /L9 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 19200 P E 1' 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)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 front face of bottom chord. 41... 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). vO rt LOAD CASE(S) Standard -574. 4.J OREGON t* �� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 <O Y 14 ZOO` -j- Uniform Loads(plf) R LL �Q'' Vert:1-3=-64,2-4=-20 MqE Concentrated Loads(Ib) Vert:5=1(F)6=1(F)7=1(F) EXPIRES: 12/31/2017 June 6,2016 f I tin, A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED ABTEI(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 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053894 18661_WESTWOOD-LOT_1-0002 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:16 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_onjxEx?me?51KoA_oX2_NldfZf6L14BJ2aXmgKKFz8wnr 1 -2-6-0 I 3-11-11 I 8-0-0 I 2-6-0 3-11-11 4-0-5 Scale=1:19.9 3 J 4.00 I12 I:' 6 n 2 ur 5 a o- = 1 -"RP' 3x4 = 4 I 3-10-15 3-11111 8-0-0 I 3-10-15 0-6-12 4-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-4 >225 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=53/Mechanical,2=434/0-5-8,4=77/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-44(LC 14),2=-207(LC 10) Max Gray 3=72(LC 21),2=444(LC 21),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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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. ��EQ P R Opk-r, 7)Refer to girder(s)for truss to truss connections. '` m 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �C ANG'I N EFj9 Wo 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and LV' 2,9 does not consider lateral forces. cr 89200 P E r 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � G ,�OREGON14 �� lv� <O gY2° P+ MER F310- EXPIRES: 12/31/2017 June 6,2016 I r is A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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 ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Informalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST 18661 WESTWOOD-LOT_1-43003 K2053895 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:16 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-jxEx?me?51K0A oX2_NldrZeZL14BJ2aXmgKKFzewnr I -2-6-0 I 5-11-11 8-0-0 2-6-0 5-11-11 I 2-0-5 Scale=1:19.9 3 0 1 4.00 12 M rh 6 ry 5 2 us 1 dill ' G IdD 1 3x4= 4 I 5-10-15 5-1(11 8-0-0 5-10-15 0-0-12 2-0-5 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 0.35 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-4 >225 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight 23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=140/Mechanical,2=476/0-5-8,4=77/Mechanical Max Horz 2=138(LC 10) Max UpIift3=-97(LC 14),2=-218(LC 10) Max Gray 3=177(LC 21),2=491(LC 21),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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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. ��RED PR OFFS 7)Refer to girder(s)for truss to truss connections. 88)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. Gj Ai NEER S/O )One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4� 2 does not consider lateral forces. Q :9200P 9`" 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� G , OREGON Ix �t,V� <0 -9}' 14 20\ P-}- MFRRIVA- ' EXPIRES: 12/31/2017 June 6,2016 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. s- ., Design valid for use only with MiTekO 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/TP11 Qualtly Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053896 18661_WESTWOOD-LOT_1^0004 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:16 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_onjxEx?me?51KoA_oX2_NIdIZY3L14BJ2aXmgKKFz8wnr 7-11-11 8- 0 2-6-0 I 7-11-11 0-d-5 Scale=1:19.9 3 Q 4.00 12 ca 5 N 2ur S raD;TSO O ,/ 1 it 4 3x4= 7-11-11 8-9-0 7-11-11 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-4 >225 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012ITPI2007 (Matrix) Weight:26 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=215/Mechanical,2=529/0-5-8,4=77/Mechanical Max Horz 2=168(LC 10) Max Upli t3=-144(LC 14),2=-240(LC 10) Max Gray 3=272(LC 21),2=550(LC 21),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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 7-10-15 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;Partially 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 20.0 psf or 1.00 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 ��ED P R OFFS fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. < GINE :SS 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=144. �� v- FR 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and , 1' does not consider lateral forces. r 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200 P E- • O ON �Q4 7, ,0 fY142°\ V--.- M -RRIL\- EXPIRES: 12/31/2017 June 6,2016 II mom A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. 11111 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 bucking 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 BC51 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 WESTWOOD HOMES-LOT 19 VIEW CREST 18661_WESTWOOD-LOT_1^0005 Jack-Open 1 1 K2053897 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:17 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-B7nKC6fdsLSfo8Nkchv_At6ialNJwmlkmQatshz8wnq I22 6-0 I 8-0-0 1 9-1-3 8-0-0 1-1-3 Scale=1:22.7 4 h 3 i I 4.00 12 011 6 'S M 2 A LVod? 4 1 3x4= 5 I 8-0-0 1 8-0-0 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 0.78 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 2-5 >225 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. (Ib)- Max Horz 2=184(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-237(LC 10),3=-168(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=549(LC 21),3=318(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-0-7 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;Partially 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 20.0 psf or 1.00 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. `lLQtE) P R OFFS 7)Refer to girder(s)for truss to truss connections. S 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. .. , ANGI NE�9 /O 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. N 2 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift �� 2 9200P 91- only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. PIP,'‘' '' 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N �G 4 AZ OREGON 4Q -74. 'O qy 14 2.° 1>- 4 /11 /3R 11-k-EXPIRES: 12/31/2017 June 6,2016 1 1 milWARNING-Verifydesign �� g 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 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/T911 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053898 18661_WESTWOOD-LOT_1^OR01 JACK-OPEN GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:17 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-B7nKC6fdsLSfo8Nkchv_At6uEITYwmIkmQatshz8wnq I 1-11-11 I 3-8-0 I 1-11-11 1-8-5 Special Scale=1:7.8 2 4.00 12 1 cc.) 0 3 JL24 3x4= I 1-9-7 1-11613 3-8-0 I 1-9-7 0-0-12 1-9-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.01 1-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) -0.01 1-3 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:8 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 1=87/0-5-8,2=44/Mechanical,3=33/Mechanical Max Horz 1=30(LC 6) Max Uplift 1=-5(LC 6),2=-30(LC 6) Max Gray 1=87(LC 1),2=85(LC 43),3=67(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;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;Partially 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)Refer to girder(s)for truss to truss connections. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 2.This connection is for uplift DEQ P R�F�s only and does not consider lateral forces. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� GI N -,,,9, s/�9 9)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to front .GJ N Q face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. Q 89200 P E 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASES) Standard �— �� • 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) OREGON �<(! Vert:1-2=64,1-3=-2o G,O'�,gY 14 Sf3 P} Concentrated Loads(lb) Vert:2=10(F)4=1(F) MFR R I�-�- EXPIRES: 12/31/2017 June 6,2016 tr ®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 Mirekr&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/IP11 Quality Criteria.DSB-89 and SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053899 18661_WESTWOOD-LOT_1^GS01 Jack-Partial Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:18 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-fKLiQSgFdfaWQlywAPQDi4fzF9hwfDYt?4JQP7z8wnp I -2-6-0 I 1-4-6 11-11-11 1 4-9-12 I 8-0-0 1 2-6-0 1-4-6 0-7-6 2-10-0 3-2-4 Scale=1:19.9 4.00 12 3 o a 2 \/X fl 11 fl ri H fl JL24 JL24 JL24 1 X 5 6 7 3x4 = 4 1 1-10-15 1-11111 8-0-0 1 1-10-15 0-0-12 6-0-5 LOADING(psf] TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.16 2-4 >570 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(TL) -0.41 2-4 >228 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-88/Mechanical,2=446/0-5-8,4=76/Mechanical Max Horz 2=78(LC 6) Max Uplift3=-130(LC 16),2=-244(LC 6) Max Gray 3=88(LC 6),2=452(LC 17),4=152(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;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;Partially 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 20.0 psf or 1.00 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. 7)Refer to girder(s)for truss to truss connections. �E0 P R QPF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=130. tS' 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and �GJ� v,G(N E,,4 070„ does not consider lateral forces. ,� 2V-7..... 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)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 front face of bottom chord. 4P , 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). LOAD CASE(S) Standard -7/..... ,�OREGON�Ix �� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /O '9 y 14 Z° Q t'/ } Uniform Loads(plf) A. R'`A Vert:1-3=-64,2-4=-20 ' F Concentrated Loads(Ib) Vert:5=1(F)6=1(F)7=1(F) EXPIRES: 12/31/2017 June 6,2016 1 r WARNING-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 M7ek0 connectors.This design Is based only upon parameters shown,and is for an individual building component,not111 I, 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/TP11 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053900 18661_WESTWOOD-LOT_1-OS02 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:18 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-fKLiQSgFdfaWQlywAPODi4f1 w9iYfDYt?4JQP7z8wnp 2-4-6 1 3-11-11 1 8-0-0 I 2-4-6 1-7-6 4-0-5 Scale=1:15.2 2 4.00 12 4 1 3 3x4= 1 3-10-15 3-1(1)11 8-0-0 1 3-10-15 0-0-12 4-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.16 1-3 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 1-3 >225 180 TCDL 7.0 Rep Stress Incr. YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 1=195/0-5-8,2=118/Mechanical,3=77/Mechanical Max Horz 1=60(LC 10) Max Upliftl=-10(LC 10),2=-78(LC 10) Max Gray 1=195(LC 20),2=121(LC 20),3=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=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 3-10-15 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;Partially 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ::G P R�FE 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and �G (NEF9 s�O does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 44../ 2"9 e89200PE 110G , OREGON �lv/ /0 :9y 14 2O SFR R 10- EXPIRES: 12/31/2017 June 6,2016 4 r 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 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 muses and truss systems,see ANSI/TPD Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053901 18661_ ESTWOOD-LOT_1-131Jack-Open Girder 2 1 W Job Reference(optional) Pacifc Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:19 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-7Wv4dohtOyiNlSX6j6xSFIB8?Y8xOgnODk3_xZz8wno I -2-8-0 I 1-11-11 I 3-9-0 I 2-6-0 1-11-11 1-9-5 Scale=1:12.2 Special 3 \ 4.00 12 2 N O JO5 JL24 4 1 3x4= I 1-10-15 1-10111 3-9-0 I 1-10-15 0412 1-9-5 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 0.40 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.02 2-4 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-98/Mechanical,2=404/0-5-8,4=34/Mechanical Max Horz 2=78(LC 6) Max Uplift3=-140(LC 16),2=-269(LC 6) Max Gray 3=159(LC 31),2=410(LC 17),4=69(LC 5) 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=6.0psf;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;Partially 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 20.0 psf or 1.00 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. 7)Refer to girder(s)for truss to truss connections. RED P R Open 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at)t(s)3 and 2.This connection is for uplift cS only and does not consider lateral forces. �5 ANG I N N4.-i., /o 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,N? /L 10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to :9200 P E 91' front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. ,A0P .. . 12)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 OREGON 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 1L �! R A, 44.1 Uniform Loads(plf) /O '9 y 1 4 2°� P_l Vert:1-3=-64,2-4=-20 l' Concentrated Loads(Ib) MFR R 10- Vert:3=10(F)5=1(F) EXPIRES: 12/31/2017 June 6,2016 f 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 MiTeksE 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 Crierla,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053902 18661_WESTWOOD-LOT_1-OT02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:19 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-7Wv4dohtOyiNlSX6j6xSFIBAMY820gnODk3_xZz8wno I -2-6-0 I 11-1 3-9-0 O 2-11} 2-6-0 Scale=1:13.0 3 j 0 4.00 12 c, 6 n 2 5 05 oS 0 4 1 4410 3x4= I 39-0 I 3-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) -0.02 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:14 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=51/Mechanical,2=391/0-5-8,4=35/Mechanical Max Horz 2=107(LC 10) Max Uplift3=-43(LC 14),2=-233(LC 10) Max Gray 3=70(LC 21),2=401(LC 21),4=69(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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 3-10-9 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;Partially 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 20.0 psf or 1.00 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 ��ED P R O�FS fit between the bottom chord and any other members. 7)Refereto girder(s)for truss to truss connections.co. �� Gi NE 9 (' (9 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift �� N -- only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Cr- :9200 f 4111", 7OREGON ski¢ 1- 4,-1}' Y 14 2-C)\ P'�- R R 1 L\- EXPIRES: 12/31/2017 June 6,2016 rI 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 MTekr 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 MiT lek is always required for stability and to prevent collapse with possible personal injury and properly 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053903 18661_WESTWOOD-LOT_1-5T03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:20 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-biTSg7hV9GgEfb6lHpShoVkJZyUH771ASOoXTOzBwnn I -2-6-0 3-9-0 5-6-15 2-6-0 3-9-0 I 1-9-15 Scale=1:16.3 4PI to 3 4.00 •12 7 N 6 c7, N 2 5 1 ►, 3x4 = I 3-9-0 I 3-9-0 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 0.35 Vert(LL) -0.01 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.02 2-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=0-3-0. (Ib)- Max Horz 2=132(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,3 except 2=-224(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=396(LC 21) 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-6-3 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;Partially 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 20.0 psf or 1.00 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 PR OPE.c-) 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for �.J 04GI NEF,9 /r) uplift only and does not consider lateral forces. ,� * 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 89200P E r 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Y, , OREGON fit, <0 :9y 14 Z " P4 MER R I0- EXPIRES: 12/31/2017 June 6,2016 t r mi, WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weir®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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply WESTWOOD HOMES-LOT 19 VIEW CREST • K2053904 18661_WESTWOOD-LOT_1-OT04 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:20 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-biTSg7hV9GgEfb61HPShoVkBSy00771ASOoXTOzewnn 1 4-3-2 I 7-11-11 8--0 4-3-2 3-8-9 0-0-5 Scale=1:18.2 2 ri i 4.00 12 t' ', 6 M 5 4 N 1 a N I:1 ,/ 3 W 3x4= l 7-11-11 8- 0 7-11-11 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.16 1-3 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.41 1-3 >225 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 1=323/0-5-8,2=246/0-1-8,3=77/Mechanical Max Horz 1=119(LC 10) Max UpIift1=-73(LC 10),2=-161(LC 10) Max Gray 1=332(LC 20),2=280(LC 20),3=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=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)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-10-15 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;Partially 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.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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. ,a0 P R OFFS 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 2.This connection is for uplift SCG cS only and does not consider lateral forces. �,,N t, NEE' 1029 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200 P E t' 7 �4OREGON\b` ,`<Crcr <O qy 14 Z° p.4 MERRILA- EXPIRES: L-EXPIRES: 12/31/2017 June 6,2016 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Et Design valid for use only with Mirek®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/TP11 Quality CrPerla,DSB-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 Oty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053905 18661_WESTWOOD-LOT_1-0X01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:21 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-3v1g2Ti8waz5HIgVrXzwKjHTVMgAsaHJh2Y4?Szewnm I -2-6-0 I 1-11-11 I 4-0-0 I 2-6-0 1-11-11 2-0-5 Scale=1:12.6 Special 3 4.0012 2 d 5 JL24 4 1 3x4= I 1-10-15 1-10111 4-0-0 I 1-10-15 0-0-12 2-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) -0.02 2-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=-98/Mechanical,2=407/0-5-8,4=37/Mechanical Max Horz 2=78(LC 6) Max Uplift3=-140(LC 16),2=-268(LC 6) Max Gray 3=159(LC 31),2=412(LC 17),4=74(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;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;Partially 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 20.0 psf or 1.00 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. 7)Refer to girder(s)for truss to truss connections. �r0 PR OF� 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift tS only and does not consider lateral forces. §.0 0NG I N4-, s/O 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,� ?% 10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to G); 89200 P E l front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). II LOAD CASE(S) Standard OREGON lv� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15R Uniform Loads(plf) i0 9V 14 20� �- Concentrated Loads(lb)-4=-20 Ib)� 20 All)' %LL .e Vert:3=10(F)5=1(F) EXPIRES: 12/31/2017 June 6,2016 t , WARNING-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 a truss system.Before use,the building designer must verify the applicability of design parameters and property 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/TPII Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053906 18661_WESTWOOD-LOT_1-0X02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:21 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-3v1 g2Ti8waz5HIgVrXzwKjHVsMglsaHJh2Y4?Sz8wnm -2-6-0 3-11-11 4- 0 2-6-0 3-11-11 0-0:5 Scale=1:13.0 3 4.00 12 6 2 / 1II 5 3 4 1 3x4 3-11-11 4-9r0 3-11-11 04-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(TL) -0.02 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=53/Mechanical,2=394/0-5-8,4=37/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-44(LC 14),2=-231(LC 10) Max Gray 3=72(LC 21),2=404(LC 21),4=74(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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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 �� P R ES fit between the bottom chord and any other members. E� 0P 7)Refer To girder(s)for ctor truss te truss nded to connections. � IN 9 s/29 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift CO NAG F � only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E .40111!,- 741OREGON�� lv¢ /O :Y14 ° Q1- MFR2RIL`-6 EXPIRES: 12/31/2017 June 6,2016 � 1 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 MiTel&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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053907 18661_WESTWOOD-LOT_1-eol California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:22 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9 on-YSbDFpjmgtSyuvFhPEU9twpcjm6Vb?2TviHeYuz8wnl 1 -2-6-0 1 3-5-0 p-11-111 6-11-13 17-6-8 I 10-11-8 1 2-6-0 3-5-0 0-6-11 3-0-2 0-6-11 3-5-0 Scale=1:23.1 4x4 4x4 4.00 12 „ 1 o �} 5 2 vk <75 flri 9 Hfl � R H11 9 111 to 1 13 7 14 15 16 6 17 �� JL24 JL24 JL24 JL24 JL24 4x4= 1.5x4 II 1.5x4 I I 4x4= I 3-5-0 4-11--8 I 13-5-0 1 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 0.56 Vert(LL) -0.07 6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(5-2-11 max.):3-4. WEBS 2x4 DF Stud/Std 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) 5=553/0-5-8,2=773/0-5-8 Max Horz 2=63(LC 44) Max Uplift5=-125(LC 11),2=-286(LC 6) Max Gray 5=677(LC 29),2=1027(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1588/272,3-9=-1430/277,9-10=-1430/277,10-11=-1430/277,11-12=-1430/277, 4-12=-1430/277,4-5=-1551/256 BOT CHORD 2-13=-221/1446,7-13=-221/1446,7-14=-229/1430,14-15=-229/1430,15-16=-229/1430, 6-16=-229/1430,6-17=-217/1439,5-17=-217/1439 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;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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��Ep PR Ope non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. SCJ �CNGI NE -. /O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,C? /L 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 [r :9200P E V-7.../ fit between the bottom chord and any other members. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 2.This connection is for uplift only and does not consider lateral forces. 41111 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. sr OREGON LV 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the -9 left end to 8-10-12 to connect truss(es)to back face of bottom chord. G/O� 4 rLQ -�� Q- 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)129 lb down and 77 lb up at M'9 y FR R 11-\- 3-11-12,and 83 lb down and 78 lb up at 5-5-12,and 129 lb down and 77 lb up at 6-11-13 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12/31/2017 clgalecAnftirgandard June 6,2016 i r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7479 rev.10/03/2015 BEFORE USE. la 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST ` K2053907 18661_WESTWOOD-LOT_1-O01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:22 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-YSbDFpjmgtSyuvFhPEU9twpojm6Vb?2TviHeYuzBwnl 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=-64,4-5=-64,2-5=-20 Concentrated Loads(Ib) Vert:9=-80 10=-26 12=-80 13=-17(B)14=-17(B)15=-17(B)16=-17(B)17=-17(B) tt r.- AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mll 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053908 18661_WEST WOOD-LOT_1-802 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:23 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-OH9bT9kORBDpW3gtyy?OP8MgoAUOKSCc8MI B4Lz8wnk I -2-6-0 I 5-5-12 I 10-11-8 I 2-6-0 5-5-12 5-5-12 Scale=1:22.5 4x4= 3 4.00 F12- - 7 8 6 9 2 - 4 I '' - `A Icy o 1 ►, 3x4= 1.5x4 II 3x4= I 5-5-12 I 10-11-8 I 5-5-12 5-5-12 Plate Offsets(X.Y)- [2:0-1-6.Edge],[4:0-1-6.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.02 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.06 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz TL BCLL 0.0 * ( ) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=426/Mechanical,2=645/0-5-8 Max Horz 2=74(LC 10) Max Uplift4=-103(LC 11),2=-268(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-759/215,6-7=-696/217,3-7=-689/223,3-8=-685/228,8-9=-693/220,4-9=-747/220 BOT CHORD 2-5=-161/656,4-5=-161/656 NOTES- 1)Wind:ASCE 7-10;Vuft=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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-5-12,Exterior(2)5-5-12 to 8-5-12 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. R.0 P R OFF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c5' 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 N.., ANG]NEF9 sip fit between the bottom chord and any other members. ,� 2� 7)Refer to girder(s)for truss to truss connections. Q 89200P E• r' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=103. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and • does not consider lateral forces. • 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O ' , /0 l9 " 142-°\ Q'�' ei - 'yFR R 11- - EXPIRES: 12/31/2017 June 6,2016 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mll 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053909 18661_WESTWOOD-LOT_1-eHR CORNER RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:23 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-OH9bT9kORBDpW3gtyy?OP8MPVAXJKTnc8MIB4Lz8wnk I -3-6-7 5-6-6 5-p-114 7-7-8 3-6-7 5-6-6 0-2-9 1-10-10 Scale=1:21.9 4 3x4 i r/ 2.83 171i. 3x4% 3illAy T 3x4% ' 3x6 \\ 6 so5 2 111 r 6 I 5-6-6 5-6-6 Plate Offsets(X.Y)-- [2:0-2-8.Edge] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25,0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.02 2-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.01 2-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=226/0-7-6,3=131/0-2-2 Max Horz 2=64(LC 10) Max Uplift2=-160(LC 10),3=-75(LC 14) Max Gray 2=231(LC 20),3=170(LC 20) FORCES. (Ib)-Max.Camp./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 Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 7-7-8 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;Partially 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 ft between the bottom chord and any other members. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=160. �EP P R°Fe s 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. tS 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��\Gj �NGI NEF,9 /O2 Q 89200PE �� := 4CC OREGON�� oto /0 q y 14,2-9 P+ 1,-(4" R R I L.k- e' EXPIRES: 12/31/2017 June 6,2016 A I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. pig 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 bucking 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/TPII Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053910 18661_WESTWOOD-LOT_1-001 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:24 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-UTizgVkOCVLg8DP4WFXdyLvwTZIp3tWmNOmlcnz8wnj 1 -2-6-0 1 4-9-2 I 7-5-0 7111-111 10-4-13 19-11 13-7-6 I 18-4-8 1 20-10-8 1 2-6-0 4-9-2 2-7-14 0-6-11 2-5-2 0-6-11 2-7-14 4-9-2 2-6-0 Scale=1:39.7 4x6% 5x8 = 4.00 12 1.5x4 4 ljt 1' 1.5x4 i 15 3 11 6 t..4414 N A N N ro 2 7 I I I I I I I I I I I II I I I I I 01 IC. 16 17 18 10 19 20 21 9 22 23 24 I 8 0 3x8 = JL24 JL24 JL243x8= JL24 JL24 3x4= JL24 JL24 JL24 3x8= JL24 1 7-5-0 I 10-11-8 I 18-4-8 I 7-5-0 3-6-8 7-5-0 Plate Offsets(X.Y)-- [5:0-4-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.13 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.24 9-10 >897 180 TCDL 7.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.05 7 n/a n/a BCLL 0.0 * Code IBC2012/TP120070 BCDL 10.0 (Matrix) Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins,except BOT CHORD 2x6 DF 1800F 2.1E 2-0-0 oc purlins(3-0-4 max.):4-5. WEBS 2x4 DF Stud/Std 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=1488/0-5-8,7=1488/0-5-8 Max Horz 2=-64(LC 7) Max Uplift2=-324(LC 6),7=-324(LC 7) Max Gray 2=1888(LC 29),7=1888(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3742/475,3-11=-3487/386,4-11=-3412/392,4-12=-3300/406,12-13=-3300/406, 13-14=-3300/406,5-14=-3300/406,5-15=-3421/396,6-15=-3495/390,6-7=-3747/477 BOT CHORD 2-16=-431/3464,16-17=-431/3464,17-18=-431/3464,10-18=-431/3464,10-19=-299/3308, 19-20=-299/3308,20-21=-299/3308,9-21=-299/3308,9-22=-372/3469,22-23=-372/3469, 23-24=-372/3469,7-24=-372/3469 WEBS 3-10=-289/241,4-10=0/553,5-9=0/555,6-9=-290/241 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 _Eo P R OPe 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 -\� t.S's 3)Unbalanced snow loads have been considered for this design. GINE 9 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �C?`� N F O2� non-concurrent with other live loads. Q 89200 P E �' 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 /• fit between the bottom chord and any other members. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 7.This connection is for uplift �/ �OREGON � ��(/� onlyand does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. f y 14 2.6\ Q} 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. "`/&'R1111-\-• FR 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the R R 1 L left end to 16-3-12 to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 4 MINN WARNING-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 Mirek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e 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 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST • K2053910 18661_WESTWOOD-LOT_1-001 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:24 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-UTizgVkOCVLg8DP4WfXdyLvwTZIp3tWmN0mlcnz8wnj NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)243 lb down and 131 lb up at 7-11-12,and 275 lb down and 170 lb up at 9-2-4,and 243 lb down and 131 lb up at 10-4-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)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=-64,4-5=-64,5-8=-64,2-7=-20 Concentrated Loads(Ib) Vert:12=-194 13=-223 14=-194 16=-56(F)17=-57(F)18=-57(F)19=-57(F)20=-57(F)21=-57(F)22=-57(F)23=-57(F)24=-56(F) 4 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 1111 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/1PI1 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053911 18661_WESTWOOD-LOT_1-002 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:25 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ygGLurlezoTXIN_G4N2sVZRAIz44oKOvcgW19Dz5wni I -2-8-0 I 5-7-11 I 9-2-4 12-8-14 I 18-4-8 I 2-6-0 5-7-11 3-6-9 3-6-9 5-7-10 Scale=1:35.1 4x4= 4 4.0012 1.5x4 er 1.5x4 8 9 3 5 e. 010 11 2 6 N bPM ME " Ia 1 ►I 7 3x4= 3x8= 3x4= I 9-2-4 I 18-4-8 I 9-2-4 9-2-4 Plate Offsets(X,Y)- [2:0-1-6.Edge].[6:0-1-6.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.13 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.36 6-7 >605 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz TL 0.04 6 n/a n/a BCLL 0.0 * ( ) BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=746/Mechanical,2=947/0-5-8 Max Horz 2=92(LC 10) Max Uplift6=-182(LC 11),2=-336(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1593/397,3-8=-1240/260,4-8=-1197/269,4-9=-1230/280,5-9=-1245/271, 5-10=-1577/437,10-11=-1612/431,6-11=-1666/429 BOT CHORD 2-7=330/1444,6-7=367/1542 WEBS 4-7=-66/563,5-7=-541/290,3-7=-398/234 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 9-2-4,Exterior(2)9-2-4 to 12-2-4 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. _E1] PR OFF 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �� kk- I N SFR'S 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. �� fi9 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 fd between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=182. ,. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and o 41111F.1"-- , does not consider lateral forces. 172... 0- ON ., 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 'o '91' 142-°pp-+ MFR R 11-\- e' EXPIRES: 12/31/2017 June 6,2016 1 I ow a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with MTekSi 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 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 'WESTWOOD HOMES-LOT 19 VIEW CREST • K2053912 18661_WESTWOOD-LOT_1-003 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:26 2016 Page 1 }} ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Qsgj5BmGk6bONWZSe4Z51 m_JgNR8Xne2gKFrhgz8wnh 8 2-6-0 5-1-0 d-6-111 3-6-9 I 13-6-93 0-6-1 15-1 0 I Scale=1:36.2 4x4 4x4 4.0012 3x4= d 31R1 X n 12 13 fl H n 14 10 15 0 2 ,o 6 I 01 9 OM 8 7 8 3x6= 3x6= 3x4= 3x4= I 5-1-0 I 13-3-8 I 18-4-8 I 5-1-0 8-2-8 5-1-0 Plate Offsets(X.Y)- [2:0-1-6.Edge].[6:0-1-6.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.13 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.34 7-8 >638 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.06 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(4-6-6 max.):3-5. WEBS 2x4 DF Stud/Std 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 Installation guide. REACTIONS. (lb/size) 6=773/Mechanical,2=1011/0-5-8 Max Horz 2=71(LC 10) Max Uplift6=-216(LC 11),2=-383(LC 10) Max Grav6=837(LC 33),2=1208(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-2111/516,3-10=-2085/527,3-11=-1950/534,4-11=1950/534,4-12=-1981/514, 12-13=-1981/514,5-13=-1981/514,5-14=-2106/505,14-15=-2111/498,6-15=-2127/494 BOT CHORD 2-8=-462/1984,7-8=-624/2546,6-7=-439/2015 WEBS 3-8=-15/373,4-8=-641/316,4-7=-607/222,5-7=0/375 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-2-12,Exterior(2)5-2-12 to 17-4-10,Interior(1) 17-4-10 to 18-3-12 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 �ED P R OFF 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �� G]NE 9 s, 3)Unbalanced snow loads have been considered for this design. N -- 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ,� 2S� non-concurrent with other live loads. 89200 P E (- 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. AAP„011115110/. 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)Refer to girder(s)for truss to truss connections. A_OREGON ,_1:r9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=216. L Zj ,\Dr A, 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only 4O '9 Y 14 `ZD P# and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. MER R I L- 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)140 lb down and 122 lb up at 5-7-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 LQ1A5.18Jz ndard June 6,2016 f I mll A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 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/1P11 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053912 18661_WESTWOOD-LOT_1-003 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:26 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Qsgl5BmGk6bONWZSe4251 m_JgNR8Xne2gKFrhgz8wnh LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,5-6=-64,2-6=-20 Concentrated Loads(Ib) Vert:11=-90 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTebE connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053913 18661_WESTWOOD-LOT_1-004 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:58:27 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-u2061XnuVQjF?g8fBo4Ka_XTZnkbGDEC3_?PD6z8wng 1 -2-6-0 1 5-1-0 17-7-11 1 9-2-4 1 10-8-13 1 13-3-8 1 18-4-8 1 2-6-0 5-1-0 2-6-11 1-6-9 1-6-9 2-6-11 5-1-0 Scale=1:36.1 _ 4 7 4x8 4x8 4.00 12 13 3x4= 31 12 1519 14 15 ... 6 17 6 20 ,n 01 d 11 d 2 8 N Id al /c6 9 Imo// 3x8= 3x8= 3x4 = 3x4= 1 5-1-0 1 13-3-8 1 18-4-8 1 5-1-0 8-2-8 5-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.24 9-10 >911 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.47 9-10 >466 180 TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.09 8 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(3-3-10 max.):3-6. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. JOINTS 1 Brace at Jt(s):5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=922/Mechanical,2=1135/0-5-8 Max Horz 2=81(LC 60) Max UpIift8=-292(LC 11),2=-452(LC 10) Max Gray 8=1281(LC 33),2=1618(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-3384/1256,11-12=-3304/1263,3-12=-3243/1268,3-14=-3113/1393, 14-15=-3113/1393,5-15=-3113/1393,5-16=-3282/1599,16-17=-3282/1599, 6-17=-3282/1599,6-18=-3392/1463,18-19=-3442/1459,19-20=-3518/1458, 8-20=-3534/1452 BOT CHORD 2-10=-1281/3143,9-10=-1468/3675,8-9=-1371/3311 WEBS 3-10=-126/414,5-10=-750/598,5-9=-673/506,6-9=-105/395 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 7-7-11,Exterior(2)5-2-12 to 14-11-12,Interior(1) 9,0) P R OFF 14-11-12 to 18-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS 'SCG G)NE ss� for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� N -9 D2� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. $9200PE 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 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. 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 OREGON 44.1 fit between the bottom chord and any other members. _ 4, 8)Refer to girder(s)for truss to truss connections. 0 P 14 2 4 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=292. /�,q N 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only R R 10-- and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including 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. EXPI RES: 12/31/2017 Continued on page 2 June 6,2016 1 I mil A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7073 rev.10/03/2015 BEFORE USE. Design valid for use only with MTekE 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053913 18661_WESTWOOD-LOT_1^004 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 8 Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:27 2016 Page 2 ID:sxvAx4cXhshfg37Yrd6AKSz9_on-u2061XnuVQjF?g8fBo4Ka_XTZnkbGDEC3— ?PD6z8wng NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 64 lb up at 7-7-11 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=-64,3-6=-64,6-7=-64,6-8=-64,2-8=-20 Concentrated Loads(Ib) Vert:15=-55 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 Mirek0 connectors.This design k 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053914 18661_WESTWOOD-LOT_1-0HR CORNER RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:28 2016 Page 1 ID:SxvAx4cXhshFg37Yrd6AKSz9_on-MFyU WtoXGjrScgjr1VbZ6B3hhBEU?kOLlekylYzBwnf 11-2-4 1114112 12-10-6 3-6-7-3-6-7 I 11-2-4 0-2-8 1-5-10 Scale=1:27.4 3x4; 4 3x4= 3 I-, rig 2.83 12 3x4 - 3x4= 1 im 101 00 so 00 34.s-- 6 3x4SO ry 00 2 5 I 3x6 1� � 1 I 1124 I 11-2-4 Plate Offsets(X,Y)— 12:0-2-8.Edciel LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.19 2-3 >711 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.25 2-3 >534 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight:38 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr 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. REACTIONS. (lb/size) 2=307/0-7-6,3=218/0-2-2 Max Horz 2=92(LC 10) Max Uplift2=-197(LC 10),3=-128(LC 14) Max Gray 2=321(LC 20),3=284(LC 20) 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 Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 12-10-6 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;Partially 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=197, 3=128. 0.0 P R OFF 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 1S' 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �4V.,, .NGI NEF9 151/0 17 et 89200PE r .Liorie _ . ir OREGON �1, '9L/O Y 14 2-° 0- RRI1-\- EXPIRES: 12/31/2017 June 6,2016 f I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053915 18661_WESTWOOD-LOT_1-QG Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:28 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-MFyU WtoXGjr5cgjrlVbZ6B3axB9RjNLlekylYz8wnf I 2-5-8 1 3-0-3 1 3-8-0 I 2-5-8 0-6-11 0-7-13 4x4% Scale=1:9.7 4.00 12 4x1 2 rigr 8 1 r / e K d k 3x4= 7 5 4 JL26IF-TZ 3x4 II 3x4= I 2-5-8 I 3-8-0 2-5-8 1-2-8 Plate Offsets(XX)-- [1:0-3-6.Edgej.13:Edge.0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.01 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.02 1-5 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except BOT CHORD 2x6 DF 1800F 2.1E end verticals,and 2-0-0 oc purlins:2-3. WEBS 2x4 DF Stud/Std 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) 1=546/0-5-8,4=539/Mechanical Max Horz 1=32(LC 9) Max Uplift1=-149(LC 10),4=-160(LC 10) Max Gray 1=607(LC 25),4=586(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-500/114,2-6=420/120,3-6=-420/120 BOT CHORD 1-7=-112/452,5-7=-112/452,4-5=-107/420 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;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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q P R OFF 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 <V E 0:0 fit between the bottom chord and any other members. �tJG I N E^ /D 7)Refer to girder(s)for truss to truss connections. SCO' 19' 1, .57 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=160. Q 89200 P E• r- 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q al. • r� 12)Use USP JL26IF-TZ(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-10-4 from the left end to connect truss(es) yG 4 A 0- ON 441 to back face of bottom chord.Blocking required above the heel of the carried truss to reach full uplift capacity.(See MiTek's"Hanger , px A, Blocking Detail"for blocking installation.) /O '9 Y 14 2�1 Q+ 13)Fill all nail holes where hanger is in contact with lumber. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)64 lb down and 59 lb up at 3-0-3 MER R I0- 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). EXPIRES: 12/31/2017 LOAD CASE(S) Standard June 6,2016 Continued on page 2 t t MINIM 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 a 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/W11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053915 18661_WESTWOOD-LOT_1-BG Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:28 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-MFyUWtoXGjr5cgjrIVbZ6B3axB9r?jN LIekylYz8wnf LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,1-4=-20 Concentrated Loads(Ib) Vert:6=-5 7=-804(B) t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1111 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/TPIl Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053916 18661_WESTWOOD-LOT_1-eHR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:29 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-qR WsjCo911 zyE_I1 JC6ofPcrzaajkBGV W I U WI_z8wne I -3-6-7 I 4-2-2 4i4-p 8-3-3 I 12-10-7 I 3-6-7 4-2-2 0-2-7 3-10-10 4-7-4 Scale=1:32.4 5 2.83 ,2 ' I3 4 3x4= 7 3x4 = 3 . d 3x6 )) A 2 6 1 I 4-2-2 I 12-10-7 I 4-2-2 8-8-5 Plate Offsets(X,Y)— [2:0-2-8.Edge] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.05 4-5 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-7-6. (lb)- Max Horz 2=92(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,3,4 except 2=-154(LC 10) Max Gray All reactions 250 lb or less at joint(s)5,2,3,4 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 Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 12-9-6 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;Partially 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,3,4. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4 except(jt=lb) 2=154. P R 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,3,4. ,`C- OFFss 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��Ca . ‘..,4G,INE -,,,N EE9 /0 2 `414 89200PE 9c 74, ,OREGON oa Aw /0 '4}' 14 2-°\ P} MFRRIL\-- EXPIRES: 12/31/2017 June 6,2016 , -- 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 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053917 18661_WESTWOOD-LOT_1-SA01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:29 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-gRWsjCo911 zyE_I1 JC6ofPctl aaLkBGV WIU WI_z8wne 1 -2-6-0 I 1-11-11 2-Qt0 2-6-0 1-11-11 0-0:5 Scale=1:9.6 3 4.00 FIT 5 2 4 1 3x4 = 1-11-11 2-qto 1-11-11 o-OL5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=352/0-5-8,4=19/Mechanical,3=-47/Mechanical Max Horz 2=79(LC 10) Max Uplift2=-245(LC 10),3=-95(LC 20) Max Gray 2=355(LC 21),4=39(LC 5),3=57(LC 10) 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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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);Category11;Exp B;Partially 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 20.0 psf or 1.00 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. �j�EQ P R OF�CS, 7)Refer to girder(s)for truss to truss connections. � N G 1 N E,z 9 /2 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift �Gj only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 2 9200 P E 9r � G , OREGON a lv� 14 2 0— -R R 11-\- 6 EXPIRES: 12/31/2017 June 6,2016 � r 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 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053918 18661_WESTWOOD-LOT_1-6A02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:30 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Jd4ExYpnoL5ps8sDtwe1Cc821_waTeWelyD3gRz8wnd I -2-6-0 I 2-0-0 3-11-11 2-6-0 2-0-0 1-11-11 Scale=1:13.2 3 i d I 4.00 12 7 ro n r; 0 6 c, 2 11/ dd 5 i 1�' 0.1hill 3x4= 4 I 2-0.0 I 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 0.27 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=70/Mechanical,2=360/0-5-8,4=19/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-52(LC 14),2=-227(LC 10) Max Gray 3=89(LC 21),2=369(LC 21),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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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. w) PR R OFF S 7)Refer to girder(s)for truss to truss connections. c;Srs 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift n ) � GI NEF19 /° only and does not consider lateral forces. ,N 1� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - 89200PE l 4r . � Ix G 4OREGON �� /O ' 14 2-°'' Q-{' AD' 6 EXPIRES: 12/31/2017 June 6,2016 t I MINIM 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 MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not �h 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 b 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053919 18661_WESTWOOD-LOT_1^6A03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:30 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Jd4ExYpnoL5ps8sDtwe1Cc81i_waTeWelyD3gRz8wnd I -2-6-0 I2-0-0 I 5-11-11 I 2-6-0 2-0-0 3-11-11 Scale=1:17.3 3 >1 to 4.00 12 of 7 0, o 6 ,L N 5 2 11 i Will. 1 ►/ 3x4= 4 I 2-0.0 I 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=405/0-5-8,4=19/Mechanical Max Horz 2=138(LC 10) Max Uplift3=-103(LC 14),2=-242(LC 10) Max Gray 3=189(LC 21),2=420(LC 21),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=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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. �'a .0 PR 0FF-S, 7)Onfer toRT girder(s)c)nor tctorsre trussconnections. to c s. ��'` GI NE. 9 Wo 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift �5 N F � only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E �� ` �OREGON�� Q /O gY142-° P4 4/1 -\- EXPIRES: 12/31/2017 June 6,2016 f tr• 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 lilt 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 Qualtiy Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053920 18661_WESTWOOD-LOT_1-SB01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:31 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ngecBugPZeDgTIRQQd9GkqhDXOFpCSmn_czcMtzBwnc I -2-6-0 2-6-0 I 1-11-11 2-Qj0 1-11-11 0-0-5 Scale=1:9.6 3 4.00 12 5 Al/ co 2 O )( lE 4 1 3x4 = I 1-11-11 2-1j1j0 1-11-11 0-0.5 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 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=352/0-5-8,4=19/Mechanical,3=-47/Mechanical Max Horz 2=79(LC 10) Max Uplift2=-245(LC 10),3=-95(LC 20) Max Gray 2=355(LC 21),4=39(LC 5),3=57(LC 10) 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.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. �t�Q`�0 PR OFFS 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift ��5 �NG(NE�1.h si0 only and does not consider lateral forces. 2 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. C444 :9200 P E_ 9l 1411.P- 441IP �G , OREGON tx X44/ <O 4}' 14 2'3\ P-}- MFR RIO- , EXPIRES. IO- EXPIRES: 12/31/2017 June 6,2016 i I .-- 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 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/VII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST • K2053921 18661 WESTWOOD-LOT_1-6B02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:31 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ngecBugPZeDgTIRQQd9GkqhD20FpC5mn_czcMtzBwnc I -2-6-0 I 2-0-0 I3-11-11 I 2-6-0 2-0-0 1-11-11 Scale=1:13.2 3i Id 4.00 ,2 V7 cu ii r c 6 ul 5 2 1' ►/ 141111ki 3x4= 4 I 2-0.0 I 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=70/Mechanical,2=360/0-5-8,4=19/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-52(LC 14),2=-227(LC 10) Max Gray 3=89(LC 21),2=369(LC 21),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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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. ��ED PR OFFS 7)Refer T girder(s)c)nor tctors to truss nded to connections. ��'� GINE 9 c/�7 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift �G. N F Q only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200 P E �G �OREGONN� BVI <0 -9y 14 2 4 0 P MRR10- EXPIRES: 12/31/2017 June 6,2016 4 MINIM AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1•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 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 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 WESTW00D HOMES-LOT 19 VIEW CREST K2053922 18661_ ESTW00D-LOT_1^6603 Jack-Open 2 1 W Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:31 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ngec8ugPZeDgTIRQQd9GkghCSOFpC5mn_czcMtz5wnc I -2-6-0 2-0-0 I 5-11-11 2-6-0 2-0-0 3-11-11 Scale=1:17.3 3 I 1¢ 4.00 I e _ 7 e, N CS 6 N 5 r, 2 i 1 ►, 3x4= 4 2-0-0 I 2-0-0 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 0.37 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=405/0-5-8,4=19/Mechanical Max Horz 2=138(LC 10) Max Uplift3=-103(LC 14),2=-242(LC 10) Max Gray 3=189(LC 21),2=420(LC 21),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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. ��la D PR Ok-k-, 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift ,_GJ �NGI NF9 �� only and does not consider lateral forces. , 2'9 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200P E 3'G , OREGON tx tel, <0 l: - 14i2C)N la,P'}- MRRILA- EXPIRES: 12/31/2017 June 6,2016 f is.A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. r Design valid for use only with MiTeki 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 overall budding 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053923 18661 WESTWOOD-LOT_1-6D01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:32 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-FOB?MEr1KyLX5ROc_LgVH1EOHoaUxY?xDGiAuJz8wnb I -2-6-0 l 1-11-11 2-i0 2-6-0 1-11-11 0-0:5 Scale=1:9.6 3 4.005-2- 5 2 r. ..A.11.11.11i I2i Ki 4 1 _AM: 3x4 = I 1-11-11 2-010 1-11-11 0-0:5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(TL) 0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=351/0-5-8,4=-26/Mechanical Max Horz 2=89(LC 10) Max Uplift2=-257(LC 10),4=-26(LC 1) Max Grav2=355(LC 21),4=51(LC 10) 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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-11 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;Partially 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 20.0 psf or 1.00 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. �sE p P R open 7)Refer to girder(s)for truss to truss connections. ��c,,,-<<" ` �C. G'N E 9 cs/2 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift N.. N F Q only and does not consider lateral forces. -9 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. CC. :920 r" yOREGONtx � �c 74. 41., Y 14 2-O\ } 41 - R11-\-s?''R EXPIRES: 12/31/2017 June 6,2016 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MiTehE 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/T911 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST 1(2053924 18661_WESTWOOD-LOT_1-6D02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:32 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-FOB?MEr1KyLX5R0c_LgVH1E0oob2xY?xDGiAuJz8wnb I -2-6-0 2-0-0 I 3-11-11 I 2-6-0 2-0-0 1-11-11 Scale=1:13.2 3 4 Ii: 4.00 12 O 7 M r.. o r 6 rA 2 5 "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 0.27 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=70/Mechanical,2=360/0-5-8,4=19/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-52(LC 14),2=-227(LC 10) Max Gray 3=89(LC 21),2=369(LC 21),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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. ��EO P R Opk-, 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift CJ 0NG I N EF9 ‘-'/,1 only and does not consider lateral forces. ,N 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200 P E '91- , OREGON �lv� 'O D' 14 20� P-�-. MERRIL\- Q' EXPIRES: 12/31/2017 June 6,2016 t r... WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Mirek®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 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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053925 18661 WESTWOOD-LOT 1-6D03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:33 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-jCINZarf5GTOjbboY2BkpFmYyCxHg?F4RwSjRmz8wna I -2-6-0 I 2-0-0 I 5-11-11 I 2-6-0 2-0-0 3-11-11 Scale=1:17.3 3 I � IO 4.00 12 ro 7 cl o N 6N 5 2 051 '1 c51 1 ,, 3x4= 4 I 2-0-0 I 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 " Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=152/Mechanical,2=405/0-5-8,4=19/Mechanical Max Horz 2=138(LC 10) Max Uplift3=-103(LC 14),2=-242(LC 10) Max Gray 3=189(LC 21),2=420(LC 21),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. �o.�.) P R OFF. 7)Refer T girder(s)for torsre trussconnections.o ��'� G�NE •••,,7, cS<0 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift �GJ N � only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1 .. 89200 P E f OREGON c., 4/2 �? 'S'G/O Y 14 2°�Q4 iliRRILA- EXPIRES: 12/31/2017 June 6,2016 1 la 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 MFrek` 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/T911 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053926 18661_WESTWOOD-LOT_1-6D03A Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:33 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-jCINZarf5GTOjbboY2BkpFm WMCxHg?F4RwSjRmzawna I 2-0-0 I 5-11-11 2-0-0 3-11-11 Scale=1:15.0 2 4.00 12 11Io 6 5 o,7) 4 r 1 Piji,iii_AIIIIMia '/ -/ 3x4= 3 I 2-o-0 I 2-0-0 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 0.47 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 1=207/0-5-8,2=188/Mechanical,3=19/Mechanical Max Horz 1=90(LC 10) Max Upliftl=-80(LC 10),2=-122(LC 10) Max Gray 1=211(LC 21),2=206(LC 21),3=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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-9 to 3-0-9,Interior(1)3-0-9 to 5-10-15 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;Partially 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)Refer to girder(s)for truss to truss connections. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 2.This connection is for uplift ,0 P R OFF only and does not consider lateral forces. <(' tJGI NE�9 s, 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5 2 `rte 89200PE 9r' �G ,�OREGON �(ve 7 :9)- 14 2.�' P-4- MRRI0- 6 EXPIRES: 12/31/2017 June 6,2016 t , WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ebS connectors.This design h 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/TM Quality Criteria,DSB-89 and SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053927 18661_WESTWOOD-LOT_1-GG Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:34 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-BPJInwsHsZbFKIA?6mizMSJfTb5aPDGEgaBGzCz8wnZ 4-2-4 I 3-9-0 3-10-12 14-6-11 1 8-0-0 3-9-0 0-1-1k 0-4-7 3-5-5 0-38 Scale=1:15.7 8x12= \ / 3x4 I I 4.00 12 X 3 S 8 9 10 1 rn a5 1 e L . �� 11 12 JUS26 ♦ 5x6 7 5x8 I I 6 JL26IF-TZ HUS26 5x8= 5 I 3-9-0 1 4-2-4 1 5-0-0 I 3-9-0 0-5-4 3-9-12 Plate Offsets(X,Y)-- [1:0-4-10.0-0-3],[2:0-7-3,0-2-1L[6:0-2-4.0-2-8].17:0-4-12.0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.06 7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.10 6-7 >861 180 TCDL 7.0 Rep Stress Ina- NO WB 0.98 Horz(TL) 0.02 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr`Except* TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins,except T2:2x6 DF 1800F 2.1E 2-0-0 oc purlins(6-0-0 max.):2-4. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std'Except' MiTek recommends that Stabilizers and required cross bracing W2:2x6 DF 1800F 2.1E be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1706/0-5-8,6=1886/Mechanical Max Horz 1=54(LC 38) Max Uplift 1=-458(LC 6),6=-514(LC 6) Max Gray 1=1822(LC 25),6=1895(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-3989/987,2-8=3917/991 BOT CHORD 1-11=-958/3728,7-11=-958/3728,7-12=-855/3250,6-12=-855/3250 WEBS 2-7=-469/2161,2-6=-3480/915 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. (1�F) P R OF�CS 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,C..? � [N 9 s/2 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 SCJ F 0 fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. Q :9200P 'Dl 8)Provide metal plate or equivalent at bearing(s)6 to support reaction shown. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)6=514. ` 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only /� and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OREGON 41// 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 74. 4 I A, 13)Use USP JUS26(With 10d nails into Girder&10d nails into Truss)or equivalent at 2-2-4 from the left end to connect truss(es)to back /Q '(4' 14 2-Q7% P# face of bottom chord. MF 14)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent at 4-2-4 from the left end to connect truss(es)to back R R 1L face of bottom chord. 15)Use USP JL26IF-TZ(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 6-2-4 from the left end to connect truss(es) to backkface of bottom chord.Blocking required above the heel of the carried truss to reach full uplift capacity.(See MiTek's"Hanger EXPIRES: 12/31/2017 Continued on pagel'Zfor blocking installation.) June 6,2016 t r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MB. 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/TP11 Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053927 18661_WESTWOOD-LOT_1-6G Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:34 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-BPJInwsHsZbFKIA?6mizMSJffb5aPDGEgaBGzCz8wnZ NOTES- 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)112 lb down and 88 lb up at 4-6-12,and 130 lb down and 101 lb up at 6-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 18)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:1-2=-64,2-4=-64,1-5=-20 Concentrated Loads(Ib) Vert:7=-1261(B)9=-63 10=-73 11=-726(B)12=-817(B) t t 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 Mack®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/TPII Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053928 18661_WESTWOOD-LOT_1-6HR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16.58:34 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-BPJInwsHsZbFKIA?6mizMSJi0bHuPSVEgaBGzCz8wnZ I -3-6-7 I 6-4-5 61-12 11-6-14 I 13-11-8 I 3-6-7 6-4-5 0-2-7 5-0-2 2-4-10 Scale=1:34.1 5 2.83172— 3 4 To 3x4 1 3x4% n3x4% 3x4 b �.�.� a 3x6 11 e*r. ✓'� �/ N 6 ✓ rsi2 . 1 I 6-4-5 I 6-4-5 Plate Offsets(X.Y)— [2:0-2-8.Edge] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.02 3-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.02 3-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr 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. REACTIONS. (lb/size) 2=246/0-7-6,3=132/0-2-2,4=182/0-4-4 Max Holz 2=97(LC 10) Max Uplift2=-162(LC 10),3=-85(LC 14),4=-100(LC 10) Max Gray 2=246(LC 1),3=153(LC 20),4=250(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=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 Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 13-11-8 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;Partially 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)Bearing at joint(s)2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=162. ,-(1,0 P R OPE- s 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ' ra. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �e_Gj 04G[NEER /„ 4C- 89200PE yL A OREGON � �l4/� <O9 y' 14 2O\ P} MER R 11-x-0 EXPIRES: 12/31/2017 June 6,2016 1 rm A 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 M1el&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/Ulf Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053929 18661_WESTWOOD-L07_1-6P01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:35 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-fbt7_Gtwdtj6yvlBfTDCugsvX?dl8vINvExgVezBwny I 2-6-0 6-0 I 1-11-11 2-Q40 1-11-11 0-0.5 Scale=1:9.6 3 4.00 12 5 2 )( i'l 4 1 3x4 =- I I 1-11-11 2-010 1-11-11 045 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 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=352/0-5-8,4=19/Mechanical,3=-47/Mechanical Max Horz 2=79(LC 10) Max Uplift2=-245(LC 10),3=-95(LC 20) Max Gray 2=355(LC 21),4=39(LC 5),3=57(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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;Partially 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 20.0 psf or 1.00 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. ��EO P R OFFss 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift NGJ v, NEFR Z only and does not consider lateral forces. ,� 2 9)"Semi-rigid pftchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - 89200 P E 9l ,411Pv • 7 4,OREGON �1? /0 l9r142.0' P# MFR R 11-A- 0 EXPIRES: 12/31/2017 June 6,2016 I , mg WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/09/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design k 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/TPII Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053930 18661_WESTWOOD-LOT_1-SQ01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:35 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-fbt7_Gtwdtj6yvlBfTDCugsvX?d18vINVExgVez8wnY I -2-6-0 I 1-11-11 2- 0 2-6-0 1-11-11 13-13L5 Scale=1:9.6 f)( 3 4.00 12 5 d 2 1 to 4 1 3x4= I 1-11-11 2-9to 1-11-11 045 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 OF No.1&Btr 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=352/0-5-8,4=19/Mechanical,3=-47/Mechanical Max Horz 2=79(LC 10) Max Uplift2=-245(LC 10),3=-95(LC 20) Max Grav2=355(LC 21),4=39(LC 5),3=57(LC 10) 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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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;Partially 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 20.0 psf or 1.00 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 'r� fit between the bottom chord and any other members. �11�V P R OFFS 7)Refer to girder(s)for truss to truss connections. ��'� C�� GINE 9 �f'�2 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift NCJ N F O only and does not consider lateral forces. .9 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. G1; :9200Pr- 12.... 4,OREGON �� lv� i0 gY14 2-43\1). p p4 MEARILA-6 EXPIRES: 12/31/2017 June 6,2016 t r ...- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. is Design valid for use only with MTeke 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/1141 Qualify Criteda,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053931 18661_ ESTWOOD-LOT_1-6Q02 Jack-Open 2 1 W Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:36 2016 Page 1 ID:SxvAx4cXhshFg37Yrd6AKSz9_on-7nRVBcuYNBrza3KNDAkRRtO3nPz_tM?X7ugN14z8wnX I -2-6-0 I 2-0-0 I 3-11-11 2-6-0 2-0-0 1-11-11 Scale=1:13.2 3 Id 4.00 12 e 7 ce rt, o n 6 05 2 6 5 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 0.27 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=70/Mechanical,2=360/0-5-8,4=19/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-52(LC 14),2=-227(LC 10) Max Gray 3=89(LC 21),2=369(LC 21),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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 3-10-15 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;Partially 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 20.0 psf or 1.00 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. ��t�EO PR R OFess 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift ��CD �NGI '4 /0 only and does not consider lateral forces. 2 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. $9200 P E 9t' 4r.- 10. -;-' ' - arr 12, OREGON ,c,144/ '0 Al4- 14 2°\ 4 MFR R 11-x- e'P EXPIRES: 12/31/2017 June 6,2016 1 I mom WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with WOO®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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal injury and properly 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053932 18661_WESTWOOD-LOT_1-6003 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:36 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-7nRVBcuYNBrza3KNDAkRRtO2BPz_tM?X7ugN14z8wnX -2-6-0 I 2-0-0 I 5-11-11 I 2-6-0 2-0-0 3-11-11 Scale=1:17.3 3 11 to 4.00 12 7 0 Cii o 7s 6 5 :16' 51 2 i 1_ 111.111.01 1 ,/ 3x4= 4 I 2-0-0 I 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BOLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=20% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=405/0-5-8,4=19/Mechanical Max Horz 2=138(LC 10) Max Uplift3=-103(LC 14),2=-242(LC 10) Max Gray 3=189(LC 21),2=420(LC 21),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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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 fit between the bottom chord and any other members. �o .O PR Ope 7)Refer to girder(s)for truss to truss connections. �� G I N E 9 t/ 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift SCJ N F Q only and does not consider lateral forces. 17 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Ct. 89200 P E C 4. vs G> OREGONIx �lv �O Y 14 `1Q:\ Q-}' /lieRRIL\- EXPIRES: 12/31/2017 June 6,2016 f r r. , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. mit 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 bucking 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 SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053933 18661_WESTWOOD-LOT_1-6R01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:36 2016 Page 1 ID:sxvAx4CXhshFg37Yrd6AKSz9_on-7n RV BcuYN Brza3KN DAkRRt03GPz_tM?X7ugN 14z8wnX I -2-6-0 2-6-0 I 1-11-11 2-i0 1-11-11 0-0:5 Scale=1:9.6 3 /1)( 4.00 12 5 cl d 2 )( I� 4 1 3x4 = I 1-11-11 2-6t0 1-11-11 0-0-5 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 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Ina' YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=352/0-5-8,4=19/Mechanical,3=-47/Mechanical Max Hors 2=79(LC 10) Max Uplift2=-245(LC 10),3=-95(LC 20) Max Gray 2=355(LC 21),4=39(LC 5),3=57(LC 10) FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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;Partially 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 20.0 psf or 1.00 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. E0 PROF 7)Refer to girder(s)for truss to truss connections. - F 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift N., .A 8) NE�C9 si0,_ only and does not consider lateral forces. , 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E 9l tir.. 4 . 72_ , OREGON �lV� 'O y14 Z00 P} AllFR R 11-\- 6 EXPIRES: 12/31/2017 June 6,2016 r r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7479 rev.10Po9/2015 BEFORE USE. II Design valid for use only with MiTekB 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/TPIl Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply VVESTWOOD HOMES-LOT 19 VIEW CREST ' K2053934 18661 WESTWOOD-LOT_1-6S01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:37 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-b_?uPyvABU_gBDvanuGg_5xE0pIDbpFgMYQxaXzBwnW I -2-8-0 I 1-11-11 2-010 2-60 1-11-11 0-015 Scale=1:9.6 3 4.0012 5 2 1 )( 1°4 4 1 44110 3x4 = I 1-11-11 2-¢r0 1-11-11 0-0:5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bir TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=352/0-5-8,4=19/Mechanical,3=-47/Mechanical Max Horz 2=79(LC 10) Max Uplift2=-245(LC 10),3=-95(LC 20) Max Gray 2=355(LC 21),4=39(LC 5),3=57(LC 10) 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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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;Partially 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 20.0 psf or 1.00 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. ' .8‘49G2 �Ed P R OFFS, 7)Refer T girder(s)for tors to commruss ended to connections. �N-.7 GINE 9 cSj2� 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift �� N F Q only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q $g200PE f ,--ILMO7 ;..........-Z-----,-. OREGON a �lip w �G,OMy 14 ZD�4 ERRIO- EXPIRES: 12/31/2017 June 6,2016 I pa- AWARNING-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 Wield)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/M1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053935 18661_WESTWOOD-LOT_1^6502 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:37 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-b_?uPyvA8U_gBDvanuGg_5xEXplDbpFgMYQxayz8wnW I -2-6-0 I 2-0-0 I 3-11-11 I 2-6-0 2-0-0 1-11-11 Scale=1:13.2 3 �►11 1 I 4.00 1-1-2- :2 12M 7 M o r' 6 c5 2 ro 5 i o ,/ 1 A 3x4= 4 I 2-0.0 1 2-0-0 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 0.27 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=70/Mechanical,2=360/0-5-8,4=19/Mechanical Max Horz 2=108(LC 10) Max Uplift3=-52(LC 14),2=-227(LC 10) Max Grav 3=89(LC 21),2=369(LC 21),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;Vu@=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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 3-10-15 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 Il;Exp B;Partially 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 20.0 psf or 1.00 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. ��o D P R OFF`Sd' 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift _GJ 0NGI NEF,9 z only and does not consider lateral forces. �� 2'9 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200 P E r 0. - ,OREGON y 44 1 <O i I' 14 2-° --k MFR R 11-k- EXPIRES: 12/31/2017 June 6,2016 I • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/09/2015 BEFORE USE. Design vatd 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053936 18661 WESTWOOD-LOT_1-6S03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:38 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-4AZGcHvovo6hpMUmLbnvWIUPmDeSKGUpbC9U6zz8wnV I -2-6-0 I 2-0-0 I 5-11-11 I 2-6-0 2-0-0 3-11-11 Scale=1:17.3 4Oj la 3 4.00 12 1.1 8 /1m 0 05 O N ] N 1 6 051 2IlEllMlai of \" 1 ,/ 3x4= 5 I 2-0-0 1 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. (Ib)- Max Horz 2=138(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,3 except 2=-224(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=382(LC 21) 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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 5-10-15 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;Partially 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 20.0 psf or 1.00 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 ft between the bottom chord and any other members. ��`ED P R opE. 7)Refer to girder(s)for truss to truss connections. \c_'� �tJG I N E�9 S- 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for �� 1/9 uplift only and does not consider lateral forces. 4-(-- 10) 89200 P E �" 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,- A OREGON�� <v� /O -‘4' 14 20 -..k-• 41 EXPIRES: 12/31/2017 June 6,2016 1 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 Mieel&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/TP11 Quality Criteda,DSB-89 and SCSI BuBding 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053937 18661_WESTWOOD-LOT_1-ST01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:38 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-4AZGcHvovo6hpMUmLbnvWIUPmDeSKGUpbC9U6zz8wnV -2-6-0 l 1-11-11 211j0 2-6-0 1-11-11 0-0-5 Scale=1:9.6 3 4.00 12 5 2 0 Id 4 1 3x4 = 1-11-11 2-010 1-11-11 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=352/0-5-8,4=19/Mechanical,3=-47/Mechanical Max Horz 2=79(LC 10) Max Uplift2=-245(LC 10),3=-95(LC 20) Max Gray 2=355(LC 21),4=39(LC 5),3=57(LC 10) 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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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;Partially 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 20.0 psf or 1.00 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� P R Open 7)Refer to girder(s)for truss to truss connections. • 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift �) NGI E s/p only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200NP E• y �0�ONa w� <4 -44' 14 2C3 MRR EXPIRES: 12/31/2017 June 6,2016 f , MINN WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weir®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 Building Component 250 Klug Circle Safety Informatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053938 18661_WESTWOOD-LOT_1-6X01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:58:39 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-YM6egdwQg6EYRW3yuJ I83WOaWc_h3jkzgsvl ePz8wnU I -2-6-o i 1-11-11 2-6t0 2-6-0 1-11-11 0-0-5 Scale=1:9.6 3 ,X 4.00 12 5 2 l05 d 4 1 3x4 = I 1-11-11 2- 0 1-11-11 0-0L5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=352/0-5-8,4=19/Mechanical,3=-47/Mechanical Max Horz 2=79(LC 10) Max Uplift2=-245(LC 10),3=-95(LC 20) Max Gray 2=355(LC 21),4=39(LC 5),3=57(LC 10) 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)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 1-11-9 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;Partially 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 20.0 psf or 1.00 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 P R OFtc�, 7)Refer to girder(s)for truss to truss connections. �� GINE . s/2 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift �GJ N F only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. $9200 P E '9l �G , OREGON lv� <O 4}' 14 2°b. P-S- MFR R 10- EXPIRES: 12/31/2017 June 6,2016 / NI. A WARNING-Verily design parameters and READ NOTES ON TMS 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 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 SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053939 18661_WESTWOOD-LOT_1^cc01 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:39 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-YM6egdwQg6EYRW3yuJ I83 WOVDcxh3j_zgsv1 ePzBwnU I -2-6-0 I 5-8-0 I 8-0-0 I 2-6-0 5-8-0 2-4-0 Scale=1:19.9 4x4= 3 3x4 I I 4.00 12 q 5 9 e 2 _ - '- ur d -� 1 ♦ 8 1.5x4 II 3x4= 6 3x4 II I 4-3-2 I 5-8-0 I 8-0-0 I 4-3-2 1-4-14 2-4-0 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 0.58 Vert(LL) -0.03 2-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(TL) -0.08 2-8 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.05 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std 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=521/0-5-8,7=306/Mechanical Max Horz 2=82(LC 10) Max Uplift2=-252(LC 10),7=-62(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-294/78,3-4=-260/113 NOTES- 1)Wind:ASCE 7-10;Vutt=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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-8-0,Exterior(2)5-8-0 to 8-0-0 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;Partially 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 20.0 psf or 1.00 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. Q\ P R()Fe 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 I N R s fit between the bottom chord and any other members. Gj G E /� 7)Refer to girder(s)for truss to truss connections. �� N 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb upliftat joint(s)7. Q 89200 PE r 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. /� 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,_. `' ,• , OREGON 4/4 <O lc - 14 '1°'� P4 MFRRILA- EXPIRES: -EXPIRES: 12/31/2017 June 6,2016 t I NI 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 k 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST - K2053940 18661_WESTWOOD-LOT_1-1 G California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:41 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-UIEOFJygCjUFggCL0kKc8x6wJQXRXVUGH908j Iz8wnS 1 3-2-0 13-8-11 1 5-8-0 I 7-7-5 1 8-2-0 1 11-4-0 1 13-10-0 I 3-2-0 0-6-11 1-11-5 1-11-5 0-6-11 3-2-0 2-6-0 Scale=1:23.5 4.00 12 5x8 = = 1.5x4 II 5x8 Special „ 3 ►, Special wl, 5 fi 11 - 1111 1111 fl 11 -o 11 1 15 I ' Cr _ 6 3x8= 16 17 18 19 20 9 8 7 6 HUS26 J1.24 JL24 JL24 JL24 3x8 II 4x8= 3x8 II 3x8= HUS26 JL24 I 3-P-0 I 5-8-0 1 8-2-0 1 11-4-0 I 3-2-0 2-6-0 2-6-0 3-2-0 Plate Offsets(X.Y)-- [2:0-4-0,0-1-8].[4:0-4-0.0-1-8].[7:0-4-12.0-1-8].[9:0-4-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.09 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.16 8-9 >810 180 TCDL 7.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins,except BOT CHORD 2x6 DF 1800F 2.1E 2-0-0 oc purlins(5-10-0 max.):2-4. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=2964/0-5-8,5=1494/0-5-8 Max Horz 1=-66(LC 45) Max Upliftl=-766(LC 10),5=-482(LC 7) Max Gray 1=3102(LC 29),5=1761(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7632/1883,2-10=-5795/1448,10-11=-5795/1448,11-12=-5795/1448, 3-12=-5795/1448,3-13=-5795/1448,13-14=-5795/1448,4-14=-5795/1448,4-5=-3892/928 BOT CHORD 1-16=-1785/7294,16-17=-1785/7294,9-17=-1785/7294,9-18=-1705/6936, 8-18=-1705/6936,8-19=-868/3695,7-19=-868/3695,7-20=-858/3684,5-20=-858/3684 WEBS 2-9=-503/2242,2-8=-1221/355,4-8=-588/2248 NOTES- 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 0-7-0 oc. 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 �� PR OFk- connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .`<- o^ 3)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �Gj ANG]NEF9 /0 (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� ?j9 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 89200 P E 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs /110°. non-concurrent with other live loads. • 4411111p _ 7)Provide adequate drainage to prevent water ponding. A:- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ii. OREGON - 9)*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 7G p, ,` /41 fit between the bottom chord and any other members. )' 10)Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only /� ,►� 14 20�Q� and does not consider lateral forces. ME/�R I0, 11)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPI RES: 12/31/2017 13)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 June 6,2016 mil... 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 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/TP11 Quality Cdterla,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053940 18661_ ESTWOOD-LOT_1^QG California Girder 1 W 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:41 2016 Page 2 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-U I EO FJygCj U FggC LOkKc8x6wJ QXRXVUGH908j Iz8wnS NOTES- 14)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 9-3-4 to connect truss(es)to front face of bottom chord. 15)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-3-4 from the left end to 3-3-4 to connect truss(es)to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)153 lb down and 86 lb up at 3-8-12,47 lb down and 45 lb up at 4-0-12,82 lb down and 80 lb up at 5-8-0,and 47 lb down and 45 lb up at 7-3-4,and 153 lb down and 86 lb up at 7-7-5 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:1-2=-64,2-4=-64,4-6=-64,1-5=-20 Concentrated Loads(Ib) Vert:9=-2258(B)8=-15(F)3=-17 10=-103 11=-6(F)13=-6(F)14=-103 16=-804(B)17=-14(F)18=-15(F)19=15(F)20=-14(F) 1 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7479 rev.10Po3/2015 BEFORE USE. mot 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 bucking 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST • K2053941 18661_WESTWOOD-LOT_1-I G-1 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:41 2016 Page 1 I D:sxvAx4cX h sh F q 37Yrd6AKS z9_on-U I E O FJ yg Cj U Fg q C LO k Kc8x6x pQ ZMX W U G H 908j lawn S I 4-7-14 I 8-0-0 1 8-9-11 1 4-7-14 3-4-2 0-9-11 Scale=1:19.3 4 1.5x4 II 4.00 FIT N 4x4 11 2 56 , N N u' 1 i c7 in II II II O � / 3x4= 8 9 7 10 6 16411 19, JUS26 JUS26 3x8 II JUS26 4x6= 3x4= 5 I 4-7-14 1 8-0-0 I 4-7-14 3-4-2 Plate Offsets(X.Y)-- f1:0-2-2.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.03 1-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(TL) -0.06 1-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.01 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:38 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except BOT CHORD 2x6 DF 1800F 2.1E end verticals. WEBS 2x4 DF Stud/Std 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) 1=905/0-5-8,6=1017/Mechanical Max Horz 1=140(LC 7) Max Upliift1=-245(LC 6),6=-314(LC 10) Max Gray 1=909(LC 17),6=1066(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1600/407 BOT CHORD 1-8=-420/1487,8-9=-420/1487,7-9=-420/1487,7-10=-420/1487,6-10=-420/1487 WEBS 2-7=-191/955,2-6=-1654/498 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;Partially 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �¢ED PR OFFS, non-concurrent with other live loads. �- •ANG)(vEF9 :(1 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 /Z. ?/9 FR between the bottom chord and any other members. :9200P l 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=314. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and / does not consider lateral forces. 0 Q 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -yOREGON <C/ 11)Use USP JUS26(Wdh 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the G /� ,�D* ' left end to 6-0-12 to connect truss(es)to front face of bottom chord. <O '4Y 14 ° Q. 12)Fill all nail holes where hanger is in contact with lumber. of 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ER A I0- LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 June 6,2016 r , 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 MTek0 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/TPII Quality Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053941 18661_WESTWOOD-LOT_1-MG-1 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:41 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-UIEOFJygCjUFggCLOkKc8x6xpQZMXWUGH908jlz8wns LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-20,1-3=-64,3-4=-64 Concentrated Loads(lb) Vert:8=-406(F)9=-406(F)10=-406(F) 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M1I.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 Mi1ekR 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST ' K2053942 18661_WESTWOOD-LOT_1-CHR CORNER RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:58:42 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-yxomSfyJz1 c61_nXaRrrh8e3ig0mG3UPWp7iFkz8wnR I -3-6-7 I 5-2-2 -6--1 7-10-10 I 3-6-7 5-2-2 4-10 2-3-14 Scale=1:22.4 4 3x4 2.83 12 3 3x4 o 3x4oio �'.� Id - 1111111111 *dew III 3x8 11 6 5 `I' 2 1 I 5-2-2 I 5-2-2 Plate Offsets(X.Y)-- [2:0-2-8.Edge] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.02 2-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.02 2-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=216/0-7-6,3=149/0-4-4 Max Horz 2=65(LC 10) Max Uplift2=-155(LC 10),3=-84(LC 14) Max Gray 2=218(LC 20),3=194(LC 20) 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 Corner(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 7-10-10 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;Partially 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)Bearing at joint(s)2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=155. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. QED PR OFF 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �,\c(' 0.fl c�� NGINEF�9 wo �� 89200PE 9r' 12_ 4„ \ OREGON � A /0 -9Y '4°14 � �,;�- MFR R 10- 6 EXPIRES: 12/31/2017 June 6,2016 I a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut 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/TPIl Qualify Cdteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053943 18661_WESTWOOD-LOT_1-001 CALIFORNIA GIRDER 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:43 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Q7M9f?zxkKkzw8Mj79M4DMBFCEBy RwYkTtFnAz8wnQ 1 -2-6-0 1 4-7-12 1 7-2-0 701-11 9-11-8 1 11-11-52-9-9 17-2-1 1 19-3-13 2Q-0-p 23-1-0 1 95-7-0 1 2-6-0 4-7-12 2-6-4 0.9-11 1-11-13 1-11-13 19-11 4-5-1 2-1-12 0-8-3 3-1-0 2-6-0 Scale=1:48.5 5x6% 3x4= 5x6 4.00 1-1-2- 4 -r 5 21fi 3x4%19 co F7 ,; 5x8=ori. g 4x8 7 N w 2 *� ��` 10 �,1 �'il1 =ill moi• d1 Y 18 wiz/ 11]c5 _4 3x8= 23 24 17 16 15 14 13 12 25 JL24 3x8 II 3x8= 4x6= 4x8= 3x4 II8x8=JL24 3x6= JL24 JL24 HUS26 I 4-7-12 1 7-2-0 1 9-11-8 1 12-9-0 I 17-2-1 I 20-0-0 1 23-1-0 I 4-7-12 2-6-4 2-9-8 2-9-8 4-5-1 2-9-15 3-1-0 Plate Offsets(X.Y)— [7:0-5-4,0-2-8],(12:0-3-8,0-4-4] LTCLL OADING(psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.21 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.65 Vert(TL) -0.38 13-14 >717 180 BCLL 0.0 * Rep Stress!nor NO WB 0.37 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:251 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins,except T2:2x6 DF 1800F 2.1E 2-0-0 oc purlins(6-0-0 max.):4-6,7-8. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=2916/0-5-8,10=2100/0-5-8 Max Horz 2=-76(LC 56) Max Uplift2=-809(LC 6),10=-677(LC 7) Max Gray 2=3225(LC 34),10=2336(LC 34) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=7567/1716,3-19=-5687/1359,4-19=5666/1363,4-20=-5392/1309,5-20=5392/1309, 5-21=-4971/1264,6-21=-4971/1264,6-7=-5302/1304,7-22=-5263/1295, 8-22=-5263/1295,8-10=-5729/1376 BOT CHORD 2-23=-1559/7083,23-24=-1559/7083,17-24=-1559/7083,16-17=-1559/7083, 15-16=-1169/5145,14-15=-1169/5145,13-14=-1913/8029,12-13=-1892/7977, 12-25=-1239/5487,10-25=-1239/5487 WEBS 3-17=-349/1676,3-16=-1905/463,4-16=-229/1078,5-16=-416/466,5-14=-493/352, 6-14=-214/1154,7-14=-3045/817,7-13=-315/129,7-12=-2895/733,8-12=-292/1425 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: <<' E� PROF s Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. F Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. �\CP ANG I N EF9s/o 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 29 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Ct- :9200P l 3)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 ".411111.1..(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 K.- 5)Unbalanced snow loads have been considered for this design. o OREGON Q 6)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs -374. 44/ 40, non-concurrent with other live loads. i0 '9 " 14 2°�,Q4 7)Provide adequate drainage to prevent water ponding. ,►I 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MFR RIO- 9)*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. 10)Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 10.This connection is for uplift EXPIRES: 12/31/2017 only and does not consider lateral forces. Continued on page 2 June 6,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Man Design valid for use only with MiTek®connectors.This design h based only upon parameters shown,and is for an individual building component,not �1 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 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/TP11 Quality Crlteda,DSB-89 and BCSI Building Component 250 Klug Circle Safety Informaton available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053943 18661_WESTWOOD-LOT_1-001 CALIFORNIA GIRDER 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:43 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-Q7M9f?zxkKkzw8Mj79M4DMBFCEBr?RwYkTtFnAz8wnQ NOTES- 11)"Semi-rigid pitchbreaks including 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. 13)Use USP JL24(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 19-11-12 from the left end to connect truss(es)to front face of bottom chord. 14)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 21-0-4 from the left end to connect truss(es)to front face of bottom chord. 15)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. 16)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent at 4-7-12 from the left end to connect truss(es)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)209 lb down and 102 lb up at 7-11-12,and 75 lb down and 59 lb up at 19-10-4 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(pit) Vert:1-4=-64,4-6=-64,6-7=-64,7-8=-64,8-9=-64,8-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:8=-5 17=-1875(B)12=-566(F)20=-159 23=-56(B)24=-57(B)25=-13(F) 1 / 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 MitekS 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 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 Oty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053944 18661_WESTWOOD-LOT_1^6f01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:44 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-uKwXtL_ZVesgXHxwhsuJmZkLxdSAkrdiz7coJdz8wnP 1 -2-6-0 1 4-2-5 1 7-2-0 7-11-1 9-11-8 1 11-11-5 112-9-01 15-8-11 1 19-11-0 1 2-6-0 4-2-5 2-11-11 9-11 1-11-13 1-11-13 0-9-11 2-11-11 4-2-5 Scale=1:38.7 5x8 M18SHS% 5x8 M18SHS 3x4= 4.00 12 4 11 5 IR] 1.5x4 00n 1.5x4 % c- 3 7 v N N A 2 8 N Mill . nn . nn nn nn m.� lci d1 10 12 13 9 14 15 16 8 4x12= 8x8 HUS26 JL24 8x8= JL24 JL24 JL24 4x12= 1 7-2-0 1 12-9-0 1 19-11-0 1 7-2-0 5-7-0 7-2-0 Plate Offsets(X.Y)— [2:0-1-6,0-0-1].[8:0-1-6.0-0-1].[9:0-4-0.0-4-12].[10:0-4-0.0-4-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.22 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.41 9-10 >575 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.07 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins,except T2:2x6 DF 1800F 2.1E 2-0-0 oc purlins(4-7-3 max.):4-6. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=2105/Mechanical,2=1680/0-5-8 Max Horz 2=85(LC 44) Max Uplift8=-552(LC 7),2=-548(LC 6) Max Gray 8=2278(LC 29),2=1968(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=4295/1028,3-4=-4092/991,4-11=-3849/954,5-11=-3849/954,5-6=-5062/1299, 6-7=5398/1351,7-8=-5736/1468 BOT CHORD 2-10=-961/3987,10-12=-1071/4415,12-13=-1071/4415,9-13=-1071/4415, 9-14=-1363/5413,14-15=-1363/5413,15-16=1363/5413,8-16=-1363/5413 WEBS 3-10=-259/236,4-10=-169/841,5-10=-904/278,5-9=-288/879,6-9=-257/1212, 7-9=-364/284 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 9,0 PR SFE 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 t5' 3)Unbalanced snow loads have been considered for this design. \CJS �NG[N E�9 c$'/O 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��? �fi non-concurrent with other live loads. 89200P E 9r- 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. j 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 wil ".. fit between the bottom chord and any other members. 74. OREGON XTO 44 9)Refer to girder(s)for truss to truss connections. Ix 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=552. /O 14 V\ -}• Q 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only ,-(1)' e;and does not consider lateral forces. FR R I LA- 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use USP HUS26t (With 16d nails into Girder&16d nails into Truss)or equivalent at 11-0-4 from the left end to connect truss(es)to EXPIRES: 12/31/2017 Continuedfonepage tom chord. June 6,2016 t 1 ter- WARNING-Verity 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 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053944 18661_WESTWOOD-LOT_1-6701 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:44 2016 Page 2 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-uKwXtL_ZVesgXHxwhsuJ mZkLxdSAkrd iz7coJdz8wnP NOTES- 15)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 11-10-4 from the left end to 17-10-4 to connect truss(es)to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)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=-64,4-6=-64,6-8=-64,2-8=-20 Concentrated Loads(Ib) Vert:12=-1046(B)13=-57(B)14=-286(B)15=-286(B)16=-28603) imm � I ®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 Mi Tek®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 bucking 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 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053945 18661_WESTWOOD-LOT_1-0'02 Common 2 1 i Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:45 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-MWUv4h7BGy_h9RW6FZPYInGZE1t2TLBrCnMMs3z8wn0 I 6-6-7 I 9-11-8 I 13-4-9 I 19-11-0 I 6-6-7 3-5-1 3-5-1 6-6-7 Scale=1:33.5 4x4= 3 4.00 12 1.5x4 1.5x4 i 9 10 8 2 4 11 1i M 7 12 1 5 ®f � IN!,oO o 6 3x4 = 3x4-=- 3x8= I 9-11-8 I 19-11-0 I 9-11-8 9-11-8 Plate Offsets(X.Y)-- [1:0-1-6.Edge],15:0-1-6.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.18 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.48 5-6 >492 180 TCDL 7.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.05 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007e BCDL 10.0 (Matrix) Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=824/0-5-8,5=824/Mechanical Max Horz 1=-65(LC 19) Max Upliffl=-200(LC 10),5=-201(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-1809/450,7-8=1759/458,2-8=-1692/459,2-9=-1397/306,3-9=-1385/315, 3-10=-1386/315,4-10=-1398/306,4-11=-1715/470,11-12=-1783/469,5-12=-1832/460 BOT CHORD 1-6=428/1668,5-6=-391/1694 WEBS 3-6=-118/730,4-6=-542/308,2-6=-515/298 NOTES- 1)Wind:ASCE 7-10;Vuft=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)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-11-8,Exterior(2)9-11-8 to 12-11-8 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. REQ P R�F� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t5' 5)*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 * D ��G NEF9 s/p fit between the bottom chord and any other members. 44../ "Y�fi9 6)Refer to girder(s)for truss to truss connections. 89200 P E r" 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=201. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and �j/-- does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �' -374. , OREGON N A, <O -9y142 \ P4 MFR R 10- EXPIRES: 12/31/2017 June 6,2016 t I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ila Design valid for use only with MTekE 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 Wek` 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 Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053946 18661_WESTWOOD-LOT_1-001 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:46 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ri2H100p1 F6Ynb51pHwnr_pjfRJMCsJ?RR5vOVz8wnN I -2-6-0 I 3-5-0 11-11 6-0-5 7-0 1 10-0-0 I 12-6-0 I 2-6-0 3-5-0 b-6-11 2-0-10 6-6-11 3-5-0 2-6-0 Scale=1:29.0 4x4% 4x4 4.00 I12 13 10 3 1 1 1 a 114, m a r; .- 2 5 A 9 pil0 1111 fl • fl " fl 14 d 1 15 8 16 17 7 18 6 3x4= JL24 JL24 II JL24 1.5x4 II JL24 3x4= JL24 I 3-5-0 I 6-7-0 I 10-0-0 I 3-5-0 3-2-0 3-5-0 Plate Offsets(X.Y)-- [2:0-1-10.Edge].[5:0-1-10,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.03 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(TL) -0.05 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:39 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 DF Stud/Std 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=653/0-5-8,5=653/0-5-8 Max Horz 2=44(LC 6) Max Uplift2=-252(LC 6),5=-252(LC 7) Max Gray 2=882(LC 29),5=882(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-987/80,3-10=897/88,3-11=-862/98,11-12=-862/98,4-12=-862/98, 4-13=-897/87,5-13=-987/79 BOT CHORD 2-15=-45/869,8-15=-45/869,8-16=-55/862,16-17=-55/862,7-17=-55/862, 7-18=-47/869,5-18=47/869 NOTES- 1)Wind:ASCE 7-10;Vuft=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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��G�E,O P R OFEss 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��` 'NC?I::: O2�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. Q 8920 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 5.This connection is for uplift // •. only and does not consider lateral forces. int 4� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OREGON �(// 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 74. 4q 2 O,�R A, 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the ,' 14 Q} left end to 7-11-4 to connect truss(es)to front face of bottom chord. A I Q) 12)Fill all nail holes where hanger is in contact with lumber. MER R I VA- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)93 lb down and 63 lb up at 3-11-12,and 93 lb down and 63 lb up at 6-0-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 14)Intthee LOADn gCC,SSE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).Conte 2 June 6,2016 I is 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 MiTek8 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Informalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053946 18661_WESTWOOD-LOT_1^M01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:46 2016 Page 2 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-ri2H100p1 F6Ynb51pHwnr_pjfRJMCsJ?RR5vOVz8wnN 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=-64,4-6=-64,2-5=-20 Concentrated Loads(lb) Vert:11=-44 12=-44 15=-17(F)16=-17(F)17=-17(F)18=-17(F) � 1 MEN WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 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 ANSI/TPIl Quality Criteria,D5B-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply WESTWOOD HOMES-LOT 19 VIEW CREST K2053947 18661 WESTWOOD-LOT 1-H02 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:58:47 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-JvbfVMORoZE POIgVM_R0O CMxI rh IxJ K8f5rTwyz8wnM I -2-6-0 I 5-0-0 I 10-0-0 I 2-6-0 5-0-0 5-0-0 Scale=1:23.4 4x4 = 3 4.0012 7 _ 8 is 6 9 4 2 in- 9 N 55 r er ---4 6 11 5 1.5x4 II = 3x4= 3x4 I 5-0-0 1 10-0-0 I 55-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.02 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(TL) -0.04 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:34 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=376/0-5-8,2=600/0-5-8 Max Horz 2=72(LC 10) Max Uplift4=-90(LC 11),2=-259(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-648/197,6-7=-588/203,3-7=-580/209,3-8=572/213,8-9=-588/206,4-9=-637/205 BOT CHORD 2-5=-149/554,4-5=-149/554 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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 5-0-0,Exterior(2)5-0-0 to 8-0-0 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;Partially 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 20.0 psf or 1.00 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. .;?0 PR QFF 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. GINE 0-n fit between the bottom chord and any other members. \� N F9 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4 and 2.This connection is for uplift 4� 2'9 only and does not consider lateral forces. Q 89200 P E 1' 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,41114P, alIPP �G ,�OREGON � ��C /0 4Y 142°\ P} MFR R 10- 6 EXPIRES: 12/31/2017 June 6,2016 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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/TIM Qualify Criteria,DSB-89 and SCSI 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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053948 18661_WESTWOOD-LOT_1-QHR CORNER RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 06 16:58:47 2016 Page 1 I D:sxvAx4cXhshFg37Yrd6AKSz9_on-JvbfVMORoZE POIgVM_ROOCMwS rjxxKj8f5rTwyz8wnM -3-6-7 5-6-6 l 58-1 6-11-6 3-6-7 l 5-6-6 D-2-6 1-2-8 Scale=1:20.5 3x4 4 3x4 3 2.83 12 � 11. 3x4 �,iff 3.6 \\ 6 w 5 ur 2 • r 5-6-6 5-6-6 Plate Offsets(X.Y)-- 12:0-2-8.Edge] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.01 2-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.01 2-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=233/0-7-6,3=103/0-2-2 Max Horz 2=61(LC 10) Max Uplift2=-164(LC 10),3=-61(LC 14) Max Gray 2=241(LC 20),3=134(LC 20) 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 Comer(3)-3-6-7 to 0-8-8,Exterior(2)0-8-8 to 6-11-6 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;Partially 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=164. P R 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. , OF�cS,s 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �G, GI NEE /o R _444 :9200P •G OREGON 41/ All}' 14 2-°\ MFR R I VA- EXPIRES: 12/31/2017 June 6,2016 � r AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIM7473 rev.10Po3/2015 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 ANSI/TPIl Qualify Criteria,DSB-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 WESTWOOD HOMES-LOT 19 VIEW CREST K2053949 18661_WESTWOOD-LOT_1-601 MONO TRUSS 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Jun 0616:58:47 2016 Page 1 ID:sxvAx4cXhshFg37Yrd6AKSz9_on-JvbtVMORoZEPOIgVM_ROOCMxlrjKxKj8f5rTwyz8wnM I -2-6-0 I 2-11-8 I 2-6-0 2-11-8 Scale=1:11.3 3 4 1.5x4 II 4.00 12 w 7 <7) 2 , I 6 1 3x4= 1.5x4 115 I 2-11-8 I 2-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.00 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std 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=374/0-5-8,6=30/Mechanical Max Horz 2=71(LC 10) Max Uplift2=-250(LC 10),6=-45(LC 20) Max Gray 2=379(LC 21),6=61(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)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 2-11-8 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;Partially 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 20.0 psf or 1.00 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 ��,r O P R()FFs1S fit between the bottom chord and any other members. GINE 9 / 7)Refer to girder(s)for truss to truss connections. = D N F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. ,G' 29 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and c= 89200 PE c does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / 000.1".409 • 4� ,„OREGON [v� <O 91' 14 20ct � P- - }- ' RR11-\ e' EXPIRES: 12/31/2017 June 6,2016 t I aa..44. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MiTekE 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/T9I1 Quality Criteria,DSB-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