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Plans (147) 1 Nit i Si,v Cbcv d.WZ- MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 20027 20027 WESTWOOD HOMES-MANGOLD LOT 4 (KD) RECI1VED NOV 30 2017 CITY OF TIGARD BUILDING DIVISION The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3625129 thru K3625209 My license renewal date for the state of Oregon is December 31,2017. �E� F R()Fe co N F 89200PE r 40REGON �4,/ A �R August 31,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. rub Truss Truss Type Qty Ply 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625129 20027 A01 California Girder 1 3 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:21 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-xknl3r2ZgdxXO_VtgdxHntYXeGvOPBmQZ3y16yiHkm 11-0-0I 4-5-9 4-11-?1 9-1-11 138-9 18-3-7 I 22-10-5 I 27-0-5 27 7 29-7-8 32-0-0 1-0-0 4-5-9 0-6-2 4-2-0 4-6-14 4-6-14 4-6-14 4-2-0 0-0-2 2-1-1 2-4-8 Scale=1:58.3 5 --.% 3x8 = 3x4= 4x6 = 3x4 II 3x8 = 5x12 7.00 12 3 25 26 27 4 28 29 5 6 30 31 7 32 33 34 8 35 36 9 ® 4x12-� ° 'i MUS26 en / / �� 7x18 Y M N 2E4-----------__.-----<-----------„,..-------- ....,_I I/ \ ` 10 11 N +1� nn nn nn nn nn nn fl 11 PE nn nn nn nn nn i ,-nn`, Iq 38 19 39 40 41 18 42 43 17 44 16 15 45 46 47 14 48 49 13 50 12 51 62 3x6 =JUS24 3x4= JUS24 3x4= JUS24 3x4 I I 6x6 = 3x8 =JUS24 3x4 JUS24 4x12 = 4x12 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 4-5-9 I 9-1-11 I 13-8-9 I 18-3-7 I 22-10-5 I 27-6-7 129-7-8 1 32-0-0 1 4-5-9 4-8-2 4-6-14 4-6-14 4-6-14 4-8-2 2-1-1 2-4-8 Plate Offsets(X,Y)— 62:0-8-8,0-2-31,f9:0-4-0,0-2-81,611:0-5-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.30 15 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.43 15 >891 180 TCDL 7.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.11 11 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Weight:581 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. 5-9,3-5:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF Stud/Std*Except* 3-19,9-13:2x4 DF No.1&Btr,10-12:2x10 DF SS WEDGE Right:2x8 SP No.2 REACTIONS. (lb/size) 11=12954/0-5-8,2=3434/0-5-8 Max Horz 2=86(LC 47) Max Uplift 11=-2561(LC 11),2=-984(LC 10) Max Gray 11=13136(LC 29),2=3673(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6644/1819,3-4=-5740/1617,4-6=-10652/2910,6-7=-15097/3870,7-8=-15097/3870, 8-9=-12983/2816,9-10=-14871/3195,10-11=23138/4538 BOT CHORD 2-19=1562/5732,18-19=-2888/10652,17-18=3599/13627,15-17=-3599/13627, 14-15=-3529/14882,13-14=-3529/14882,12-13=3870/19911,11-12=3870/19911 WEBS 3-19=674/2929,4-19=-5568/1569,4-18=293/1762,6-18=3385/850,6-17=0/292, 6-15=293/1716,7-15=-659/358,8-15=328/806,8-13=-2599/977,9-13=-1363/6943, 10-12=-1442/8875,10-13=8442/1395 �`�<��NGI NFt��s`r/O NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: R Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc. N �i Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. �� $8200 P E '9r Webs connected as follows:2x4-1 row at 0-9-0 oc,2x10-2 rows staggered 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 connections have been provided to distribute only loads noted as(F)or(8),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; .. �r : MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate 0 zr grip DOL=1.60 � OREGON A1V74. 4 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 /O '1 y 14,2.°)‘ -}- 5)Unbalanced snow loads have been considered for this design. 'A �P 6)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs r/E R R LL non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. August 31,2017 Continupd on pane 2 t I MIMI 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 �R 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 M iTek* 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 ANsl/nP11 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625129 20027 A01 California Girder 1 q 3 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:22 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-PwKgGB3BRw3Oe844OKS WJ54iOgFd8e5w(CpVgYyiHk1 NOTES- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=2561,2=984. 11) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 29-11-4 to connect truss(es)to front face of bottom chord. 12) Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 30-11-4 from the left end to connect truss(es)to back face of bottom chord. 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)118 lb down and 99 lb up at 4-11-9,212 lb down and 126 lb up at 6-0-12,198 lb down and 159 lb up at 8-0-12,198 lb down and 159 lb up at 10-0-12,198 lb down and 159 lb up at 12-0-12,198 lb down and 159 lb up at 14-0-12,198 lb down and 159 lb up at 15-11-4,198 lb down and 159 lb up at 17-11-4,198 Ib down and 159 lb up at 19-11-4,198 lb down and 159 lb up at 21-11-4,198 lb down and 159 lb up at 23-11-4,and 212 lb down and 126 lb up at 25-11-4,and 118 lb down and 99 lb up at 27-0-7 on top chord,and 10136 lb down and 1666 lb up at 29-7-8 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=-74,3-9=-74,9-11=-74,2-11=-20 Concentrated Loads(Ib) Vert:16=-50(F)12=-10136 24=-58 25=-197 27=115 28=-95 29=-91 30=-91 31=-91 32=-91 33=-91 34=-95 35=-115 36=-197 37=-58 38=-63(F)39=35(F) 40=-52(F)41=-50(F)42=-50(F)43=-50(F)44=-50(F)45=-50(F)46=-50(F)47=50(F)48=50(F)49=52(F)50=-35(F)51=-63(F)52=-1034(B) t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1191-7473 rev.10/09/2015 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 MiTek* fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/P11 Quality Criteria,03849 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 I Job Truss Truss Type Qty Ply 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625130 20027 A02 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:23 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-t7u2TX3pCEBFFHeGy2z1sldvp4ctt133tsY3N?yiHkk 11-0-01 6-7-4 6-111-I11 12-9-11 19-2-5 25-0-5 25 12 29-6-0 i 1-0-0 6-7-4 0-4-7 5-10-0 6-4-10 5-10-0 01427 4-1-4 Scale=1:52.0 5x8 M18SHS= 5x8 M18SHS= 3x4 = 3x4= Zoo 12 18 19 4 5 20 21 • �.; n 5 22 4x6 ii 7 Y 16 1 v o� 2 4 i`1 17 U � of �� '� 11 12 10 9 8 3x4= 5x8= 4x12 = 3x4 = 4x6= 6-7-4 I 16-0-0 I 25-4-12 I 29-6-0 I 6-7-4 9-4-12 9-4-12 4-1-4 Plate Offsets(X,Y)— 12:0-0-0,0-0-41,13:0-4-0,0-1-21,16:0-4-0,0-1-21,111:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.24 11-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.39 11-12 >909 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.11 9 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:134 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 4-12,5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1378/Mechanical,2=1449/0-5-8 Max Horz 2=147(LC 13) Max Uplift 9=241(LC 10),2=-234(LC 11) Max Gray 9=1767(LC 32),2=1621(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2898/461,3-4=2477/458,4-5=-3771/565,5-6=-1714/317,6-7=1978/318, 7-9=-1746/306 BOT CHORD 2-12=-439/2471,11-12=-670/3822,10-11=-607/3557 WEBS 3-12=87/994,4-12=1586/382,5-11=0/355,5-10=-2170/431,6-10=-31/551, 7-10=252/1853 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-7-4,Exterior(2)6-7-4 to 29-2-12 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; rcko0 P R OFF Lumber DOL=1.60 plate grip DOL=1.60 '``iSS2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 cINCa GNGiNEFi4 /-- 3)Unbalanced snow loads have been considered for this design. 17 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times fiat roof load of 30.0 psf on overhangs CC 89200 P E t' non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. /e411,15:....,, ------ J 6)All plates are MT20 plates unless otherwise indicated. f.'l5 -- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '1,1111 Y� �, 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 A_OREGON ur 1(/ will fit between the bottom chord and any other members. L 1 v, A, 9)Refer to girder(s)for truss to truss connections. y 2ON 4- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /� Act 4' �P I-L119=241,2=234. "1/ 'R RII-N- 11) ) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 31,2017 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. 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 ivli IT ck• 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 ANSUTPN 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625131 20027 A03 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:25 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-pV0puD54krRzVboe3T?DxjiF5tHtLvJMLA1 ARtyiHki 11-0-01 6-7-4 18-11-11 12-9-11 19-2-5 23-0-5 i 25-4-12 i 29-6-0 1-0-0 6-7-4 2-4-7 3-10-0 6-4-10 3-10-0 2.4-7 4-1-4 Scale=1:52.0 8 4 4x6* 4x6 '� 7.00 12 3 3x4 = 3x6= 29 21 22 23 O 2q /0016 27 28 7 30 w 20 4x6 9 Lo' 0 Y 19 h a 18 4 yI1 2 El o .'-Ia 14 13 12 10 11 3x4 = 5x8 4x12 = 3x8 II 3x8 = I 6-7-4 16-0-0 I 25-4-12 29-6-0 I 6-7-4 9-4-12 9-4-12 4-1-4 Plate Offsets(X,Y)— 12:0-8-4,0-1-21,113:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.25 13-14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.68 Vert(CT) -0.41 13-14 >858 180 TCDL 7.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.11 11 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 5-14,6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1570/Mechanical,2=1608/0-5-8 Max Horz 2=216(LC 11) Max Uplift 11=-281(LC 10),2=-271(LC 11) Max Gray 11=1897(LC 32),2=2012(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3124/899,3-5=-2680/1030,5-6=-3968/1008,6-7=-1867/799,7-9=-2144/622, 9-11=1875/537 BOT CHORD 2-14=-834/2674,13-14=-967/4028,12-13=-824/3744 WEBS 3-14=-117/988,5-14=-1589/435,6-13=84/436,6-12=-2211/503,7-12=-70/500, 9-12=619/2034 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 8-11-11,Exterior(2)6-7-4 to 27-3-4, �Q,�D PROFFS Interior(1)27-3-4 to 29-2-12 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 < G)N£ tr) 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,.._,c,0 !GN �9 �/� 3)Unbalanced snow loads have been considered for this design. 1V 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 89200 P E ter' non 1-- non-concurrent with other to loprevent - 5)Provide adequate drainage to prevent water ponding. ,,- ------ 6) 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 iz- will fit between the bottom chord and any other members. 'y A_OREGON <(✓, 8)Refer to girder(s)for truss to truss connections. L. "� ,�D, 1, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) <O '.1}' 14 2��Q+ 11=281,2=271. ,►I 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ME'R R ILL sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 31,2017 t 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MSI-7473 rev.10/03/2015 BEFORE USE. IMITI 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 budding 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 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625132 20027 A04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:27 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-mu8ZJu6KGSihkvyl But hO8naYhl 1pphfoUWGWmyiHkg 11-0-01 55-5 10-74 10-1101 16-0-0 I 21-0-5 2114.112 25-4-12 29.6-0 1-0-0 5-5-5 5-1-15 0-4- 5-0-5 5-0-5 0-4-7 4-0-0 4-1-4 Scale=1:52.0 4x6 3x8= 4x4 = 4 21 5 22 23 7.00 12 4x4 3x6 'i 20 7 3 "s 24 • 3x4 i 19 8 18 Y A g 1111, ®, CM 14 13 12 11 10 g 3x6= 1.5x4 II 3x8= 5x6= 3x8 = 3x8 = I 5-55 10-7-4 16-0-0 21-4-12 29-6-0 5-5-5 5-1-15 5-4-12 5-4-12 8-1-4 Plate Offsets(X,Y)– [2:0-6-0,0-0-101,[4:0-2-4,0-2-01,[6:0-1-15,0-1-121,[12:0-3-0,0-3-01 LOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.09 12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.15 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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) 10=1378/Mechanical,2=1449/0-5-8 Max Horz 2=214(LC 13) Max Uplift 10=-192(LC 15),2=-260(LC 14) Max Gray 10=1611(LC 33),2=1839(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2803/469,3-4=-2017/440,4-5=-1669/428,5-6=-1463/379,6-7=-1695/391, 7-8=-260/63,8-10=-296/69 BOT CHORD 2-14=-437/2301,13-14=-437/2301,12-13=-323/1969,11-12=323/1969,10-11=269/1319 WEBS 3-13=849/238,4-13=-64/592,5-13=-465/190,5-11=-777/207,6-11=56/469, 7-11=-109/372,7-10=-1710/375 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-7-4,Exterior(2)10-7-4 to 25-6-2, Interior(1)25-6-2 to 29-2-12 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 ....co PROFF 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 GENE• R s/ 3)Unbalanced snow loads have been considered for this design. N F 122 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 1GI -9 non-concurrent with other live loads. 89200PE f 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 fit between the bottom chord and any other members. "Al-10 Q 8)Refer to girder(s)for truss to truss connections. -y OREGON ((/ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) G 4jj ,`b 1A�, 10=192,2=260. 20 -9y 14,2. 5. r 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /, sheetrock be applied directly to the bottom chord. F R R L'- EXPIRES: 12/31/2017 August 31,2017 4 4 ®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 ANSIITPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625133 20027 A05 California 1 1 Job Reference(optional) _ Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:29 2017 Page 1 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-iGGJka8ao4yPzC6Q11495Ztw?VhrHjUyGo?NaeyiHke 11-0-01 5-5-5 10-7-4 12-11-11 16-0-0 19-0-5 i 21-4-12 25-4-12 29-6-0 I 1-0-0 5-5-5 5-1-15 2-4-7 3-0-5 3-0-5 2-4-7 4-0-0 4-1-4 Scale=1:53.4 8 5 4x6 i 3x8 = 4x6 4 6 7.00 12 23 24 25 26 27 28 29 7 30 3x6 i 4x6\\ N 22 9 3 41 31 32 1 . 3x6 m 10 21 1 M 22o ill @111 o 16 15 14 13 12 3x8 — 1.5x4 II 3x8= 5x6 = 3x8 = 5x8 M18SHS= I 5-5-5 10-7-4 16-0-0 21-4-12 29-6-0 I 5-5-5 5-1-15 5-4-12 5-4-12 8-1-4 Plate Offsets(X,Y)— [2:0-8-0,0-0-141[12:0-4-0,0-2-121[14:0-3-0.0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.15 14-15 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.21 14-15 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.10 12 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:166 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1570/Mechanical,2=1608/0-5-8 Max Horz 2=283(LC 11) Max Uplift 12=-245(LC 15),2=-303(LC 14) Max Gray 12=2247(LC 33),2=2325(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3816/749,3-4=-3071/763,4-6=-2526/907,6-7=-2161/831,7-9=-2593/672, 9-10=-311/78,10-12=-348/103 BOT CHORD 2-16=690/3167,15-16=-690/3167,14-15=-605/2573,13-14=605/2573,12-13=-431/1913 WEBS 3-15=760/216,4-15=-168/596,6-15=475/260,6-13=-816/331,7-13=-137/488, 9-13=114/450,9-12=-2521/583 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 12-11-11,Exterior(2)10-7-4 to 23-3-4, ��Ep P R OFFS Interior(1)23-3-4 to 29-2-12 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 '� rs 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �NGI NEMC 9 /�2 3)Unbalanced snow loads have been considered for this design. 44./ 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs Q 89200 P E 9f non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 7 /' 6)All plates are MT20 plates unless otherwise indicated. —. • `' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10 l' 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 OREGON ,_CZ"8) will fit between the bottom chord and any other members. L 4, bs,lA. 9)Refer to girder(s)for truss to truss connections. <O 4)' 7 4 20410) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt-Ib) P 12=245,2=303. SFR R 11.N- 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 31,2017 t r Mi.AWARNING-Verily deafgn parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M1/-7471 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625134 20027 A06 FINK 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:30 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-ATphxw9CZN4GbMhcsObOenP7Xu?G0125VSIx65yiHkd 11-0-01 7-8-1 14-10-8 22-0-15 29-6-0 1-0-0 7-8-1 7-2-7 7-2-7 7-5-1 4x6 I I Scale=1:55.5 4 7.00 12 18 11 19 20 1.5x4 \\ 1.5x4 // 3 5 21 17 6 Ti 2 4 n ® n , IW � �� 0 9 8 16 7 -� 3x4 = 3x4 = 3x4 = 3x8 = 3x6= I 10-0-14 I 19-8-2 I 29-6-0 I 10-0-14 9-7-5 9-9-14 Plate Offsets(X,Y)— [2:0-6-0,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.34 7-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.45 7-9 >794 180 TCDL 7.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=1462/0-5-8,6=1385/0-5-8 Max Horz 2=260(LC 11) Max Uplift 2=296(LC 14),6=262(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2190/420,3-4=1963/459,4-5=1925/457,5-6=-2180/420 BOT CHORD 2-9=-425/1908,7-9=-138/1208,6-7=-265/1779 WEBS 3-9=-599/358,4-9=-236/909,4-7=-227/846,5-7=-578/354 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-10-8,Exterior(2)14-10-8 to 19-1-7 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. _0 P R OPen 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs \�k. NGI NEF� 4.9 non-concurrent with other live loads. Co 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,C.? ?i9 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 tt 89200 P E r will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) / 2=296,6=262. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum "S.Ill sheetrock be applied directly to the bottom chord. OREGON IN ��cr -vG<O All 14 2��Q# '1FR R I Lk- EXPIRES: 12/31/2017 August 31,2017 I, I -- ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ANI-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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625135 20027 A06-DRG FINK 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:32 2017 Page 1 ID:IjpNFYI gzbHAgDi6a7SfE5yiKht-0rxSMcAT47Kzggr?_RdsjCVQGigpUAgOymE1 BzyiHkb T1-0-0I 7-8-1 14-10-8 22-0-15 29-6-0 i 1-0-0 7-8-1 7-2-7 7-2-7 7-5-1 4x6 I I Scale=1:55.5 4 11 n 11720 21 7.00 12 18 1.5x4 \\ 1.5x4 // 3 5 22 6 19 2 -• 9 8 16 7 8 3x8= 3x4 = 3x4 = 3x4 = 4x8= I 10-0-14 I 19-8-2 I 29-6-0 I 10-0-14 9-7-5 9-9-14 Plate Offsets(X,Y)— 12:0-9-0,0-1-101.16:0-0-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.34 7-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.45 7-9 >794 180 TCDL 7.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.06 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=1462/0-5-8,6=1385/0-5-8 Max Horz 2=260(LC 41) Max Uplift 2=1395(LC 46),6-1343(LC 49) Max Gray 2=2212(LC 63),6=2128(LC 64) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3674/2479,3-4=-2701/1485,4-5=2612/1414,5-6=-3587/2408 BOT CHORD 2-9=-2226/3169,7-9=-754/1670,6-7=-1869/2979 WEBS 3-9=-599/368,4-9=-261/928,4-7=-297/898,5-7=578/394 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-10-8,Exterior(2)14-10-8 to 17-10-8 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 etip P R OFF 3)Unbalanced snow loads have been considered for this design. s 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ,N , .,.v• ,�NG�NEER sib non-concurrent with other live loads. /jj 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� $g 200 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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1395,6=1343. 8)This truss has been designed for a total drag load of 125 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag . a.` loads along bottom chord from 0-0-0 to 29-6-0 for 125.0 plf. y A_OREGON to b. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum f'/ `�9, 20'� � sheetrock be applied directly to the bottom chord. 14, Q, '1/FR R I 0- EXPIRES: 12/31/2017 August 31,2017 t I -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M II-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 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/TPN 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625136 20027 Al2 California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:35 2017 Page 1 ID:IjpNFYI gzbHAgDi6a7SfE5yiKht-XQda?dDLNwiYi7ZZfZBZLg71 UvmxhQogekSholyiHkY 5-11-11 24-3-7 1 0.0 5-5-9 5-7r5 9-2-8 11-2-8 15-1-4 20-0-0 p1-0 0 23-9-5 2�1��1 29-9-0 80.9-0 1-0-0 5-5-9 0.11-42i 3-2-13 i 2-0-0 3-10-12 4-10-12 I1-0-0 i 2-9-5 0.4 5-5-9 11-0-0 0-4-6 0-1-12 Scale=1:53.4 5x8 \\ 3x4 = 3x4 I I 3x4= 5x8 // 1 7.00 12 3 3 24 4 25 26 27 28 5 29 30 31 6 32 ,33 v w M , 01 2 UI. _ [u] In In n IL ao • - 8 "411�n c n IT •0011l...7 II II II II I JUS24 JUS24 14 JUS24 13 nn fi fi fl _� 9 [1lo :� 34 35 18 36 37 17 38 39 16 40 41 42 43 411 45 46 10 47 48 =� 3x8 = JUS24 JUS24 7x6= JUS24 3x4 3xJUS24 JUS24 3x4 I I 7x6 = 3x8 = JUS24 JUS24 JUS24 5x12 = 5x12 = JUS24 JUS24 JUS24 I 5-5-9 I 9-2-8 1 11-2-8 1 15-1-4 I 20-0-0 21-0-01 24-1-11 241-7 29-9-0 I 5-5-9 3-8-15 2-0-0 3-10-12 4-10-12 1-0-0 3-1-11 0-1-12 5-5-9 Plate Offsets(X,Y)— [2:0-4-0,0-1-51,(3:0-3-4,0-2-81,17:0-3-4,0-2-81,18:0-4-0.0-1-5],[13:0-6-4,0-3-4],[15:0-6-4,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.22 14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.33 14 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.10 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:368 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins. 3-7:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 DF 1800F 2.1E WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=2583/0-5-8,8=2580/0-5-8 Max Horz 2=106(LC 47) Max Uplift 2=-763(LC 10),8=-775(LC 11) Max Gray 2=2913(LC 29),8=2909(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5071/1445,3-4=-7493/2398,4-5=8918/2988,5-6=8918/2988,6-7=-7227/2351, 7-8=-5069/1467 BOT CHORD 2-18=-1225/4310,17-18=-118/387,14-15=-2339/7594,13-14=-2251/7318, 10-11=105/348,8-10=-1172/4308 WEBS 3-18=439/290,7-10=-524/347,15-17=0/301,4-15=-1330/705,6-13=-1413/682, 5-14=905/518,4-14=-667/1543,6-14=-703/1831,15-18=-1137/4003,10-13=1104/4064, 3-15=1362/4069,7-13=-1391/3930 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 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. _co P R OFF Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,�•<<( NGINE .,,, sem© 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 w� ?i ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. $9200PE '9f 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(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate 411Pgrip DOL=1.60 ` ,..„0009...000" 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 - . •�+••. 5)Unbalanced snow loads have been considered for this design. O a` 6)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs -7G OREGON A_ mak/ non-concurrent with other live loads. / ,9 Y 20� 1 7)Provide adequate drainage to prevent water ponding. Q 1 Lt+ �P 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. iii -F?R I L, 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 2=763,8=775. EXPIRES: 12/31/2017 11) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from August 31,2017 ContilrlsdlltberEditae ]-8-4 to connect tussles)toback face of bottom chord. I A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11I-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 Mil 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 ANSIITPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625136 20027 Al2 California Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:36 2017 Page 2 ID:IjpNFY1gzbHAgDi6a7SfE5yiKht-?dBzCzDz8DgPJH8mDGiou2fCEJ6AQt1_tOCFKkyiHk( NOTES- 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)146 lb down and 117 lb up at 5-11-9,253 lb down and 177 lb up at 8-0-12,236 lb down and 182 lb up at 10-0-12,211 lb down and 160 lb up at 12-0-12,208 lb down and 158 lb up at 14-0-12,208 lb down and 158 lb up at 15-8-4,211 lb down and 160 lb up at 17-8-4,214 lb down and 159 lb up at 19-8-4,and 253 lb down and 177 lb up at 21-8-4,and 146 lb down and 117 lb up at 23-9-7 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(pif) Vert:1-3=-74,3-7=-74,7-9=-74,2-16=20,13-15=-20,8-12=-20 Concentrated Loads(Ib) Vert:23=-87 24=-173 26=-153 27=-104 28=-100 29=-100 30=-104 31=-132 32=-173 33=-87 34=-58(B)35=-39(B)36=-62(B)37=-63(B)38=-62(B)40=-87(B) 41=-88(B)42=-88(B)43=-87(B)44=-87(B)45=-63(B)46=-62(B)47=-39(B)48=-58(B) � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/0312015 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 Mirk• 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625137 20027 A13 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:38 2017 Page 1 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-x?IjdfFEgr47Zbl8KhkGzTIRW7kyum8HKihMOdyiHkV 22-1-12 10-0 3-10-8 7-7-4 7-11-I11 11-2-8 141 a9 20-0-0 21-9-5 I 25-10-8 29-9-0 0-90 r1-0-0 3-10-8 3-8-12 0-4-7 3-2-13 I 3-8-0 5-1-8 I 1-9-5 0-147 3-8-12 i 3-10- 8 1-0-0 i Scale=1:53.4 5x8 M18SHS 5x8 M18SHS 3x8= 4 27 5 28 7.00 12 3x6 -- m 3x6 co61111111-1- 4.4. 7 263 1 29 .l 25 30 ‘.:1 2 8 I 14 Iv to -34 o Er 18 17 16 1.5x4H12 11 10 3x6 —_ 7x6 = 1.5x4 II 1.5x4 II 7x6 = 3x6 = 7x18= 7x18 = VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. I 3-10-8 7-7-4 1 11-2-8 1 14-10-8 1 20-0-0 1 22-1-12 I 25-10-8 29-9-0 I 3-10-8 3-8-12 3-7-4 3-8-0 5-1-8 2-1-12 3-8-12 3-10-8 Plate Offsets(X,Y)— [2:0-3-3,0-1-8],[4:0-2-4,0-2-0],[6:0-2-4,0-2-0],[8:0-3-3,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft Ltd PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.24 14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.46 16 >775 180 M18SHS 220/195 BCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.15 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:158 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 5-15,5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1531/0-5-8,8=1523/0-5-8 Max Horz 2=-144(LC 12) Max Uplift 2=-192(LC 14),8=-197(LC 15) Max Gray 2=1702(LC 33),8=1694(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2785/440,3-4=-3123/434,4-5=-2775/419,5-6=-2737/444,6-7=3080/459, 7-8=-2779/443 BOT CHORD 2-18=-319/2369,14-15=-447/3972,13-14=-447/3972,8-10=-317/2364 WEBS 15-17=0/321,4-15=-53/1061,6-13=-68/1038,5-14=0/352,5-15=-1361/306, 5-13=-1404/280,7-10=-312/88,10-13=315/2236,7-13=-311/344,3-18=-347/67, 15-18=-324/2228,3-15=-258/368 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-7-4,Exterior(2)7-7-4 to 26-4-11, ��9% 0 P R OFFss Interior(1)26-4-11 to 30-9-0 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 < e I NE`Ci4 /(2 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. Q 89200 P E 9l 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. '_>!♦/ 5)Provide adequate drainage to prevent water ponding. -41''0110 6)All plates are MT20 plates unless otherwise indicated. I 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON C, 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 G 4, ,�br iA, will fit between the bottom chord and any other members. <O '9 y 14 20 Q+ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=192,8=197. MFR R I LL 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 31,2017 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A91-7473 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 MIT®lc* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN Quality Criteria,DSB-89 and BCSI 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625138 20027 A14 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:40 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-tOQT2LGUCSKrovSXS6mk2ugnawPsMh?aoOASTVyiHkT 1-0-0 3-10-8 7-7-4 s-11-11 11-2-8 14-10-8 19-9-5 20101-0 22-1-12 25-10-8 29-9-0 as-0 r1-0-0I 3-10-8 3-8-12 2-4-7 1-2-13 3-8-0 4-10-13 o-2-11 2-1-12 3-8-12 3-10-8 1-0-0 i Scale=1:53.4 8 4x8 * 5 3x8= 4x8 7.00 12 4 6 28 I° 29 30 I I 31 32 33 9 3x6 i 3x6 N w A. ei Y 3 27 34 o - 2 10 Tao 1/�� _1 gy7111111111116 1 16 B 11 Io to 20 19 18 1.5x4 I I 14 13 12 3x8 5x8= 1.5x4 tlx18= 1.5x4 I I 5x8 = 3x8= 7x18 = VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. I 3-10-8 i 7-7-4 1 11-2-8 1 14-10-8 1 20-0-0 1 22-1-12 1 25-10-8 29-9-0 I 3-10-8 3-8-12 3-7-4 3-8-0 5-1-8 2-1-12 3-8-12 3-10-8 Plate Offsets(X,Y)— [2:0-8-0,0-0-141,[10:0-8-0,0-0-141,[12:0-3-8.0-2-81.[20:0-3-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.26 16 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.49 18 >735 180 TCDL 7.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.16 10 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 6-17,6-15 12-15,17-20:2x4 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) 2=1707/0-5-8,10=1698/0-5-8 Max Horz 2=-201(LC 10) Max Uplift 2=-245(LC 14),10=250(LC 15) Max Gray 2=2283(LC 33),10=2274(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3709/777,3-4=-3787/945,4-6=3276/1083,6-7=3238/1081,7-9=-3744/944, 9-10=3703/782 BOT CHORD 2-20=711/3100,16-17=-906/4251,15-16=906/4251,10-12=566/3094 WEBS 17-19=0/318,4-17=-144/1071,7-15=-171/1048,6-16=0/351,6-17=-1383/405, 6-15=1425/379,9-12=-413/122,12-15=-556/2970,9-15=-155/415,3-20=-448/120, to 17-20=-706/2963,3-17=-151/449 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-11-11,Exterior(2)7-7-4 to 24-0-4,In (MDMtWFRS for re) actionsto shown;Luber9-0 zone; IleverDOLI160 plate geft and trip DOLa1.60d vertical left and right exposed;C-C for members and forces&2)TCLL:ASCE 7-10;Pf=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. �j- 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. 17 Sr 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 -9G Oiti, REGON It. �4(/ will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) <O '9Y 14,`Z��Q+ 2=245,10=250. A I 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum MFR R 1 L0- sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 31,2017 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. lot 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/Will 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625139 20027 A15 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:42 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-gnYET1 Ikk3aZ1 CbwZXpC7Jv9yk83geCsFKfZYOyiHkR 11-11-11 1 0.0 310.8 7-7-4 11-2-8 1 -9-Q 14-10-8 17-9-5 18/0r0 20-0-0 22-1-12 25-10-8 29-9-0 Fl i 3-10-8 3-8-12 3-7-4 0.6-8 I 2-10-13 i 2-10-13 0-/-i1 2-0-0 2-1-12 3-8-12 3-10-8 i 0-2-11 Scale=1:53.8 5x8 M18SHS = 5x8 M18SHS= 5 . 32 33 34 35 _8 4x6 7.00 12 3x8 = 4x6�� 4 7 9 0 B g51otto r® a 30 10 j3x6 G 1.5x5x 4 II 1.5x4 II 3x6 vo 3 29 11 n ; 4,44444440444r 28 2 .1''M u - 12 N ao ;1 r; o /Ii i 17 -_' Iola 21 20 19 1.5x4 II 15 14 13 3x8 = 4x8= 1.5x4 5k12 = 1.5x4 II 4x8= 3x8= VERTICAL SUPPORT OF FREE END 5x12 = OF CHORD IS REQUIRED. I 3-10-8 1 7-7-4 1 11-2-8 I 14-10-8 1 20-0-0 I 22-1-12 1 25-10-8 I 29-9-0 I 3-10-8 3-8-12 3-7-4 3-8-0 5-1-8 2-1-12 3-8-12 3-10-8 Plate Offsets(X,Y)— [2:0-8-0,0-0-14].[5:0-4-0,0-1-21.[8:0-4-0.0-1-2],[12:0-8-0,0-0-141[13:0-3-8,0-2-0],[16:0-5-12,0-3-0],[18:0-5-12,0-3-0],[21:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.21 19 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.44 19 >814 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.12 12 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:183 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* JOINTS 1 Brace at Jt(s):7,6,9 13-16,18-21:2x4 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) 12=1447/0-5-8,2=1532/0-5-8 Max Horz 2=205(LC 11) Max Uplift 12=-211(LC 15),2=-236(LC 14) Max Gray 12=1952(LC 33),2=2094(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3370/412,3-4=-3317/417,4-5=-1211/359,4-6=-1941/206,6-7=-1939/206, 7-9=1909/218,9-10=-1910/218,8-10=1210/361,10-11=-3283/444,11-12=-3391/434, 5-8=-1050/350 BOT CHORD 2-21=362/2822,17-18=-155/2806,16-17=-155/2806,12-13=319/2843 WEBS 18-20=0/318,4-18=0/669,10-16=0/653,7-17=0/353,7-18=-332/213,7-16=-365/182, 11-13=-372/84,13-16=-321/2732,3-21=-415170,18-21=372/2697 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-7-4,Exterior(2)11-7-4 to 22-1-12, ��1�ED P R OFE�rS Interior(1)22-1-12 to 29-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces �\� ��G'NEFR 1 61 &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 w -9 3)Unbalanced snow loads have been considered for this design. :9200P E f 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 30.0 psf on overhangs non-concurrent with other live loads. 10P,"° ' 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / ��OREGON X44/ �7 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 G will fit between the bottom chord and any other members. Y 2�� —�— 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 4' V 12=211,2=236. 4/FR R 10- 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 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 August 31,2017 t I MOM u ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ann-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 ANSIITPII 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 pry Ply 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625140 20027 A16 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:44 2017 Page 1 ID:IjpNFY1gzbHAgDi6a7SfE5yiKht-m9g_tiK_GhrGHWllhyrgCk VSYnGleM9je8gcHyiHkP 15-9-5 11-0-0 6-11-5 1 13-7-4 13-11711 1611112 22-9-11 1 29-6-0 1-0-0 6-11-5 6-7-15 0-4-7 1-9-10 0-42' 6-7-15 6-8-5 5x8 M18SHS= Scale=1:54.7 5x8 M18SHS= 4 wi i\ Too 12 19 20 21 3x6 i 3x6 3 6 22 V • ' co 0 23 18 7 2 1 h 0 E' R '. 5 11 10 9 8 3x6 = 1.5x4 II 3x4 = 5x8 = 1.5x4 II 4x6= I 6-11-5 I 13-7-4 i 16-1-12 i 22-9-11 I 29-6-0 I 6-11-5 6-7-15 2-6-8 6-7-15 6-8-5 Plate Offsets(X,Y)— [2:0-6-8,0-0-10],[4:0-4-0,0-1-21,(5:0-4-0,0-1-21,17:0-0-0,0-0-8],[9:0-2-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.15 11-17 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.22 11-17 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.09 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:152 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 3-10,4-9,6-9 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) 7=1385/Mechanical,2=1462/0-5-8 Max Horz 2=240(LC 11) Max Uplift 7=-254(LC 15),2=-289(LC 14) Max Gray 7=2084(LC 33),2=2138(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3452/432,3-4=-2404/395,4-5=-1860/395,5-6=-2375/398,6-7=3358/430 BOT CHORD 2-11=406/2830,10-11=406/2830,9-10=144/1875,8-9=-284/2728,7-8=-284/2728 WEBS 3-11=0/297,3-10=1107/306,4-10=101/636,4-9=-298/237,5-9=-114/706, 6-9=-1031/301,6-8=0/275 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-9-0,Exterior(2)13-9-0 to 16-1-12, Interior(1)20-4-11 to 29-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces RS for ber DOL=1.60 plate grip DOL=1.60 2)TCLL: SCE 7-10;reactions shown; p f(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �� P R OFFss 3)Unbalanced snow loads have been considered for this design. c. ,NG�NF�R �Q2 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 14.1 -s, non-concurrent with other live loads. Qz 89200PE r 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. doel I I p/�110/. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 •�r• /Z, will fit between the bottom chord and any other members. -y OREGON 4(/ 9)Refer to girder(s)for truss to truss connections. ,L 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /40 4)' 142•°\ +7=254,2=289. A p ' le F 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum '►'/ . R 1l sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 31,2017 t i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Nut 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 ANSIITPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) 2 K3625144 20027 CO1 CALIFORNIA GIRDER 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:52 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-Xi8OZSQON8r8EIMr9e_YXQKuwmWuA79LYt45upyiHkH 4-5-8 11-0- 3-11-8 41-111 7-4-8 10-0-0 12-7-8 15-6-8 19-6-8 23-9-14 27-11-8 32-1-1 35-8-5 2 40-0-0 1-0. Y-o-o 3-11-8 0 -3 2-11-0 i 2-7-8 2-7-8 2-11-0 4-0-0 I 4-3-6 4-1-10 4-1-10 i 3-7-4 0-5-15 3-9-12 -0.0 0.1-13 Scale=1:72.4 Special 7.00 12 4x8 = Special Special Special 5x8 = 5x6 = 3x8 = 1.5x4 H 155x8 // 3 45 3435 36 6 37 7 838 39 9 40 41 42 10 43 11 12 13 4445 I . 46 ��177 d ii illw atil__ Lo 1 2 .� 28 47 27 26 25 50 24 ai [. 1 Iy 8- �* 12x18 48 3x449 10x10 = 10x10= 7x18 \52 53 •.XXXX 5 2 XX X 4XXXXXX8XXXXX3x4 XXXX '\ d II LSSH15-TZ Special LSSH15-TZ 23 22 21 20 19 18 4x6% 4.00 12 LSSI15-TZ6x6 — 4x8 = 4x6 = 4-5-8 i 7-4-8 1 10-0-0 12-7-815-6-8 19-6-8 23-9-14 27-11-8 32-1-1 36-2-4 40-0-0 4-5-8 2-11-0 2-7-8 2-7-8 i 2-11-0 4-0-0 4-3-6 4-1-10 4-1-10 4-1-3 3-9-12 Plate Offsets(X,Y)— [5:0-1-12,0-0-0],[9:0-1-11,0-0-9],[10:0-1-12,0-1-12],[11:0-3-0,0-3-0],[23:0-3-0,0-4-4],[24:0-7-12,0-3-4],[25:0-5-0,0-3-4],[26:0-5-0,0-3-4],[28:0-7-3 ,0-4-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.29 26-27 >809 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.63 Vert(CT) -0.38 26-27 >617 180 TCDL 7.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.14 23 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-MS Weight:409 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std*Except* 10-22,12-22,12-19,14-19:2x4 DF No.1&Btr REACTIONS. All bearings 20-5-8 except(jt=length)2=0-5-8. (Ib)- Max Horz 2=91(LC 66) Max Uplift All uplift 100 lb or less at joint(s)18 except 2=-705(LC 10), 23=-3163(LC 7),22=-1586(LC 29),20=-219(LC 64),19=-282(LC 63),16=-122(LC 68) Max Gray All reactions 250 lb or less at joint(s)except 2=1739(LC 29),23=6149(LC 28),23=5806(LC 1),22=1046(LC 14),20=433(LC 42),19=556(LC 55),18=453(LC 56),16=402(LC 56) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5129/2463,3-5=-6765/3423,5-6=6731/3429,6-7=-6778/3603,7-8=-6778/3603, 8-9=-2180/4085,9-10=-2242/4205,10-11=-1280/2446,11-12=-1277/2439, 12-13=-181/339,13-14=181/339 BOT CHORD 2-28=2245/4612,27-28=-4361/8208,26-27=4361/8208,25-26=-1629/2916, 24-25=-1629/2916,23-24=8017/4193,22-23=-7067/3691,20-22=-987/595, 19-20=-987/595 likED P R OFF WEBS 3-28=1616/3167,9-24=-642/338,10-24=1770/3456,10-23=3550/1904, (C iss 10-22=-2735/5232,11-22=-443/188,12-22=1637/836,12-20=-353/281,12-19=411/754, <° GINE v61/0/� 13-19=-556/164,14-19=303/169,14-18=278/94,6-27=-253/375,7-26=-465/199, 29 �� 8-25=268/431,6-28=-1643/1051,6.26=-1548/787,8-26=-2069/4023,8-24=-7240/3926 :9200PE I-- NOTES- 1) 'NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 4 11P,......./55e.r......,, Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. . Q Webs connected as follows:2x4-1 row at 0-9-0 oc. 74. 4/OREGON X40 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 /Q •QY 14 rZ0'� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. A �Q` 3)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; *✓7-R R I L�' 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 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 EXPIRES: 12/31/?017 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs August 31,2017 CoirtineedranereaeWith other live loads.% 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 1VliT®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 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625144 20027 CO1 CALIFORNIA GIRDER 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:52 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-Xi8OZSQON8r8EIMr9e_YXQKuwmWuA79LYt45upyiHkH NOTES- 7)Provide adequate drainage to prevent water ponding. 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. 10) 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. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18 except(jt=lb)2=705,23=3163,22=1586,20=219, 19=282,16=122. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 14) Use USP LSSH15-TZ(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 4-1-7 from the left end to connect truss(es)to front face of bottom chord, skewed 45.0 deg.to the left,sloping-13.3 deg.down. 15) Use USP LSSH15-TZ(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 16-0-12 from the left end to 18-0-12 to connect truss(es)to front 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)235 lb down and 215 lb up at 3-6-10,346 lb down and 261 lb up at 6-0-12,123 lb down and 63 lb up at 8-0-12,365 lb down and 198 lb up at 10-0-12,260 lb down and 182 lb up at 12-0-12,183 lb down and 154 lb up at 14-0-12,142 lb down and 87 lb up at 16-0-12,and 214 lb down and 170 lb up at 18-0-12,and 178 lb down and 144 lb up at 19-7-4 on top chord,and 119 lb down and 151 lb up at 6-0-12,391 lb down and 270 lb up at 8-0-12,289 lb down and 237 lb up at 10-0-12,and 351 lb down and 276 lb up at 12-0-12,and 351 lb down and 279 lb up at 14-0-12 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=-74,3-4=74,3-14=-74,14-15=-74,14-17=-74,28-29=-20,24-28=-20,23-24=-20,16-23=-20 Concentrated Loads(Ib) Vert:3=-88 10=-66 26=-289(F)7=-281(F)35=-266 37=-10(F)38=-176(F)39=-78(F)40=-3 42=-97 47=-187(F)48=52(F)49=391(F)50=-351(F)51=-351(F) 52=-132(F)53=1(F) t I MIME A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 551-7473 rev.10/09/2015 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 ANSIRPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625145 20027 CO2 CALIFORNIA 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:55 2017 Page 1 ID:IjpNFYl gzbHAgDi6a7SfE5yiKht-xHg8BTSug3Dj5C5PgmYF92y06zSQNSAnErIIV8yiHkE 6-5-8 6-4-0 11-0-0 2-4-4 5-9-13 10-0-0 13-6-8 13-0-0 16-7-4 19-6-8 27-0-2 33-9-13 34/3115 40-0-0 1-0. 1-0-0 2-4-4 i 3-5-8 0.461 3-6-8 1 3-6-8 04-8 2-11-4 2-11-4 7-5-10 6-9-11 0-6- 5-8-1 -Male=1:72.4 0-1-13 0-1-8 5x12 4x8 = 3x4 H 5x8 = 3x4 II 5x8 = 4x8 = 4x8= 5x6 7.00 171-2- 3 4 28 5 29 6 7 30 8 31 9 10 32 33 11 la11,0.:/' to v 27IIL�Tr� l 3v' 34 r °' 21 20 19 CV n 12 q N 01• 2 - 8x10 M18SHS =5x12 =8x12 M18SHS = 18 se V, [B `- I t 8x9 17 16 15 14 4x8% 4.00 12 8x12 = 3x4 I 5x8 = 4x4 = 4x6 _ 1 2-4-4 1 6-4-0 6-5r8 10-0-0 1 13-6-8 13 16-7-4 1 19-6-8 1 27-0-2 1 34-3-15 40-0-0 1 2-4-4 3-11-12 04-8 3-6-8 3-6-8 0-1'-8 2-11-4 2-11-4 7-5-10 7-3-14 5-8-1 Plate Offsets(X,Y)— 14:0-3-8,0-2-01 18:0-3-8,0-2-81[17:0-6-0,0-3-81,119:0.6-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.97 19 >497 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -1.29 19 >372 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.48 12 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:447 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. 9-11,3-9:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 DF 1800F 2.1E*Except* 19-21:2x4 DF 2400F 2.0E WEBS 2x4 DF Stud/Std*Except* 3-21,5-20,4-20,6-20,4-21,6-19:2x4 DF No.1&Btr REACTIONS. (lb/size) 2=1954/0-5-8,12=1954/0-5-8 Max Horz 2=113(LC 13) Max Uplift 2=-376(LC 11),12=-375(LC 10) Max Gray 2=2418(LC 32),12=2408(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-8990/1507,3-4=-10793/1806,4-5=-15866/2625,5-6=15866/2625,6-7=12167/1988, 7-8=-12160/1986,8-10=-8629/1406,10-11=-3953/665,11-12=-4583/726 BOT CHORD 2-21=1401/8075,18-19=-3120/18913,17-18=-1470/8956,16-17=-1196/7631, 14-16=-1196/7631,12-14=562/3947,20-21=-1849/11002,19-20=-2897/17536 WEBS 3-21=-818/5212,8-17=-3144/623,10-17=-237/1086,10-16=0/293,10-14=-4017/754, 11-14=-213/1813,7-18=-986/195,8-18=-749/4521,6-18=-7228/1204,5-20=-909/203, 4-20=-890/5193,6-20=-1783/405,4-21=-1829/431,6-19=-819/5281 NOTES- tin P R OFE 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: '< G�NE R s4 Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-7-0 oc. �� N F Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. ,7,‘.,r 2� Webs connected as follows:2x4-1 row at 0-9-0 oc. Q 80200 P E f 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 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; //e . _ MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 5-6-5,Exterior(2)5-6-5 to 40-0-0, "Ai� • Interior())40-0-0 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& is 4 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 74. 2!OREGONb. i�4/ 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 <O 4 4' 14 2-Q;\2-Q;\ Q4 5)Unbalanced snow loads have been considered for this design. p I , 6)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs FR R 1 L`- non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. EXPIRES: 1231�2�17 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) *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 August 31,2017 iontilriliat 6etoaam2he bottom chord and any other member;, r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/09/2015 BEFORE USE NI" 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 ANSIRPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625145 20027 CO2 CALIFORNIA 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:55 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-xHg8BTSug3Dj5C5PgmYF92yO6zSQNSAnErIIV8yiHkE NOTES- 11) 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. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=376,12=375. 13) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. I 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 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,uild1111 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 Mi Iek• 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 ANSUTPII Quality Criteria,DSB-85 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625146 20027 CO3 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:58 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-MsWHgVUnz_bHygq_Vu5ynhasQBT?ag2DxpXP6TyiHkB 33-10-0 32.4-7 41-0-0 7-7-9 2 11-8-0 15-74 1958 21-10-0 26-10-0 31-10-0 3212 36-11-0 40-0-0 1 1-0-0i 7-7-9 Ob-1l0 3-5-13 3-114 3-11-4 2-3-8 I 5-0-0 5-0-0 0.!4- 1-5-9 I 3-1-0 i 3-1-0 -0-0 0-2-4 Scale=1:72.6 8x10 M18SHS 3x4 I I 11 4x6= 4x12 = 8x10 = 4x8 = 4x8= 5x12 7.00 12 3, 4 36 5 6 7 8 9 3x6 owDID � � -mss Pain 37 to 38 39 10 12 q0 3x6 f larir 1\ 35 g 13 v 34 27 26 M °i' v �� -r y mN X12 ✓ 10x10M18SHS= 25 �`�^ 14i" o` 8x12 M18SHS= 6x6 E—�'o 21 19 "\ 015 24 23 8x18 M18SHS = 4x8 % 1.5x4 II 20 17 16 4.00 12 1.5x4 II 5x8 = 4x6 4x8 % 8x12 M18SHS= 3x4 8x10 M18SHS = 4x8 = 33-10-0 I 8-2-3 11-8-0 15-7-4 19-6-8 1 21-10-0 i 26-10-0 1 31-10-0 3212,3 i 36-11-0 1 404-0 1 8-2-3 0-1L 3 34-0 3-11-4 3-11-4 2-3-8 5-0-0 5-0-0 04-'3 3-1-0 3-1-0 1-7-13 Plate Offsets(X,Y)— [2:0-1-2,Edge],[3:0-3-8,Edge],[5:0-3-8,0-2-01.f14:0-0-0,0-0-41,[16:0-3-8,0-2-01,118:0-7-0,Edge],[24:0-8-4,0-2-4],[26:0-6-4,0-5-41,[27:0-5-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -1.00 25-26 >478 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -1.36 25-26 >352 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.72 14 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:248 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E*Except* TOP CHORD Structural wood sheathing directly applied. 1-3:2x4 DF 2400F 2.0E,11-15:2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* WEBS 1 Row at midpt 6-24,9-19 2-27,24-26:2x6 DF 1800F 2.1 E,26-27:2x6 DF 2400F 2.oE MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std*Except* be installed during truss erection,in accordance with Stabilizer 3-27,22-24,5-26,6-25,16-18:2x4 DF No.1&Btr WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=2000/0-5-8,14=2124/0-5-8 Max Horz 2=183(LC 10) Max Uplift 2=-308(LC 11),14=-353(LC 10) Max Gray 2=2318(LC 32),14=2402(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-9004/1386,3-4=9632/1489,4-5=12424/1931,5-6=-8646/1568,6-7=7135/1478, 7-9=-7224/1490,9-10=-4357/1267,10-12=-4937/1163,12-13=5254/1201, 13-14=-4397/1034 BOT CHORD 2-27=1311/8132,26-27=-1848/12328,25-26=-1316/9090,24-25=-991/6627, 23-24=-127/687,7-22=-293/104,21-22=-1156/6471,19-21=-1156/6471,18-19=890/4554, 14-16=-806/3768 WEBS 3-27=-595/4514,4-27=-3066/705,4-26=-184/1150,6-24=-3814/604,6-22=-318/1655, .� QED P R OF,E s 9-22=-236/937,9-19=-2579/494,22-24=-857/5915,5-25=-2275/436,5-26=-666/4126, �G GENE S/ 6-25=-479/2994,12-18=106/705,13-16=823/212,16-18=784/3664,13-18=135/804, \5 �N F9 Q 10-19=-222/1886,12-19=680/108 �� 29 NOTES- . 89200PE r 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 Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 7-6-5,Exterior(2)7-6-5 to 35-7-14, —� Interior(1)35-7-14 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces _E, Lw &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 mi, Cr 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 17/... 4,,,OREGON A.k/ 3)Unbalanced snow loads have been considered for this design. /O '.1}' 14 `4°NI* 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs Q` non-concurrent with other live loads. '!l(R RIO- 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES. 12/31/2017 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. August 31,2017 continued on pane 2 i r.. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mi1-7473 rev.10/09/2015 BEFORE USE. ml" 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/PII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625146 20027 CO3 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:34:58 2017 Page 2 ID:IjpNFY1gzbHAgDi6a7SfE5yiKht-MsWHgVUnz bHygq_Vu5ynhasQBT?ag2DxpXP6TyiHkB NOTES- 9)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. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)2=308,14=353. 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. i A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ANSIRPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625147 20027 C04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:00 2017 Page 1 ID:IjpNFYlgzbHAgDi6a7SfE5yiKht-IEd1 EBW1 Ubs?Bz_NdJ7Qs6fBd_Bo2m4W070WALyiHk9 -�1-0-q 5-1-0 9-9-13 10r$3 14-7-0 i 19-6-8 i 21-10-0 I 26-1-4 30-2-3 31-10.0133-10-0 1 3611-0 i 40- 0-0 41-0- 0 0-0 5-1-0 4-8-13 0-4'6 4-4-13 4-11-8 2-3-8 4-3-4 4-1-0 1-7-13 2-0-0 3-1-0 3-1-0 1-0-0 Scale=1:73.8 8x12 M18SHS‹.- 4x12 = 4x6 = 4x8 = 3x4 I I 4x4= 5x8 �� 4 534 6 7 8 35 36 9 10 7.00 1-1-2— E V ,:`� 3x6 �� 11 14 3 733x63 41111111111137 3x6 �� E 32 24 12 2 25 8x12 M18SHS 23 _=�-` Co ic 1 3x4 II E_� _- 13'4 Oil /� 4x6 ,�0 aaaaarr:,<�_+.� \ 4 8x14 = 19 Q9 22 21 16 15 4.00 12 3x8 = 17 3x8= 5x8 M18SHS% 8x10 M18SHS= 1.5x4 5x8 = 3x4 7x18= 31-10-0 I 5-1-0 10-0-0 1 14-7-0 i 19-6-8 1 21-10-0 1 30-2-3 30�-7 133-10-0 i 3611-0 i 40 5-1-0 4-11-0 4-7-0 4-11-8 2-3-8 8-4-3 0-Z� 2-0-0 3-1-0 3-1-0-0-0 1-5-9 Plate Offsets(X,Y)— [4:0-6-0,0-2-14],[13:0-8-0,0-0-141[15:0-3-8.0-2-8],[18:0-10-4,Edne],[22:0-7-0,0-2-81,[24:0-5-13,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.63 23-24 >768 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.89 23-24 >541 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.83 Horz(CT) 0.55 13 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:251 lb FT=20% BCDL 10.0 g LUMBER- BRACING. TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-10:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* WEBS 1 Row at midpt 7-22,9-19 2-24,22-24:2x6 DF 1800F 2.1E,8-21:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std*Except* be installed during truss erection,in accordance with Stabilizer 20-22,4-24,15-18:2x4 DF No.1&Btr Installation guide. REACTIONS. (lb/size) 2=1962/0-5-8,13=1989/0-5-8 Max Horz 2=180(LC 13) Max Uplift 2=-282(LC 14),13=-267(LC 15) Max Gray 2=2108(LC 33),13=2143(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7793/1282,3-4=-8023/1195,4-5=7660/1154,5-7=6080/979,7-8=-5057/834, 8-9=-5094/835,9-10=-3528/627,10-11=-4084/682,11-12=-4593/752,12-13=3848/650 BOT CHORD 2-25=1146/7000,24-25=-1162/7083,23-24=444/6416,22-23=-673/4865, 21-22=-132/289,19-20=567/4581,18-19=-541/3989,13-15=-502/3294 WEBS 5-24=317/1820,7-22=-2790/410,20-22=-529/4549,7-20=112/1072,9-20=-146/774, 9-19=1637/390,11-18=-41/621,10-19=-223/1770,11-19=1000/194,4-24=-481/3704, 3-24=-881/362,5-23=-1458/334,7-23=323/1875,12-15=-710/136,15-18=-489/3203, 12-18=-111/711 NOTES- RSD P R OFF il 1)Wind:ASCE 7-10;Vult=14omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;Exp B;enclosed; ��Z2 �GINE�R 'I MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 9-6-5,Exterior(2)9-6-5 to 35-11-14, �? �fi Interior(1)35-11-14 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces �� 89200 P E �� &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs w non-concurrent with other live loads. wir 5)Provide adequate drainage to prevent water ponding. 74_ 4!OREGON t''' �((j 6)All plates are MT20 plates unless otherwise indicated. / '� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Aq y 14+2O�Q 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 MFR R I L, will fit between the bottom chord and any other members. 9)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. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) EXPI RES: 12/31/2017 2=282,13=267. August 31,2017 Continued on oaae 2 t r I lim� A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 ANSITrP11 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625147 20027 C04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:00 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-IEd1 EBW 1 Ubs?Bz_NdJ7Qs6fBd_Bo2m4WO70WALyiHk9 NOTES- 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7471 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 �F 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®ki 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625148 20027 C05 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:03 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-ipJAtCYvn WEa3Riyl Rh7UkHgaCD3F6ny45EAngyiHk6 5-1-0 i 9-9-13 10i2.3 147-0 i 19-6-8 1 21-10-0 i 26-1-4 30-2-3 31-10-0133-10-0 1 36-11-0 i 40-0-0 41-0-q11--0--0(' 5-1-0 4-8-13 0-46 4-4-13 4-11-8 2-3-8 4-3-4 4-1-0 11-7-13 2-0-0 3-1-0 3-1-0 1-0-0 Scale=1:72.5 7x18 i 5 5x12 = 12 / 4x8 = 4x78,.=, 3x4 II 5x8 7.00 12 6 8 9 4x4= 11 4 � � � • 43 ,38 40 `'+ 42 V 3x6 3x6 36 13 3 3x6 Q 14 3510 .111111111111111.:i26 Co F. 34 2 � 27 9x18 M18SHS= 25 yll * M 1 I 3x4 M� �� 15.n 4x6 $ 21 r�o�` � Iv 46 o /':* 8x14 = 4x8 24 23 18 17 4.00 12 3x8= 19 4x8 = 4x8% 8x10 M18SHS = 1.5x4 5x8 = 3x4 8x12 M18SHS = 31-10-0 I 5-1-0 5-1-0 10-0-0 4-11-0 14-7-0 4-7-0 i 19-6-8 4-11-8 2-3-8 21-10-0 i 30-2-3 8-4-3 36�-7 1 2-0-0 33-10-0 1 3-1-0 3 -1-0 36-11-0 40-0 -0 1 0-2-4 1-5-9 Plate Offsets(X,Y)— 12:0-1-2,Edae],[4:0-6-4,Edael.16:0-3-8,0-2-01[17:0-3-8,0-2-01,120:0-7-4,Edge],[24:0-7-0,0-2-81.[26:0-8-8,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.67 25-26 >717 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.95 25-26 >506 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.59 15 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:259 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. Except: 4-7,7-11:2x6 DF 1800F 2.1E 3-2-0 oc bracing:4-6 BOT CHORD 2x4 DF No.1&Btr*Except* 5-3-0 oc bracing:10-11 2-26:2x6 DF 2400F 2.0E,24-26:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. 9-23:2x4 DF Stud/Std WEBS 1 Row at midpt 8-24,10-21 WEBS 2x4 DF Stud/Std*Except* MiTek recommends that Stabilizers and required cross bracing 6-26,22-24,13-18,4-26,17-20:2x4 DF No.1&Btr be installed during truss erection,in accordance with Stabilizer WEDGE Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=2156/0-5-8,15=2178/0-5-8 Max Horz 2=244(LC 11) Max Uplift 2=-342(LC 14),15=325(LC 15) Max Gray 2=2750(LC 33),15=2767(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-9201/2342,3-4=-8626/2457,4-6=8226/2550,6-8=-6449/1857,8-9=-5335/1386, 9-10=5374/1390,10-11=3783/1249,11-13=-4375/1163,13-14=-5274/1234, 14-15=-4688/1058 BOT CHORD 2-27=2167/8209,26-27=-2189/8287,25-26=-1673/6806,2425=1087/5128, 23-24=-165/310,21-22=-1023/4865,20-21=924/4529,15-17=-825/3968 WEBS 6-02-26=1=7166/8218/4223,1 -2171681//431,-1234-2=0-2=9-4891//764591,, 3-20=-891 749,11-21=337/1804,8-32-22=1=-25160/5131/31787,140-2262==-284125//7368963, -21-1053/1871426=842/3893, .,<(.. 0 PROFFSs 3-26=608/379,6-25=-1592/654,8-25=699/2024,1417=-841/213,17-20=792/3814, 15 NGINEF /p 14-20=-114747 ,C? R �fi NOTES- ir 89200PE ter' 1)Wind:ASCE 7-10;Vult=14omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; /. /*' W MFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-2-3,Exterior(2)9-6-5 to 33-5-11, Interior(1)33-5-11 to 41-0-0 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 10 ¢` 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 74. OREGON Ix �4/ 3)Unbalanced snow loads have been considered for this design. / '� 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ' AAB� Y y 4+2�RP* non-concurrent with other live loads. '+"/ `/iR'L\- 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 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. August 31,2017 Continued on Daae 2 r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. mm. 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 M iTek' 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 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625148 20027 C05 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:03 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-ipJAtCYvn WEa3Riy1Rh7UkHgaCD3F6ny45EAngyiHk6 NOTES- 9)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. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=342,15=325. 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t 1 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE iW1-7471 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 MiTeke 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625149 20027 C06 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:07 2017 Page 1 ID:IjpNFYI gzbHAgDi6a7SfE5yiKht-baYhiabQrlk0X20jXH13eaRN9pZmBv3Y?jCOwRyiHk2 14-7-0 26-14 1-0 5-1-0 9-9-13 1 13-11-8 1 193b 21-10-0 25-9-13 30.23 ,71-10-0 33-10-0 36-11-0 40-0-0411-4:41 1 �-0-0 5-1-0 1 4-8-13 0.4=6 3-9-5 0.Z-111 4-11-8 1 23-6 i 3-11-13 0.-1 41-0 I 1-7-13 i 2-0-0 3-1-0 3-1-0 1-0 I-0 0-4-13 0-0-11 Scale=1:73.4 5x6 5x8 M18SHS= 1.5x4 II 5 9 43 44 12 5x12 � Al 4 12� 4x8 311 I 5x6 7.00 12 13 14 41 3x6 i 39 .4-1 ....•.T-' ,V 1 0 = 11 3x6 Q 15 ci 38 3 1, 42 3x6 w 37 28 16 N 36 29 8x12 M18SHS I I 27 -3m - _5l� ,o In 4 01io al 1.001.0 3x4 II 4x4 !, 23 aaaaarrat;raaaaaaaaaaa�►\1�, 18 o d 26 257x18 = 20 19 4.00 12 3x8 =21 4x6 = 5x8 M18SHS 7x18= 3x4 1.5x4 I I 7x6 = 7x18 = 31-10-0 i 5-1-0 10-0-0 147-0 1938 21-10-0 3x23 30 7 133-10-0 1 36-11-0 i 40-0-0 1 5-1-0 4-11-0 4-7-0 4-11-8 23-8 8-4-3 0-4 2-0-0 3-1-0 3-1-0 1-5-9 Plate Offsets(X,Y)- [2:0-4-15,0-0-8],[5:0-2-4,0-2-8],[7:0-3-8,0-2-0],[10:0-5-0,0-2-8],[12:0-4-0,0-1-21[13:0-5-0,0-3-0],[17:0-0-0,0-0-4],[22:0-11-0,Edge],[26:1-3-12,0-2-12], [28:0-5-12,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.51 28 >943 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -0.74 28 >652 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.47 17 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:288 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. 4-8,8-14:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* WEBS 1 Row at midpt 10-26 2-28,26-28:2x6 DF 1800F 2.1E,11-25:2x4 DF Stud/Std JOINTS 1 Brace at Jt(s):11,7,10,13 WEBS 2x4 DF Stud/Std*Except* MiTek recommends that Stabilizers and required cross bracing 7-28,24-26,19-22:2x4 DF No.1&Btr be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1962/0-5-8,17=1989/0-5-8 Max Horz 2=-248(LC 12) Max Uplift 2=-332(LC 14),17=-315(LC 15) Max Gray 2=2438(LC 33),17=2469(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-8318/1214,3-4=-7537/1154,4-5=-2338/428,4-6=-4936/787,6-7=-4936/787, 7-10=1769/401,10-11=-1266/351,11-13=-1288/350,13-14=-1419/366,12-14=-2292/415, 14-15=-3894/662,15-16=4791/716,16-17=-4285/619,5-9=1923/406,9-12=-1883/396 BOT CHORD 2-29=1087/7421,28-29=-1096/7492,27-28=-508/3852,26-27=-454/3173, 23-24=-390/2849,22-23=-511/4103,17-19=475/3622 WEBS 7-28=497/3551,10-26=-1825/285,24-26=-328/3004,10-24=19/616,13-24=199/731, 13-23=-25/656,15-22=-38/709,14-23=21/427,15-23=-1066/193,4-28=-240/2128, 3-28=-690/261,7-27=-806/210,10-27=178/1130,16-19=-764/129,19-22=-463/3528, �4Ep ' i-s �, 16-22=-48/544,5-6=-75/791,12-13=44/752,9-10=-967/265 44/ G,I EFCI S Ss 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; cc 89200PE 9r MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 13-9-12,Exterior(2)13-9-12 to 31-10-2, Interior(1)31-10-2 to 41-0-0 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=1.60r.,/`4ip ., ______ 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 w tr 3)Unbalanced snow loads have been considered for this design. OREGON 4/ 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 30.0 psf on overhangs G/ 4' y ZO*b' A non-concurrent with other live loads. Q 14 5)Provide adequate drainage to prevent water ponding. A 6)All plates are MT20 plates unless otherwise indicated. 4/FR R I�-�' g 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 20.0psf 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 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify August 31,2017 capacity of bearing surface. 9 Continupd on Daae 2 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. NI* 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 Miele 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 tnisses and truss systems,see ANSVTPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625149 20027 C06 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:07 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-baYhiabQrikOX20jXH13eaRN9pZmBv3Y?jCOwRyiHk2 NOTES- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=332,17=315. 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 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 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 M iTek' 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 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K362515O 20027 CO7 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:09 2017 Page 1 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-XzgR7GdgNM jnMA6eioXj?XkpdDefpGrS0hV?KyiHkO �1-0 Q 5-0-14 I 10-0-0 15-8-1 1S-2r3 19-6-8 1 23-9-13 2413-I 5 31-11-7 40-0-0 1-0 pp�d 5-0-14 4-11-2 5-8-1 0-0 3-4-5 4-3-5 0 6 2 7-7-8 8-0-9 1-01 Scale=1:72.2 5x6 i 4x8 = 5x8 Q 7.00 12 6 28 29 7 30 31 8 rzz 5x8 3x8 -i 3x6 5 32 3x8 4 �a 9 uS 3x6'� 27 I \11 33 m a, 3 ow.4�, 2526 I' 17 3435 35 N 2 0 18 8x12 M18SHS 1 c, I 3x4 II 16 i' ►1 110 12 o �_: 5x12 4x8 15 36 14 13 4x8 4.00 12 5x6 = 3x8= 5x8 = 4x6 I 5-0-14 1 10-0-0 I 15-8-1 i 19-6-8 1 24-3-15 1 31-11-7 40-0-0 5-0-14 4-11-2 5-8-1 3-10-7 4-9-7 7-7-8 8-0-9 Plate Offsets(X.Y)— f2:O-1-2,Edoe),[5:O-2-4,0-1-81,111:0-0-0.0-0-41,[13:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.67 16-17 >722 240 MT2O 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.93 16-17 >516 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.58 11 n/a n/a BCLL 0.0 * Code IBC2O15/TP12O14 Matrix-AS Weight:234 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. 6-8:2x6 DF 18O0F 2.1E,1-4,9-12:2x4 DF 24O0F 2.0E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* WEBS 1 Row at midpt 7-15,7-14,10-14,5-16 2-17:2x6 DF 24O0F 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 5-17,5-16:2x4 DF No.1&Btr Installation guide. REACTIONS. (lb/size) 2=1954/0-5-8,11=1954/0-5-8 Max Horz 2=279(LC 13) Max Uplift 2=-355(LC 14),11=-355(LC 15) Max Gray 2=25O8(LC 33),11=25O8(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-8861/1248,3-5=-7929/1106,5-6=-3412/642,6-7=-2790/610,7-8=-2407/580, 8-10=-3060/590,10-11=-4197/633 BOT CHORD 2-18=-1223/7927,17-18=-1227/7974,16-17=-880/6864,15-16=-251/2556, 14-15=-235/2420,13-14=-437/3485,11-13=-437/3485 WEBS 6-16=168/1162,7-16=-149/837,7-15=742/116,7-14=-413/222,8-14=-100/813, 10-14=-1269/355,10-13=0/335,5-17=578/4724,3-17=809/302,5-16=-4860/781 NOTES- . 1)Wind:ASCE 7-10;Vult=14Omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; t-,c D PROF-. MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 15-8-1,Exterior(2)15-8-1 to 29-11-14, 0: Interior(1)29-11-14 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces CJ� �NGI NEI-. s/0 &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 N. 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �� $9200PE ��' 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. /' 6)All plates are MT2O plates unless otherwise indicated. fl OREGON Cr 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -7.4_ A_� 1(/ 8)*This truss has been designed for a live load of 2O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide / `�.9 '� will fit between the bottom chord and any other members,with BCDL=1O.Opsf. Q y 14,`Z� Q} 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MFR R I L'- capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=355,11=355. EXPIRES: 12/31/2017 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. August 31,2017 4 4 ..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Af11-7473 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 ANSIITPI7 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625151 20027 CO8 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:11 2017 Page 1 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-TMoBYxewv_EROfJUm7q?oQc2_Qz57kO8wKAb3CyiHk ll 17-8-3 19-6-8 22-3-13 24g-3-1I15 p 1-0-00 5-0-14 y�2 i 1111 10213 17-%11 o--s 2-7-13 0--8 8,016-T 31-11-77-7-8 &0.90 -00--0' 1-6-0 1-8-13 1-6-0 Scale=1:76.5 1.5x4 I I1.5x4 II i 12 7.00 12 5x6 7 9 4x8 = 13 5x8� 6 10 A ki 34 y m y`` 35 14 8x10 "i 3x4 II 3x12-i 33 36 3x6 3x8 5 /�". 15 rn 32 3 n� 37 31 '23 38 N co 2 r 24 8x12 M18SHS 1)1/ 3x4 22 �_—— ►\ 1 .T.1 5x12 ,. 4x8 21 39 20 19 4.00 12 5x6 = 4x6 = 3x8= 5x6= 4x8 1 5-0-14 1 10-0-0 1 15-8-1 1 19-6-8 1 24-3-15 1 31-11-7 40-0-0 I 5-0-14 4-11-2 5-8-1 3-10-7 4-9-7 7-7-8 8-0-9 Plate Offsets(X,Y)— [2:0-1-2,Edoel,f17:Edge,0-0-4],[19:0-3-0,0-3-4),f23:0-6-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.73 22-23 >661 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.99 22-23 >486 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.61 17 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:241 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. 6-14:2x6 DF 1800F 2.1E,1-4,15-18:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* WEBS 1 Row at midpt 10-21,10-20,16-20 2-23:2x6 DF 2400F 2.0E,21-23:2x4 DF 2400F 2.0E 2 Rows at 1/3 pts 5-22 WEBS 2x4 DF Stud/Std*Except* MiTek recommends that Stabilizers and required cross bracing 5-23,5-22:2x4 DF No.1&Btr be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1990/0-5-8,17=1990/0-5-8 Max Horz 2=-315(LC 12) Max Uplift 2=-376(LC 14),17=-376(LC 15) Max Gray 2=2607(LC 33),17=2607(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-9348/1364,3-5=-8667/1152,5-6=-3855/629,6-8=-3179/651,8-10=3186/653, 10-11=-2757/624,11-14=2749/620,14-16=3442/581,16-17=-4458/615 BOT CHORD 2-24=1353/8381,23-24=1358/8441,22-23=-1008/7515,21-22=-247/2943, 20-21=-230/2788,19-20=-415/3737,17-19=415/3737 WEBS 6-22=-176/1215,10-22=-179/901,10-21=866/114,10-20=510/243,14-20=104/807, 16-20=-1153/341,16-19=0/335,5-23=-659/5083,3-23=633/301,5-22=5153/842 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; t4�E0 P R 0pe, MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 17-9-11,Exterior(2)17-6-7 to 22-5-9, C,'� GINE cS>0 Interior(1)27-10-3 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces �\ !GN F9 2 &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 iv 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 89200PE �1- 3)Unbalanced snow loads have been considered for this design. r 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs .�i non-concurrent with other live loads. �� 5)Provide adequate drainage to prevent water ponding. ill q. 6)All plates are MT20 plates unless otherwise indicated. OREGON 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1L- 4.1 t* is. � 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 <Q '91' 14V\ P' will fit between the bottom chord and any other members,with BCDL=10.0psf. ' 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4' R R11-\-- capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=376,17=376. EXPIRES: 12/31/2017 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum August 31,2017 sheetrock be applied directly to the bottom chord. 9 Continued on oaae 2 i MOM A WARNING-Verily 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 MeV 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 ANSITfPl1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625151 20027 C08 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:11 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-TMoBYxewv_EROfJUm7q?oQc2_Qz57k08wKAb3CyiHk_ NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE A01-7473 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 111111 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 MiTele 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 ANSIRPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625152 20027 CCG Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:13 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-PkwyzdgBRbU9FzTttYsTurhP6En kbgEQNefi75yiHjy -1-5-0i 3-1-12 5-9-15 i 28-1-15 1-5-0 3-1-12 2-8-3 22-4-0 Special Scale=1:68.8 4.95 12 24 12 10 11 23 o 9 3x4 % 22 78 6 p: 7=21 w 5 d Special 20 4 Special 4 q Special Special3 19 LSSH15-TZ 18 Spedal 17 1 2 iH15-TZ I` 25 Special 3x8= Special 2.8312 Plate Offsets(X,Y)- 12:0-6-9,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.03 13-16 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.04 13-16 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.00 Horz(CT) -0.01 11 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Weight:56 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except Qt=length)2=0-6-4,13=Mechanical,3=0-4-4. (Ib)- Max Horz 2=535(LC 10) Max Uplift All uplift 100 lb or less at joint(s)13 except 3=-192(LC 10),4=-125(LC 10),5—157(LC 10),6=-217(LC 10),8=-183(LC 10),9=-232(LC 10),10=-104(LC 11),11=257(LC 7) Max Gray All reactions 250 lb or less at joint(s)13,4,10 except 2=404(LC 1),3=298(LC 1),5=274(LC 1), 6=417(LC 1),8=342(LC 1),9=499(LC 17),11=740(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-543/81,3-4=414/31,4-5=-359/49,5-6=-324/128,6-8=-252/72 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �� O P R Opp, 4)This truss has been designed for greater of min roof live load of 19.1 psf or 1.00 times flat roof load of 30.0 psf on overhangs n E 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. �� (.NGI NE�9 /�/fj 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 <V ,7 will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 89200P E 8)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. „/--^ 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,8,9,10,11. 'ZI 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb) OREGON I=, 3=192,4=125,5=157,6=217,8=183,9=232,10=104,11=257. 7L D, A. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6,8,9,10,11. db '9y 14 2)s 4 12) Use USP LSSH15-TZ(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-11-11 oc max.starting atA. �P 2-9-8 from the left end to 5-9-3 to connect truss(es)to front face of bottom chord. ,►'/`R R I L'- 13) Fill all nail holes where hanger is in contact with lumber. EXPIRES: 12/31/2017 August 31,2017 Continued on Daae 2 t 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 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 M�lek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Milt** 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625152 20027 CCG Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:13 2017 Page 2 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-PkwyzdgBRbU9FzTttYsTurhP6En kbgEQNefi75yiHjy NOTES- 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)83 lb down and 25 lb up at 2-9-8,83 lb down and 25 lb up at 2-9-8, 116 lb down and 78 lb up at 5-7-7,116 lb down and 78 lb up at 5-7-7,82 lb down and 33 lb up at 8-5-6,104 lb down and 70 lb up at 11-3-5,339 lb down and 194 lb up at 14-1-4,171 lb down and 102 lb up at 16-11-3,413 lb down and 218 lb up at 19-9-2,and 305 lb down and 149 lb up at 22-7-1,and 64 lb down and 28 lb up at 27-7-3 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:1-12=-74,13-14=-20 Concentrated Loads(Ib) Vert:7=111 13=-79(F=-39,B=-39)18=-61(F=30,B=-30)20=-45 21=-220 22=-294 23=186 24=-23(F)25=-11(F=5,B=-5) t 1 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IMI-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,not1111. 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 budding 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 ANSIRPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625153 20027 001 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:15 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-M71 iOJiRyCItVHdF?zvxzGnx41 SR3hDjry8pByiHjw 1-1-0-0� �5-4-3 10-2-12 � 15-1-5 � 20-5-8 121-5-81 1-0-0 5-4-3 4-10-9 4-10-9 5-4-3 1-0-0 4x12 H Scale=1:43.9 3x6 = 3x4 4 3x4 3x4 2 1 3x4 7.00 111/: 52 F123-.12 \\ 53 3x12 // v 3x4 G 3 ' 5 3x4 J iai3x4 i :•♦+ +•` 3x4 Aq 49 54 0mi . . A \ i 6 1 " _,. .. . - . ... . O Cie 10 9 8 1831 4x4 = 3x4 = 3x4= 5x6 = 4x4 = I 6-11-11 I 13-5-13 I20-5-8 1 6-11-11 6-6-2 6-11-11 Plate Offsets(X,Y)— 12:0-0-8,0-1-14],[4:0-6-15,Edge1,[4:0-3-0,0-1-11],[6:0-0-8,0-1-141.[9:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.04 8-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.08 8-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 * BCDL 10.0 Code 1BC2015/TP12014 Matrix-AS Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Stud/Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1031/0-5-8,6=1031/0-5-8 Max Horz 2=183(LC 13) Max Uplift 2=217(LC 14),6=-217(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1443/277,3-4=1285/291,4-5=1285/291,5-6=-1443/278 BOT CHORD 2-10=-266/1204,8-10=43/814,6-8=156/1204 WEBS 4-8=-134/509,5-8=-374/227,4-10=-133/509,3-10=-374/226 NOTES- 1)Wind:ASCE 7-10;VuIt=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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-2-12,Exterior(2)10-2-12 to 13-2-12 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. P 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 �,9`�0 OF'�t5' 4)Unbalanced snow loads have been considered for this design. s 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ,\\ . „.N— iQ ��2 non-concurrent with other live loads. -9 6)All plates are 1.5x4 MT20 unless otherwise indicated. 89200PE r 7)Gable studs spaced at 1-4-0 oc. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 41P, will fit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OREGON 1(/ `. � • 2=217,6=217. OAav, 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum '.I)' 14 2 1?.4 sheetrock be applied directly to the bottom chord. Qj 'lien RIO- EXPIRES: 12/31/2017 August 31,2017 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE tell-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 ANSIRPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625154 20027 D02 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:17 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-IW9Tp?jhUq?bkane6OxP2hsEzr7EXbHOlGdwGsyiHju -1-0-0I 5-4-3 1 10-2-12 15-1-5 20-5-8 i 21-5-8 14_0 5-4-3 4-10-9 4-10-9 5-4-3 1-0-0 4x6 II Scale=1:39.3 4 19 20 7.00 12 21 1.5x4 \\ 18 1.5x4 // 3 \ ie.5 22 2 17 6 -A v Iml v L, 7 10 9 23 24 8 -",- 3x4 3x4 = 3x4 = 3x4= 3x4= 3x4= I 6-11-11 I 13-5-13 I 20-5-8 I 6-11-11 6-6-2 6-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.07 8-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.10 8-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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) 2=1036/0-5-8,6=1036/0-5-8 Max Horz 2=-188(LC 12) Max Uplift 2=-214(LC 14),6=-214(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1493/284,3-4=1342/312,4-5=1342/312,5-6=-1493/284 BOT CHORD 2-10=272/1265,8-10=-82/825,6-8=161/1243 WEBS 4-8=-158/576,5-8=-407/241,4-10=-158/576,3-10=407/241 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 and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-2-12,Exterior(2)10-2-12 to 13-2-12 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs RED P R OFFS 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 NG N E�R s�3 will fit between the bottom chord and any other members,with BCDL=10.0psf. ki -9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) C :9200 P E r 2=214,6=214. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum4),m P1,1 . sheetrock be applied directly to the bottom chord. CC 174. OREGON�� alto <O 9).' 14 2p P-� MFRRILA-� EXPIRES: 12/31/2017 August 31,2017 t 1 ®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 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 ANSUTPII Quality Criteria,DSB-88 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625155 20027 D03 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:18 2017 Page 1 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-mijrOKkJF77SMkMgg5SebvPQpFTVG2b9XwNTolyiHjt -1-0-0 5-4-3 10-2-12i 15-1-5 20-4-0 1-0-0 5-4-3 4-10-9 4-10-9 5-2-11 4x6 II Scale=1:38.7 4 7.00 I12 17 18 19 20 1.5x4 \\ 1.5x4 // 3 5 '7 o m to 21 16 6 2 _ LI LE Li to O 9 8 22 23 7 2S 3x4= 3x4 = 3x4= 3x4= 3x4 = I 6-11-11 I 13-5-13 I 20-4-0 I 6-11-11 6-6-2 6-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 7-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.10 7-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=954/0-4-0,2=1031/0-5-8 Max Horz 2=182(LC 11) Max Uplift 6=181(LC 15),2=213(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1486/284,3-4=-1335/312,4-5=1321/319,5-6=-1490/293 BOT CHORD 2-9=-284/1250,7-9=-94/818,6-7=-181/1220 WEBS 4-7=-157/556,5-7=-395/241,4-9=-158/578,3-9=-397/241 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 and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-2-12,Exterior(2)10-2-12 to 13-2-12 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ñGlN % PRnon-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 wide2 will fit between the bottom chord and any other members,with BCDL=10.0psf. -9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 89200P E 'r 6=181,2=213. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ,Airsheetrock be applied directly to the bottom chord. / ,s.�/Z-- ` Iwo y ',OREGON lti� L /O A ' 14 2°N + MER R I L�- 6 EXPIRES: 12/31/2017 August 31,2017 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE III 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 ANSIITPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625156 20027 E01 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 5 Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:20 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-i4rbROIanINAb2VDn WU6gKUoR2D?k?OS_EsasByiHjr -1-0-0i 7-2-0 14-4-0 15-4-0 1-0-0 7-2-0 7-2-0 1-0-0 4x4= Scale=1:29.7 7 6 8 7.00 12 9 5 W 4 10 a 3 11 12 v 2 ., H o- 9 -la I" / XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 13 0 3x4= 22 21 20 19 18 17 16 15 14 3x4= I 14-4-0 I 14-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 13 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 13 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 12 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-S Weight:73 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. 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 14-4-0. (Ib)- Max Horz 2=-137(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,12,19,20,21,22,17,16,15,14 Max Gray All reactions 250 lb or less at joint(s)2,12,18,19,20,21,22,17,16,15,14 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)-1-0-0 to 1-10-0,Exterior(2)1-10-0 to 7-2-0,Comer(3)7-2-0 to 10-2-0 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ��p P R Op non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. Ca G1 NE s/ 7)Gable requires continuous bottom chord bearing. N E� Q2 8)Gable studs spaced at 1-4-0 oc. 41/ 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CC" 89200P E � 10) *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. �it/ 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,12,19,20,21, 22,17,16,15,14. fl �r••' OREGON W G N As/404)' 14,2� Q-. '/FR R 10- EXPIRES: 12/31/2017 August 31,2017 I AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1/-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 ANSIRPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625157 20027 F01 KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:22 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-fTyMsingJMdtgMfcvxXallZ2GspTCuUISYLhx4yiHjp [1-o-°i 7-2-12 11-5-0 i 22-10-0 i3-10-9 1-0-0 7-2-12 4-2-4 11-5-0 1-0-0 4x4 = Scale:1/4"=1' 6 5 4 836 7.00 12 3x8 i 35 •111111111111111111111#61 22 9 • 10 • 11 3x6 11 12 3x6 I I 25 13 34 • 3x6 14 i2 °K, I I �, B H H H i 15 1 p23 8x8= 3x4 = 3x4= 3x4 = 21 20 19 18 17 16 I 7-2-12 I 22-10-0 I 7-2-12 15-7-4 Plate Offsets(X,Y)— (2:0-0-9:Edge],[21:0-0-15,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.07 23-30 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.34 VertCT -0.13 23-30 >999 180 TCDL 7.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 31 n/a n/a BCLL 0.0 eo BC DL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:136 lb FT 20/ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* JOINTS 1 Brace at Jt(s):24 3-21:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-11-8 except(jt=length)2=0-5-8. (Ib)- Max Horz 2=-208(LC 12) Max Uplift All uplift 100 lb or less at joint(s)21,19,18,17,16 except 2=162(LC 1 14),20=-156(LC 5) Max Gray All reactions 250 lb or less at joint(s)20,19,18,17,16,14,14 except 2=807(LC 21),21=772(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-991/141,3-4=-266/104 BOT CHORD 2-23=132/763,21-23=-133/759 WEBS 3-27=-799/302,26-27=-723/246,24-26=-811/292,24-25=-815/280,21-25=813/293, 3-23=0/311 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;W ��EO PRQFFss MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-5-0,Exterior(2)11-5-0 to 14-5-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ��\? I�NG�N��i4 �0-57 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. cc 89200P E f 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. / �.�•� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L4 IFw 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 -� OREGON <(/ will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,19,18,17,16 476 4)e 14 201 P-\ except(jt=lb)2=162,20=156. Nj 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum SFR F{Ir - sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 31,2017 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 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 ANSITfPl1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625158 20027 F02 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:23 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-7fWk32oS4glkSVEoTe2pHy6EKG9dxlGvgC4ETWyiHjo -1-0-01 5-11-5 11-5-0 16-10-11 22-10-0 ?3-10-0 1-0-0 5-11-5 5-5-11 5-5-11 5-11-5 1-0-0 4x6 I I Scale=1:43.3 4 20 7.00 '' 19 21 1.5x4 \\ 18 1.5x4 // 3 5 ea 17 22 O1 2 Li L9! MI t 6 7 Io 10 9 23 8 1.831 3x4 = 3x4 = 3x4 = 3x4= 3x4 = I 7-9-3 I 15-0-13 I 22-10-0 7-9-3 7-3-10 7-9-3 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.10 8-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.15 8-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:100 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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) 2=1147/0-5-8,6=1147/0-5-8 Max Horz 2=208(LC 13) Max Uplift 2=-235(LC 14),6=-235(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1676/320,3-4=1506/351,4-5=1506/351,5-6=-1676/320 BOT CHORD 2-10=308/1440,8-10=-93/926,6-8=181/1396 WEBS 4-8=-178/660,5-8=-460/271,4-10=-178/663,3-10=-460/271 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)-1-0-0 to 2-0-0,Interior())2-0-0 to 11-5-0,Exterior(2)11-5-0 to 14-5-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs G¢�O P R OFFS 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. '� s 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 ,\• �NG I N FFR �Q will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) K. 89200PE '9r 2=235,6=235. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. _t#1101P. � I mi y` 4OREGON IN �1v4 <O ;.:1)' 14,V\ P MRRILO- EXPI RES: 12/31/2017 August 31,2017 t r -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7173 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 ANSIRPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625159 20027 F03 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:25 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-32eUUkpicH?ShpOBa34HNNBam3rzPCpB8WaLYPyiHjm I 5-6-13 11-0-8 I 16-6-3 I 22-5-8123-5-8 i 5-6-13 5-5-11 5-5-11 5-11-5 1-0-0 4x6 I 1 Scale=1:42.7 3 1'17. 7.00 118 19 20 1.5x4 \\ 17 1.5x4 // 2 4 M O i 1 r 16 21 1 5 9 8 22 7 5x6 = 3x4 = 3x4= 3x4 = 3x4= I 7-4-11 14-8-5 22-5-8 1 7-4-11 7-3-10 7-9-3 Plate Offsets(X,Y)— [1:0-0-9,0-0-51,11:0-5-1,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.11 7-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.16 7-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 DF Stud/Std Installation guide. REACTIONS. (lb/size) 1=1054/Mechanical,5=1131/0-5-8 Max Horz 1=201(LC 10) Max Uplift 1=-198(LC 14),5=-233(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1595/314,2-3=-1422/343,3-4=-1476/347,4-5=-1647/316 BOT CHORD 1-9=-292/1352,7-9=-89/900,57=181/1370 WEBS 3-7=-178/666,4-7=-446/271,3-9=-165/584,2-9=411/259 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-8,Exterior(2)11-0-8 to 14-0-8 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 0 PR()Pk. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times fiat roof load of 30.0 psf on overhangs Ca` •AG I N,'F9 W 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 G- :9200 P E will fit between the bottom chord and any other members,with BCDL=10.0psf. 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=Ib) . 1=198,5=233. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 74 OREGONtr /, ' /O T ' 14,20\ P+ ' RR10- EXPIRES: 12/31/2017 August 31,2017 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 my.10/03/2015 BEFORE USE. regi. 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 Mile** 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/rP11 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625160 20027 F04 DBL.HOWE 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:26 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-XECsi4gLNb7JJzzN8nbWvbkelT4H8YGLNAJu4ryiHjl 4-3-7 7-8-0Ii 11-0-8 1 145-0 17-9-9 22-5-8 43-7 3-4-8 3-4-8 3-4-8 3-4-8 4-7-15 8x10 M18SHS = Scale:1/4"=1' 4 ilk 7.00 12 4x4 i 4x8 3 ` 5 3x8 "i 3x8 -� 4 2 6 7x18 i. 1 �,. ..� .I r A'* A -`7 'III ,,......._,..411,1 1.-111—_,—•.—r I j I� CA - - nam/. �e o Eri 19 2012 21 11 22 2310 24 9 25 8 26 27 =� 10x16 HUS26 3x12 I I HUS26 10x10 = 12x12 = 10x10= 3x12 HUS26 HUS26 Spedal I 43-7 7-8-0 I 11-0-8 I 145-0 I 17-9-9 22-5-8 I 4-3-7 3-4-8 3-4-8 3-4-8 3-4-8 4-7-15 Plate Offsets(X,Y)— [1:0-6-5,0-0-0],[1:0-11-2,0-0-0],[1:0-3-6,0-5-12],[3:0-0-8,0-1-8],[7:0-5-8,Edge],[8:0-7-4,0-1-8],[9:0-3-8,0-7-0],[10:0-6-0,0-7-8],[11:0-3-8,0-7-8], [12:0-7-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.22 10-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.32 10-11 >834 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.07 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Weight:342 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. 1-13:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x10 DF SS WEBS 2x4 DF Stud/Std*Except* 3-11,4-10,5-9:2x4 DF No.1&Btr WEDGE Left:2x6 SP No.2,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=10155/0-5-8,7=9631/0-5-8 Max Horz 1=187(LC 23) Max Uplift 1=1646(LC 10),7=-1671(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-16343/2667,2-3=-13729/2315,3-4=10703/1939,4-5=-10626/1926, 5-6=-12999/2344,6-7=-15566/2784 BOT CHORD 1-12-2352/14072,11-12=-2352/14072,10-11=1960/11816,9-10=1906/11184, 8-9=-2327/13403,7-8=-2327/13403 WEBS 2-12-348/2769,3-11=-651/4804,4-10=-1835/10380,5-9=-707/3648,6-8=-449/2709, 2-11=2818/490,3-10=-4410/718,5-10=-3408/769,6-9=-2770/584 NOTES- 'r\�,�00 PR()Fen 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc. �Ca �GNGI NEZ- 4Q Bottom chords connected as follows:2x10-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. �� 89200 P E 11]... 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 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.ll;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate -'ice // ' grip DOL=1.60 10 OREGON Cr 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 -7L 1C/ 5)Unbalanced snow loads have been considered for this design. d '.1)' '1 Y 14 9.O + 6)All plates are MT20 plates unless otherwise indicated. M es‘'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "�R A I L\" 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 fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1646,7=1671. EXPIRES: 12/31/2017 10) Use USP HUS26 nth 16d nails into Girder&16d nails into Truss)or equivalent spaced at 14-10-8 oc max.starting at 1-8-4 from August 31,2017 ContrredkifbeITa 2)-6-12 to connect truss(es)to back face of bottom chord. I ..... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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 M Fre 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 ANSIRPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625160 20027 F04 DBL.HOWE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:26 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-XECsi4gLNb7JJzzN8nbWvbkeIT4H8YGLNAJu4ryiHjI NOTES- 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2227 lb down and 265 lb up at 7-8-4,1365 lb down and 282 lb up at 9-8-4,1365 lb down and 282 lb up at 10-6-12,1365 lb down and 282 lb up at 12-6-12,1365 lb down and 282 lb up at 14-6-12,and 1365 lb down and 282 lb up at 16-6-12,and 1365 lb down and 282 lb up at 18-6-12 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:7-14=-20,1-4=-74,4-7=-74 Concentrated Loads(Ib) Vert:11=-2227(B)9=-1365 19=-1747(B)20=-1877(B)21=-1591(B)22=1365 23=-1365 24=-1365 25=-1365 26=-1365 27=-2064(B) t 1 A WARNING-Verity 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 budding 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 ANSUTPII Quality Criteria,OSB-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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625161 20027 JA01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:27 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-?RmFvPrz7uFAx7YZiU61SoGzQtb2tAhUbg3ScHyiHjk I -1-0-0 1-11-11 5-0-0 1-0-0 1-11-11 3-0-5 Scale=1:11.3 3 �/ 8 �, 7.00 12 N 2 III 11 1 =, 9JUS24 10 4 JUS24 3x4 = I 1-10-15 1-11 T11 5-0-0 I 1-10-15 0-0-12 3-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.03 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC20151TP12014 Matrix-MP 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 5-0-0 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=95/Mechanical,2=200/0-5-8,4=83/Mechanical Max Horz 2=72(LC 10) Max Uplift 3=-29(LC 10),2=-45(LC 10),4=-11(LC 10) Max Gray 3=98(LC 34),2=200(LC 17),4=83(LC 17) 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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 �� P +�F�s will fit between the bottom chord and anyother members. 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)3,2,4. .\% ' .•• N� ii4 �Q2 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the .9 left end to 4-0-12 to connect truss(es)to back face of bottom chord. c' $9200 P E r 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). j ,25.:' LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 - OREGON 1j/ Uniform Loads(plf) L D, k Vert:1-3=-74,4-5=-20 '90` 14 Concentrated Loads(Ib) R R I �Q Vert:9=-4(B)10=-60(B) O,. EXPIRES: 12/31/2017 August 31,2017 I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5111-7473 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 ANSUTPll 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625162 20027 JA02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:28 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-TdKd6lsbuCN 1 YH7IFBe_?p8YHv7ccxegUo?9jyiHjj -1-0-0 3-11-11 I 5-0-0 1-0-0 3-11-11 1-0-5 Scale=1:16.5 3 7.00 r1-2- 10 9 dI 8 2 1A1111111111111.1 Io 1 ,/ 4 3x4= 3-10-15 3-11101 5-0-0 3-10-15 0-0-12 1-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 4-7 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=129/Mechanical,2=279/0-5-8,4=54/Mechanical Max Horz 2=125(LC 14) Max Uplift 3=-78(LC 14),2=50(LC 14) Max Gray 3=144(LC 21),2=283(LC 21),4=84(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.11;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 psf(flat roof snow);Category 11;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 17.0 psf or 1.00 times flat roof load of 30.0 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. ••<‘,95-DP R O�F ' tS 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. Ca- 7)Refer to girder(s)for truss to truss connections. N�Fi4 cr�O2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. C4 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Q 89200P E• '91! sheetrock be applied directly to the bottom chord. • 'ImPu 140P et' O' ON tV la L <O '41)' 14,S° A-�- ' RR1Lk- EXPIRES: 12/31/2017 August 31,2017 t 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,not1411 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 Milt** 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 ANSIrIP11 Quality Criteria,DSB-89 and SCSI Building Component 250 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625163 20027 JA03 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:30 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-QORNXRtrQpeloaG8NcgS4QuSJ4aO4WRxloH6DcyiHjh I -1-0-0 I 5-0-0 5-11-11 1-0-0 5-0-0 0-11-11 Scale=1:22.4 4111 �_7 3 A g 7.00 12 a11 aN 6 ,•;, 7 ,/, M 10 or 9 1 2 •MIllilinil 1 1 l/ 5 3x4 = I 5-0-0 I 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.03 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.06 5-8 >999 180 BCLTCDL L 0.0 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=0-4-8. (Ib)- Max Horz 2=177(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-126(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=326(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.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. P 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 E� R O f will fit between the bottom chord and any other members. �\' (- G'N E��s/O 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)4,2 except(jt=lb) tV .,9 3=126. 89200PE r 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. � 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q-6: � L ,�OREGON�� X44/ <0 '1 . 14,2 P+ SFR R 11-V EXPIRES: 12/31/2017 August 31,2017 1 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*111-7473 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 Mil's*. 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/TPN 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625164 20027 JA04 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:31 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-uC?IInuTB7mcPkrKxKBhceRdlUwmpzh4WS 1 fl2yiHjg 1 -1-0-0 i 5-0-0 7-11-11 1-0-0 5-0-0 2-11-11 Scale=1:28.4 5 4 ;� Ia 1'.1 11 7.00 12 3 d 11 a ro a i6 r 10 2 11 1 '♦ 3x4= 6 I 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.03 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.06 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 • Code IBC2015/TP12014 Matrix-AS Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=0-4-8,4=0-1-8. (Ib)- Max Horz 2=229(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=156(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=321(LC 1),3=258(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. �� D P R OF�s 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 E will fit between the bottom chord and anyother members. 7)Refer to girder(s)for truss to truss connections. �Nc.,<<' ANG NEFq si02 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. CV 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except K 89200 P E 9f (jt=lb)3=156. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 40•Pt7- 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum `....,e_______ sheetrock be applied directly to the bottom chord. w ir 74. ,/OREGON 441 /0 qy 14,'1Q:\ P+ MFRRII-N- EXPIRES: 12/31/2017 August 31,2017 I r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/l•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 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 budding 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 ANSUTPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625165 20027 JA05 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:32 2017 Page 1 ID:IjpNFY1gzbHAgDi6a7SfE5yiKht-MOZ8y7v5yRuT1uQXU1iw9r o2uG?YQxD15mCIVyiHjf -1-0-0 5-0-0 9-11-11 I 1-0-0 5-0-0 4-11-11 Scale=1:34.3 6 5 1.7:t 4 7.00 12 13 12 ;1 '11 3 N M t0 �/ u) 11 1 2 7 3x4= 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.03 7-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.06 7-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:24 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=0-4-8,4=0-1-8,5=0-1-8. (Ib)- Max Horz 2=282(LC 14) Max Uplift All uplift 100 lb or less at joint(s)6,5 except 3=-156(LC 14),4=100(LC 14) Max Gray All reactions 250 lb or less at joint(s)6,7,3,4,5 except 2=321(LC 1) 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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��O P R�FFS 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. '< NGS NES tS'�O 7)Refer to girder(s)for truss to truss connections. CJ 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. -rs 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5 except(jt=lb) 89200P E 3=156,4=100. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. /�� 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum -7 • ��. sheetrock be applied directly to the bottom chord. OREGON 1(/4 �G/O,y�4)' 14,2��Q1- McRR10- EXPIRES: 12/31/2017 August 31,2017 � I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Apt-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTeka 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 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 ANSIRPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625166 20027 JA06 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:33 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-gb7WATwkjkOKf2?j2ID9h3WzolcEHtBN_IWmgxyiHje -1-0-0 5-0-0 11-11-11 i 1-0-0 5-0-0 6-11-11 Scale=1:40.2 7 ,n 5 7.00 12 13 •7 4 3 z � v 1- (6 m 12 2 8 3x4 = 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.03 8-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.06 8-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:27 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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)7=Mechanical,2=0-5-8,8=Mechanical,3=0-4-8. (Ib)- Max Horz 2=334(LC 14) Max Uplift All uplift 100 lb or less at joint(s)7,6 except 3=-156(LC 14),4=100(LC 14),5=-103(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,8,3,4,5,6 except 2=321(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-283/250 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. �� D P R OFF._ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 '� G s will fit between the bottom chord and any other members. t..v• NE�� 2 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)4,5,6. Gr :9200P E f 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,6 except(jt=lb) 3=156,4=100,5=103. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. OREGON �O qy 14,20 P+ SFR R 11-\- EXPIRES: 12/31/2017 August 31,2017 t , WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 141/-7479 rev.10/09/1015 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 �x 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 MIR*. 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/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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625167 20027 JA07 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:34 2017 Page 1 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-InhuNpwMU28AHCavcSkOEG38YixTOKQ WCPFJMNyiHjd 1-0-0 I 5-0-0 13-10-4 I 1-0-0 5-0-0 8-10-4 Scale=1:45.8 8 7 N 6 14 7.00 12 5 4 ab 3 r- 13 13 2 0 ►t 9 3x4 = 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.03 9-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.06 9-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:30 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=0-5-8,9=Mechanical,3=0-4-8. (Ib)- Max Horz 2=382(LC 14) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 3=-156(LC 14),4=-100(LC 14),5=-103(LC 14) Max Gray All reactions 250 lb or less at joint(s)9,3,4,5,6,7 except 2=321(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-336/295 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-10-4 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=30.0 psf(flat roof snow);Category 11;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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. t�� DO OFFS 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 't .0 will fit between the bottom chord and any other members. tiNG,NEFR , 7)Refer to girder(s)for truss to truss connections. w 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,7. 89200PE '31' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) 3=156,4=100,5=103. / ,% 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6,7. 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum I sheetrock be applied directly to the bottom chord. - OREGON �44/� /O '1)' 14,11°N p+ MFRR ILv- EXPIRES: 12L3i/2017 August 31,2017 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 IVIiTek' 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 ANSIRPl1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625168 20027 JA08 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:35 2017 Page 1 ID:ljpNFY1 gzbHAgDi6a7SfE5yiKht-mzFGb9x_FMG1 uM96AAGdnUcll5HiinggR3?tupyiHjc 1-1-0-01 5-0-0 13-11-11 1-0-0 5-0-0 8-11-11 Scale=1:46.2 8 N 7 i 14 6 7.00 IV 5 14 rj t rJ 4 c' i rJ 3 °D g 13 1 2 P-2Mlli1M111�1 o EN Oa9 3x4 = I 5-0-0 I 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.03 9-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.06 9-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:30 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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)8=Mechanical,2=0-5-8,9=Mechanical,3=0-4-8. (Ib)- Max Horz 2=386(LC 14) Max Uplift All uplift 100 lb or less at joint(s)8,7 except 3=-156(LC 14),4=100(LC 14),5=-103(LC 14), 6=103(LC 14) Max Gray All reactions 250 lb or less at joint(s)8,9,3,4,5,6,7 except 2=321(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-342/302 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ��`I] P R OHCS non-concurrent with other live loads. G 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '� s 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 ��GJ ' '° NF�9 /(22 will fit between the bottom chord and any other members. (V "9 7)Refer to girder(s)for truss to truss connections. 89200P E r 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,7. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,7 except(jt=lb) 411111V/�' 3=156,4=100,5=103,6=103. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6,7. S _ .. �r ' CC 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 72, OREGON 4/ sheetrock be applied directly to the bottom chord. 1 i 'o 4y14,V P4 MFR R ILA-l EXPIRES: 12/31/2017 August 31,2017 t r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM-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/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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625169 20027 JA09 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:36 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-E9peoUycOfOuVWkljtntJh8UAVdsUEwpgjkQRGyiHjb -1-0-0 1-11-11 6-0-0 1-0-0 1-11-11 4-0-5 Scale=1:13.1 3 8 7.00 12 " N 4 2 1 ♦ 9 10 4 JUS24 JUS24 3x4= 1-10-15 1-1111 6-0-0 1-10-15 0 �2 4-0-5 Plate Offsets(X,V)- [2:0-0-5,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:13 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=123/Mechanical,2=196/0-5-8,4=78/Mechanical Max Horz 2=72(LC 28) Max Uplift 3=-30(LC 10),2=-45(LC 10) Max Gray 3=125(LC 34),2=196(LC 17),4=94(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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. �� D P R aFFs 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 anyother members. 7)Refer to girder(s)for truss to truss connections. \� ' Y NE�R s�O, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. C4 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the 89200PE left end to 4-0-12 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _ •' • d LOAD CASE(S) Standard -fs A_OREGON 44/1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ` .7 Uniform Loads(plf) /� '9�' 14,20� Vert:1-3=-74,45=20 Concentrated Loads(Ib) 4E R R 1 L\- Vert:9=-4(B)10=-58(B) EXPIRES: 12/31/2017 August 31,2017 4 VIIIA A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111/-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 ANS11TPII Quality Criteria,DSB-89 and BCSI Building Component 250 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625170 20027 JA10 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:38 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-BYwPDAzsYHedptgrIpLO6EriJKby8Q671 DXV8yiHjZ -1-0-0 3-11-11 6-0-0 1-0-0 3-11-11 2-0-5 Scale=1:16.4 3 , 7.00 12 10 9 2 I 8 173 1 4 3x4= 3-10-15 3-11x11 6-0-0 3-10-15 0-1-12 2-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.07 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=137/Mechanical,2=287/0-5-8,4=58/Mechanical Max Horz 2=125(LC 14) Max Uplift 3=-76(LC 14),2=-47(LC 14) Max Gray 3=152(LC 21),2=291(LC 21),4=99(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. GJ�Q�E*.AG O PROF`C rs 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. '� s 7)Refer to girder(s)for truss to truss connections. I NE� /Q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 4Ci� 9 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 1.4C 89200P E f sheetrock be applied directly to the bottom chord. 4,OREGON tl‘ �(✓✓¢ '11 AD' 14,20 � . FR R 11-k- EXPIRES: 12/31/2017 August 31,2017 t I AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev.10103/2015 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 MKT®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 ANSIITPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625171 20027 JA11 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:39 2017 Page 1 ID:IjpNFYlgzbHAgDi6a7SfE5yiKht-fkUnQW UJamTNzStP?KaxKmyGjeNhbgFMhz4lbyiHjY -1-0-0 � 5-11-11 6 -0 I1-0-0 5-11-11 0-0-5 Scale=1:23.0 3 r 7.00 12 10 N O A 9 8 2 1 *4 1. 1111111.1 o 4 3x4 = I 5-11-11 . r r 5-11-11 r i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.06 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.11 4-7 >649 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=192/Mechanical,2=358/0-5-8,4=79/Mechanical Max Horz 2=177(LC 14) Max Uplift 3=124(LC 14),2=-59(LC 14) Max Gray 3=226(LC 21),2=367(LC 21),4=106(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.ll;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. ,�t�F� O P R OFFss 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. •;•3\<(:: � ��(3 I NEF• /O 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)2 except(jt=lb) kr -7 3=124. Q 89200PE f 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 'ZIA. • lie -74. 4/OREGON '''1r✓� <O AD' 14,2-° PZ' 13 .RRILA- EXPIRES: 12/31/2017 August 31,2017 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-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 Mil. 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* ck• 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 ANSIRPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625172 20027 JA12 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:40 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-7x29es?74uuK?713yjrpUXJ706zTP2vPbLiea 1 yiHjX -1-0-0 6-0-0 7-11-11 1-0-0 6-0-0 1-11-11 Scale=1:29.3 4 3 7.00 12 11 A. 10 `v � 2 r n 9 2 1 3x4 = 5 6-0-0 � 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.06 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.11 5-8 >631 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=229(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=175(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=368(LC 21),3=313(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. �Ql co P R Q>CFS 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 G will fit between the bottom chord and anyother members. 7)Refer to girder(s)for truss to truss connections. ' ... NEF� �O tir 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 4.i 3=175. 1-C• 89200PE 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. '`:•r'•• 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. -• yG OREGON tv '`ly14,2° t+ ' FRRtL'- EXPIRES: 12/31/2017 August 31,2017 t 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM-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/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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625173 20027 JA13 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:41 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-b7cXrC01gC0BcHcFWQM201sJyWJo8V9Yp?SB6TyiHjW -1-0-0I 6-0-0 I 9-11-11 1-0-0 6-0-0 3-11-11 Scale=1:35.0 5 I0 0 4 7.00 12 3 107000 11 = ''lh N • O p u� 10 2 O 1 M WI 6 3x4 = I 6-0-0 I 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.06 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.11 6-9 >643 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:26 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=282(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-179(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=365(LC 1),3=299(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. t� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O P R Off`s 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 rs 7)Refer to girder(s)for truss to truss connections. �G N EFj9 /�2 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. tV 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except CC :92 00 P E 9r" (jt=lb)3=179. 4111111.11 . 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. -, ,,OREGON�I* A., <0 g ' 14 2\ P} 'liFR R I L�- Q' EXPIRES: 12/31/2017 August 31,2017 I 1 mrml A 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIIIPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625174 20027 JA14 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:43 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-XWkIGu1?MpGvsameerPWSAxgiKvBcPfrHJxlBMyiHjU -1-0-0 i 2-4-0 i 6-0-0 8-1-8 10-1-8 11-11-11 1-0-0 2-4-0 3-8-0 2-1-8 2-0-0 1-10-3 Scale=1:43.3 7 ur Iq 6 0 7.00 12 155 0 4 �t r? 0 ai 3x4 I I rj 3 ��}} 2 r/';• i0/ of 1 �2 5x6= �� 11 10 3x4 = 1.5x4 I I i 2-4-0 24.8 6-0-0 6-14-8 2-4-0 0-1-8 3-6-8 04-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.07 8-9 >966 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.12 8-9 >608 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 8 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:30 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 3-11:2x4 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 Qt=length)2=0-5-8,4=0-3-0,5=0-1-8,6=0-1-8. (Ib)- Max Horz 2=334(LC 14) Max Uplift All uplift 100 lb or less at joint(s)7,8,6 except 4=157(LC 14),5=102(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,8,5,6 except 2=368(LC 1),4=253(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-395/0 BOT CHORD 2-11=145/320 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 Exterior(2)-1-0-0 to 2-1-6,Interior(1)2-1-6 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ti��o p R OFFS 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. * tr 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 ;' ��GI I NEER /2p will fit between the bottom chord and any other members. � 7)Refer to girder(s)for truss to truss connections. ° 89200P E '9f 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)7,8,6 except (jt=1b)4=157,5=102. f//? j�� 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6. All, 11 This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and 1/2" sum g PP gyp A_OREGON /C7 sheetrock be applied directly to the bottom chord. �G 4 ,fib" A. /0 -9 14,2© Q4 ill eR R 1I-\- ' EXPIRES: 12/31/2017 August 31,2017 t 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 ANSIITPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625175 20027 JA15 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:44 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-?ilgTD2d77OmTkLgBYwIeNUrRkFQLsv_WzgrjoyiHjT -1-0-0 2-4-0 6-0-0 8-1-8 9-11-11 1-0-0 2-4-0 3-8-0 2-1-8 1-10-3 Scale=1:36.8 6 lq 0 5 7.00 112 �l 4 14 N ((sr?, rn N 3x4 I I 3 41. 2 Io1 10 9 3x4 = 1.5x4 II 2-4-0 2-k8 6-0-0 6- 2-4-0 0-1-8 3-6-8 04-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.07 7-8 >969 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.12 7-8 >608 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:27 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 3-10:2x4 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=0-3-0,5=0-1-8. (Ib)- Max Horz 2=282(LC 14) Max Uplift All uplift 100 lb or less at joint(s)6,7,5 except 4=-157(LC 14) Max Gray All reactions 250 lb or less at joint(s)6,7,5 except 2=368(LC 1),4=277(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-395/0 BOT CHORD 2-10=-143/318 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)-1-0-0 to 2-1-6,Interior(1)2-1-6 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs tiaU PR oFFs 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. 't .0 Ca 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 �GI NEi4 /O2 will fit between the bottom chord and any other members. C4 7)Refer to girder(s)for truss to truss connections. �1! 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 89200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,5 except (jt=lb)4=157. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. CC 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum _OREGON lV sheetrock be applied directly to the bottom chord. L "�7,9 O„o <0 y14,2 EXPIRES: 12/31/2017 August 31,2017 r 1 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 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 Milek" 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 ANSIRPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625176 20027 JA16 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:45 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-Tur2hZ3FuQ Wd5uw1IGR_BbOOL7b34J98kdQPFEyiHjS r1i-0° 2-5-8 l 6-0.0 8-1-8 10-1-8 12-1-8 13-11-11 1-0-0 2-5-8 3-6-8 2-1-8 2-0-0 2-0-0 1-10-3 Scale=1:50.5 8 Iv 7 6 7.00 12 15 5 0 d .1 4 ah aD 3x4 11 3 CCi 2 1111111111; 1 11111111 t°P �q,}1 1 0-9 ° o � 5x6 = 9 Io 11 3x4= 1.5x4 II 2-5-8 6-0-0 6-3r8 2-5-8 3-6-8 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.07 9-10 >987 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.11 9-10 >634 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied. 3-11:2x4 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 0-1-8 except(jt=length)8=Mechanical,2=0-5-8,9=Mechanical,4=0-3-0. (Ib)- Max Horz 2=386(LC 14) Max Uplift All uplift 100 lb or less at joint(s)8,9,7 except 4=-156(LC 14),5=102(LC 14),6=-103(LC 14) Max Gray All reactions 250 lb or less at joint(s)8,9,4,5,6,7 except 2=365(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-396/0,3-4=-305/280 BOT CHORD 2-11=147/309 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)-1-0-0 to 2-2-14,Interior(1)2-2-14 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ��0 P I�O,�FS non-concurrent with other live loads. (� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c (3%N E 1J/ 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 . 't_Y FR 02 will fit between the bottom chord and any other members. -9 7)Refer to girder(s)for truss to truss connections. :9200 P E r 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,9,7 except /4 (jt=lb)4=156,5=102,6=103. - 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6,7. Wei � Q 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum OREGON t(/ sheetrock be applied directly to the bottom chord. 74_ bn A. �p " 14 '1°N i- e.‘"'R 10- EXPIRES: 12/31/2017 August 31,2017 t t A WARNING-Verily 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 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 MIR?le 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/TPN 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625177 20027 JC01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:47 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-QHzo6F4WQ2nKKC3PthTSGO5QdxQAYCeRCxvvK7yiHjQ -1-0-0 1-11-11 I 1-0-0 1-11-11 Scale=1:10.8 3 �/ 8 �/ 7.00 12 0 • 2 o o ' o 1 =/ 4.00 12 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code 1BC2015/TP12014 Matrix-MP 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 1-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 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=185/0-5-8,4=22/Mechanical Max Horz 2=74(LC 14) Max Uplift 3=-35(LC 14),2=-43(LC 14) Max Gray 3=54(LC 24),2=185(LC 21),4=32(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=30.0 psf(flat roof snow);Category 11;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 17.0 psf or 1.00 times flat roof load of 30.0 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 ti�ED P R OFFS will fit between the bottom chord and anyother members. 7)Refer to girder(s)for truss to truss connections. ‘A 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ‘AGI NE�R �Q2 capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 89200PE 91' OREGON � l j 7O All}' 14 2�\ + MFR R 11A- EXPIRES: 12/31/2017 August 31,2017 t t -- 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 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 ANSIRPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625178 20027 JCO2 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:48 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-uTXBJb58BLvByLebQO_hoDeZhLl1 HfuaQbe3sZyiHjP -1-0-0 3-11-11 1-0-0 3-11-11 Scale=1:16.6 3 )', 7.00 12 10 9 2 �8 o � 1 =, 4.00 12 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.02 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MP Weight:14 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 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=121/Mechanical,2=267/0-5-8,4=54/Mechanical Max Hors 2=125(LC 14) Max Uplift 3=79(LC 14),2=-47(LC 14) Max Gray 3=135(LC 21),2=271(LC 21),4=70(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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`E0 P R OFFS 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. �\AG;I NE .. 1S2 7)Refer to girder(s)for truss to truss connections. \ 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify CV capacity of bearing surface. $9200 P E 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. "�'•• OREGON rx de& <Q '4" 14,2. 4"E' MFRRIL\- EXPIRES: 12/31/2017 August 31,2017 t 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 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 {A building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing iT®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 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625179 20027 JC03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:49 2017 Page 1 ID:ljpNFY1 gzbHAgDi6a7SfE5yiKht-Mg5ZXx6myf12aVDo_6WwLRBk114505gkfFOcO?yiHjO I -1-0-0 4-2-8 5-11-11 1-0-0 4-2-8 1-9-3 Scale=1:22.5 4 '/ �11 Io 3x8 I I 9 3 7.00 12 12 '-' ',9.4? �1 11 2. 10 1/� '1 5 co 1.5x4 12 ' ►/ I♦/ 4.00 1712- 3x4% 1 Plate Offsets(X,Y)- [3:0-4-5.Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.02 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.03 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:18 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0. (Ib)- Max Horz 2=177(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-259(LC 14),5=-143(LC 24) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=286(LC 21),3=399(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-5=-149/259 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ti��o P R OFFS 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. - s 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 C.i 'f V N�F,9 /O2 will fit between the bottom chord and any other members. LV 7)Refer to girder(s)for truss to truss connections. K. 89200 P E �r 8)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. 411, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) / � 3=259,5=143. w Q 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. OREGON 4, �� co 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum yL As, 1 sheetrock be applied directly to the bottom chord. <0 '9)' 14 ZO Q+ 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ' MFRRIL�- EXPIRES: 12/31/2017 August 31,2017 I r AWARNING-Verity 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 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 ANSVTPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625180 20027 JC04 JACK-OPEN 1 1 Job Reference_optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:51 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-12DJxd7OUGHmppNA6XYOQsG3RYnFU?P07ZtjTuyiHjM -1-0-0 4-2-8 7-11-11 1-0-0 4-2-8 3-9-3 Scale=1:28.5 4 11 7.00 12 1.5x4 II 11 07 3 _ 10 • s 5 M 1.5x4 2 1 Isoik 3x4 4.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=108/0-1-8,2=242/0-5-8,5=391/Mechanical Max Horz 2=229(LC 14) Max Uplift 4=-76(LC 14),5=-230(LC 14) Max Gray 4=149(LC 21),2=242(LC 1),5=431(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-5=-389/250 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. �D P R OFFS 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 NG NE� cr4O will fit between the bottom chord and any other members. 9 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify $9200 P E capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) _--. • OAP • 5=230. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. OREGON 41,// 12) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum L. 2j ,� sheetrock be applied directly to the bottom chord. O �' 14 2°„A'.' MFR R i l-k- EXPIRES: 12/31/2017 August 31,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11I1-7473 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625181 20027 JC05 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:52 2017 Page 1 ID:IjpNFYI gzbHAgDi6a7SfE5yiKht-mEmh9z8eFaPdRzyNfE3dz3pCTy7ODTvALDcG?KyiHjL 1 -1-0-0 1 4-2-8 9-11-11 1-0-0 4-2-8 5-9-3 Scale=1:34.5 5 1 4 Sao � 0 1 7.00 12 12 :l 11 19 4 a 1.5x4 I N N to 3 r a 00.0000OlillIllssi r,, 10 6 co 2 1.5x4 % 1 lini 3x4 4.0012 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.02 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=312/0-1-8,2=252/0-5-8,6=329/Mechanical Max Horz 2=275(LC 14) Max Uplift 4-195(LC 14),6=-197(LC 14) Max Gray 4=429(LC 21),2=254(LC 21),6=344(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-271/221 WEBS 3-6=-351/201 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-11-11 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ��0 P R OFFS, non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '< �N ‘,/0 5 G Etc N 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �\ �Cr R 2 will fit between the bottom chord and any other members. CV -js 7)Refer to girder(s)for truss to truss connections. :9200 P E t ' 8 Bearingatjoint s 2 considersparallel tograin value usingANSI/TPI 1 angle tograin formula. Buildingdesigner should verify joint(s) 9 9 capacity of bearing surface. .411° • • 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=195,6=197. -y OREGON 44/ 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. G 1., 12) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /O ' Y 14 20„oz.; ' ' sheetrock be applied directly to the bottom chord. 41 -• EXPIRES: 12/310017 August 31,2017 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE PMI-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' 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 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625182 20027 JC06 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:53 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-ERK4MI9G0uXU27XZDxasVHLN2MSiyvxJatMgXnyiHjK -1-0-0i 4-2-8 11-11-11 I 1-0-0 4-2-8 7-9-3 Scale=1:40.4 5 7.0012 4 a, r0 1.5x4 II vi 3 10 0001111111 2 1.5x4 1ertl ►j 3x4 4.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:28 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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. All bearings 0-1-8 except(jt=length)2=0-5-8,6=Mechanical. (Ib)- Max Horz 2=334(LC 14) Max Uplift All uplift 100 lb or less at joint(s)except 5=-103(LC 14),4=-179(LC 14),6=236(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,2 except 4=324(LC 21),6=403(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-313/290 WEBS 3-6=-357/241 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces Si MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ��EO P R�FFs 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. 't _` /,4 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 � `G N�c /4, 2 will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. g-C*� :9200P '9r 8)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. Air 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,4. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 103 lb uplift at joint 5,179 lb uplift at Z„ joint 4 and 236 lb uplift at joint 6. -TP- OREGON k(/ 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,4. G „,to, 1� 12) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �O �' 14 20 + sheetrock be applied directly to the bottom chord. '°A EXPIRES. 12/3112017 August 31,2017 t r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Apt-7177 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/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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625183 20027 JC07 JACK-OPEN 1 1 Job Reference(gptional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:54 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht jduSaeAvnBfLgG6Inf552UuXbmoxhMATpX5N3DyiHjJ 1-1-0-0 I 4-2-8 13-11-11 1-0-0 4-2-8 9-9-3 Scale=1:46.4 6 5 Ta) 0 13 7.00 12 12 4 N r` • M 1.5x4 I I ui 3 11 111111111°11° 1 2 1.5x4 % I 4.00 12 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft 1./d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.01 7-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 7-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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. All bearings 0-1-8 except(jt=length)2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=380(LC 14) Max Uplift All uplift 100 lb or less at joint(s)except 4=-156(LC 14),7=-239(LC 14),5=215(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,2 except 7=403(LC 24),5=504(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-395/333,3-4=266/194 WEBS 3-7=-357/243 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-11-11 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs F,co PR OFFS 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 � tiNG' R tS�O2 will fit between the bottom chord and any other members. -9 7)Refer to girder(s)for truss to truss connections. Q :9200P 1- 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4111P".111111.11. capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 4,239 lb uplift at joint 7 and 215 lb uplift at joint 5. OREGON 44/ 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. 7L 4, ,SIN A 12) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 'O 2 14 � ).� sheetrock be applied directly to the bottom chord. Qj MRRII-�- EXPIRES: 12/31/2017 August 31,2017 r t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AMI-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' ek• 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625184 20027 JC08 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:56 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-f00C?KB9Ipv3vaG8u48Z7vzvhZUS9HtIGgaU86yiHjH i-1-0-0 4-2-8 6-4-0 � 8-4-0. � 10-4 -0 � 12-4-0 � 14-4-0 i15-11-11 � 1-0.0 4-2-8 2-1-8 2-0-0 2-0-0 2-0-0 2-0-0 1-7-11 Scale=1:52.4 10 9 in Iv 0 8 20 7.00 12 19 7 0) 6 ,� m 0 5 A 4 3 i _ _E17 I,:2 ? 1 •20,00311,70"00070700000,9 i��11 i 3x4= 4x4 4.00 12 4y2Q 3x44-0-0 0-29 0-1.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 12-18 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 12-18 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 9 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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)11=Mechanical,4=0-3-0,2=0-5-8. (Ib)- Max Horz 2=434(LC 14) Max Uplift All uplift 100 lb or less at joint(s)11,4,8 except 5=-102(LC 14),6=-103(LC 14),7=103(LC 14), 9=-156(LC 14) Max Gray All reactions 250 lb or less at joint(s)11,4,5,6,7,8 except 9=396(LC 21),2=292(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-17=-401/0,3-4=-395/328,4-5=-342/277,5-6=-286/226 BOT CHORD 2-12=205/396,3-12=-367/186 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)-1-0-0 to 1-11-14,Interior(1)1-11-14 to 15-11-11 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. tc�El) PROP 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 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. e\� ' ,,. NEEi9 s�O2 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 w .9 will fit between the bottom chord and any other members. 89200 P E 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 40pP ,.„.,. e___ capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7,8,9. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,4,8 except A_OREGON k_ �� (jt=lb)5=102,6=103,7=103,9=156. 74_ 4,Y Oin 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6,7,8,9. Q 14 2 12) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /1/ t� e'P sheetrock be applied directly to the bottom chord. �r�R 0- EXPIRES: 12/31/2017 August 31,2017 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-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 Mifek° 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 ANSITfPN Quality Criteria,DSB489 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625185 20027 JC09 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:57 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-7CaaCgCn361 wXkciKSnfog7W3fzpZukNvVUK1 gYyiHjG 17-11-11 T1-0-01 2-0-0 1 4-2-8 1 6-4-0 1 8-4-0 1 10-4-0 1 12-4-0 1 14-4-0 1 16-4-0 117-10-0 ii 1-0-0 2-0-0 2-2-8 2-1-8 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 1-6-0 7.00 12 0-1-11 Scale=1:58.3 12 13 N 11 Io 3x4 1910 89 4111011"11°11.1.1 7 n • . 6 M rl - v O 5 4 1.5x4 I I 3 .J vI 1 2 1 , 112 1'4 d -' 15 0 =' 14 5x6 = 4.00 12 3x4% 1 2-0-0 1 4-2-8 4-gr0 2-0-0 2-2-8 04-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.05 15 >911 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.06 15 >824 180 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.02 14 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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. All bearings 0-1-8 except(jt=length)14=Mechanical,4=0-3-0,12=Mechanical,2=0-5-8. (Ib)- Max Horz 2=492(LC 14) Max Uplift All uplift 100 lb or less at joint(s)11,12 except 4=-167(LC 14),5—102(LC 14),6=-103(LC 14), 7=-103(LC 14),8=-103(LC 14),10=-103(LC 14) Max Gray All reactions 250 lb or less at joint(s)14,5,6,7,8,10,11,12 except 4=253(LC 24),2=292(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-454/339,3-4=-480/442,4-5=-386/336,5-6=-329/285,6-7=-272/232 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)-1-0-0 to 2-1-12,Interior(1)2-1-12 to 17-11-11 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ,(<Q'ED PR OFFs 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 �,\\ */NGS NEFi4 s�0 will fit between the bottom chord and any other members. -9 7)Refer to girder(s)for truss to truss connections. 89200PE f 8)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. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7,8,10,11. ,r� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,12 except —4,40<e• 4. (jt=1b)4=167,5=102,6=103,7=103,8=103,10=103. OREGON � �lir 4i 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6,7,8,10,11. 76. Zj 12) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /O ..1}' 14,2Q� Q# sheetrock be applied directly to the bottom chord. 41E-RR I Ix EXPIRES: 12/31/2017 August 31,2017 I I ®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 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/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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625186 20027 JC10 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:35:59 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-3biLdME 1 bkHdm2 jaChGIYbRQnV_MecCyop8lQyiHjE 4-2-8 19-6-3 I 4-2-8 15-3-11 700 12 Scale=1:62.6 11 ,o Yy 10 Id 3x4 i 9 17 7 8 44 6 5 w 4 3 2 16 1 12 3x4 = I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 12-15 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.03 12-15 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 11 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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)11=Mechanical,1=4-2-8,12=4-2-8,2=0-3-0,2=0-3-0,1=4-2-8. (Ib)- Max Horz 1=509(LC 14) Max Uplift All uplift 100 lb or less at joint(s)11,12,9,10 except 2=-142(LC 14),3=-102(LC 14),4=-103(LC 14),5=103(LC 14),6=-103(LC 14),8=-103(LC 14) Max Gray All reactions 250 lb or less at joint(s)11,12,2,2,3,4,5,6,8,9,10,1 except 1=262(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-520/457,2-3=-432/376,34=372/324,4-5=315/272,5-6=-258/220 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-5-7 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=30.0 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. ��0 P R aFFs 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. c� NGS NE� tS>O 6)Refer to girder(s)for truss to truss connections. c\ < R ?' 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6,8,9,10. -9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,12,9,10 :9200 P E r except(jt=lb)2=142,3=102,4=103,5=103,6=103,8=103. 111111 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4,5,6,8,9,10. 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. - 4/OREGON rx �� <O -9y 14,2'3\ P- ' RRit.'- e EXPIRES: 12/31/2017 August 31,2017 I 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* ek• 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 ANSII1PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625187 20027 JR01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:00 2017 Page 1 ID:IjpNFY1gzbHAgDi6a7SfE5yiKht-XnFjgiEgM1 PUOBZv7wCVHI8c8Aro55sLBSYhHtyiHjD I -1-0-0 i 1-11-11 4-11-8 1-0-0 1-11-11 2-11-13 Scale=1:11.2 8 � 3 ��r/ 7.00 12 f` 2 IN !11 I1o ,/ JUS24 10 4 JUS24 3x4 = 1-10-15 1-11 11 4-11-8 I 1-10-15 0-0-12 2-11-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.03 4-7 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC20151TP12014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-11-8 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=94/Mechanical,2=200/0-5-8,4=84/Mechanical Max Horz 2=72(LC 10) Max Uplift 3=-28(LC 10),2=-45(LC 10),4=-11(LC 10) Max Gray 3=97(LC 34),2=200(LC 17),4=84(LC 17) 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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 �0 P R of 1S will fit between the bottom chord and any other members. ,(¢ F 7)Refer to girder(s)for truss to truss connections. 5o NG II NE - S,p 8)Refer to girder(s)for truss to truss connections. (? 9 7. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. GV -9 10) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from 89200P E f the left end to 4-0-12 to connect truss(es)to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 411° - 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 y OREGON4, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 7G � A Uniform Loads(plf) '/Q ill)' 14 20\ + Vert:1-3=-74,4-5=-20 Concentrated Loads(Ib) filiii RIO- '° Vert: IO- Vert:9=4(F)10=-60(F) EXPIRES: 12/31/2017 August 31,2017 I i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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,notIA 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 MiTeke 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,088-89 and BCSI Building Component 250 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625188 20027 JR02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:02 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-UANTFNGwufgCeVjIFKFzNADy_W6Z?Meem1 oLlyiHjB -1-0-0 3-11-11 4-11-8 1-0-0 3-11-11 0-11-13 Scale=1:16.5 3 7.00 12 10 9 • 2 0I 8 to 1 M 4 3x4= 3-11-11 4-11-8 3-11-11 0-11-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:15 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=129/Mechanical,2=278/0-5-8,4=54/Mechanical Max Horz 2=125(LC 14) Max Uplift 3=-78(LC 14),2=-50(LC 14) Max Gray 3=144(LC 21),2=282(LC 21),4=83(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. �QlEO P f3 D,��S 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. �'� NGI NEF (-V 7)Refer to girder(s)for truss to truss connections. �2 8)Refer to girder(s)for truss to truss connections. tV -9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 89200PE 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 41.40010".-41.9. 4 OREGON Ott¢ <O 44. 14 20 P-}- R R I O- EXPIRES: 12/31/2017 August 31,2017 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 M iTek° 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/TPN 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625189 20027 JR03 MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:03 2017 Page 1 ID:IjpNFYI gzbHAgDi6a7SfE5yiKht-yMxsTjHYfyo3FflUp2mCvOm6pOsllScntQnLuCyiHjA -1-0-0 4-11-8 I 1-0-0 4-11-8 1.5x4 I I Scale=1:19.4 iii 4 3 >011i al 1 6 5 3x4= 1.5x4 II I 4-11-8 I 4-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.02 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.04 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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) 2=301/0-5-8,6=239/Mechanical Max Horz 2=135(LC 13) Max Uplift 2—69(LC 14),6=-80(LC 14) Max Gray 2=306(LC 21),6=266(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-11-8 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=30.0 psf(flat roof snow);Category 11;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 17.0 psf or 1.00 times flat roof load of 30.0 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 P R OFF 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. �� NGS NFL su/' 7)Refer to girder(s)for truss to truss connections. c\ * 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. '� -f, 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Q :9200 P E r sheetrock be applied directly to the bottom chord. 41111 CC -p 40,OREGON �l j /O 9y 14,20 Rll.r41 L0- 6 EXPIRES: 12/31/2017 August 31,2017 1 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,notMil' 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 ANSIITPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625190 20027 JTO1 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:04 2017 Page 1 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-QYVEg3IAQGwwtptgMIHRSbJH5oBP 1u sx64VVvQeyi Hj9 I -1-0-0 l 1-11-11 6-0-0 i 1-0-0 1-11-11 4-0-5 Scale=1:13.1 3 1 4 8 7.00 10 N 2 - Im ♦ 9 10 4 JUS24 JUS24 3x4= I 1-10-15 1-111111 6-0-0 1-10-15 012 4-0-5 Plate Offsets(X,Y)- [2:0-0-5.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code 1BC2015/TP12014 Matrix-MP Weight:13 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=123/Mechanical,2=196/0-5-8,4=78/Mechanical Max Horz 2=72(LC 10) Max Uplift 3=-30(LC 10),2=-45(LC 10) Max Gray 3=125(LC 34),2=196(LC 17),4=94(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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. �QI,EO P OFFS 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. 5� NG J N E� AWil I 7)Refer to girder(s)for truss to truss connections. �� 9 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. tV -9 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the 89200P E f left end to 4-0-12 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - ill LOAD CASE(S) Standard _ A_OREGON !(/� 1)Dead+Snow(balanced):Lumber Increase 1.15,Plate Increase=1.15 74. 4/ A, .Q 4/ Uniform Loads(plf) Y 14 2O 4 Vert:1-3=-74,4-5=-20r/y �P Concentrated Loads(lb) FR R 1L\- Vert:9=4(B)10=-58(B) EXPIRES: 12/31/2017 August 31,2017 I I A WARNING-Verify design parameters end 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 M ilek• 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625191 20027 JT02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:06 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-Mxd51JQytAe6603UAJvXOOeebt8VoLEZO?OVWyiHj7 -1-0-0 3-11-11 I 6-_0-0 1-0-0 3-11-11 2-0-5 Scale=1:16.4 3 0 7.00 112 10 9 8 2 Io 1 4 3x4= 3-10-15 3-1101 6-0-0 1 3-10-15 0-0-12 2-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.07 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=137/Mechanical,2=287/0-5-8,4=58/Mechanical Max Horz 2=125(LC 14) Max Uplift 3=-76(LC 14),2=-47(LC 14) Max Gray 3=152(LC 21),2=291(LC 21),4=99(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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 OFFS 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. '< _‘ rs 7)Refer to girder(s)for truss to truss connections. GI NE�i4 /t 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. CV 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 4 :9200 P E '9r sheetrock be applied directly to the bottom chord. . . yG , OREGON tet, 'O }' 14,20\ p'�- �FRRIt-0- EXPIRES: 12/31/2017 August 31,2017 ILI an/_il II 11 I I II ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I-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 budding 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625192 20027 JTO3 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:07 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-g7AM15K3jBIVkGbF2ug84EwkC?BwEFbNo21Z1 zyiHj6 -1-0-0 5-11-11 -0 1-0-0 5-11-11 0-OS Scale=1:23.0 3 7.00 12 10 N O A 7000001111111111111111111111111111111111111111111111110 01 I 4 3x4 = I 5-11-11 . r r 5-11-11 r 6,5 LOADING (psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.06 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.28 VertCT -0.11 4-7 >649 180 TCDL 7.0 Vert(CT) RepStress Incr YES WB 0.00 Horz CT 0.00 2 n/a n/a Horz(CT) BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=192/Mechanical,2=358/0-5-8,4=79/Mechanical Max Horz 2=177(LC 14) Max Uplift 3=-124(LC 14),2=-59(LC 14) Max Gray 3=226(LC 21),2=367(LC 21),4=106(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.11;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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 P R�FFs 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. �'< 'GI NEF t/'/O 7)Refer to girder(s)for truss to truss connections. 1\ 9 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 1V 3=124. ° 89200PE '9r 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. / ` / 4. 4OREGONb �� <O 4}' 14,2°N P+ 'lien RIl.O- 0 EXPIRES: 12/31/2017 August 31,2017 t I MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ANSIRP11 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625193 20027 JTO4 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:08 2017 Page 1 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-IJIdWRLh UVQMMQARbbLNcRTv4PX6zirX1 iU6ZPyiHj5 -1-0-0 I 6-0-0 7-11-11 I 1-0-0 6-0-0 1-11-11 Scale=1:29.3 4 -,n I 3 7.0° 12 11 11 11 .00 10 `l' r ", V 9 2 Vol J 1 M 3x4 = 5 I 6-0-0 I 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.06 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.11 5-8 >644 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=229(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-175(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=366(LC 21),3=313(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. �� O P R�FFs 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. '< 61 7)Refer to girder(s)for truss to truss connections. \ � GINE'','9 ?INEF9 /O2 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) C . a 9200P r- 3=175. /wt� 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 7G OREGON,, �Q <O -9y 14 2° Q�' FRRi0- EXPIRES: 12/31/2017 August 31,2017 t t A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M1-7473 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek° 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625194 20027 JTO5 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:10 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-FisVx6Mx?6g4bkKgjOOrhsYGjCDgRcLpUOzDelyiHj3 -1-0-0 I 6-0-0 9-11-11 1-0-0 6-0-0 3-11-11 Scale=1:35.0 5, I7 0 4 7.00 12 3 11 N �l 7 N d> a) 10 2 1 k/ ►1 6 3x4 = 6-0-0 I 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.06 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.11 6-9 >655 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:26 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=282(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-179(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=363(LC 1),3=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=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. � �FFs 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 E will fit between the bottom chord and any other members. 't �' 7)Refer to girder(s)for truss to truss connections. NECK /O2 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. CV 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except Q $9200P E �� (jt=lb)3=179. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. / 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. gem yL ,� OREGON�I A& i0 '11}- 14,2p P� FRRIO- EXPIRES: 12/31/2017 August 31,2017 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-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 ANSVTPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625195 20027 RHR RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:11 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-juQt8SNZmQowDuvOHjv4E45UCcdEA3bzjgjnAkyiHj2 -2-0-0 6-10-10 � 2-0-0 6-10-10 3x4 Scale=1:21.1 3 3x4 17 to 4.95 112 3x4 fro R 5 3x4 3x4 N 4 2 11101111 1 PO 6-10-10 6-10-10 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.02 2-3 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.03 2-3 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=107/0-2-2,2=222/0-7-6 Max Horz 2=76(LC 14) Max Uplift 3=-64(LC 14),2=-91(LC 14) Max Gray 3=134(LC 20),2=232(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.11;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 6-10-10 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=30.0 psf(flat roof snow);Category ll;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)3,2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �� PR OFFS 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 2 �� sheetrock be applied directly to the bottom chord. N E Q :9200PE 9s' 1 • L 4,OREGON�� A4/ , -9y 14,Zo + iv/ F4 R I VA- e' EXPIRES: 12/31/2017 August 31,2017 t _ t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM-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 M iTek' 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625196 20027 SA01 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:12 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-B5_FMoOBXjwngl UDgRQJnHehJOylvWg6yKSKiAyiHj1 -1-0-0 1-11-11 1-0-0 1-11-11 OJ�'ar Scale=1:10.8 8 / 3 '�/ 7.00 12 • 2 1 ►/ 3x4 = 4 1-11-11 2 1 8 1-11-11 r 15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP 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 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=185/0-5-8,4=21/Mechanical,3=52/Mechanical Max Horz 2=74(LC 14) Max Uplift 2=-48(LC 14),3=-33(LC 14) Max Gray 2=186(LC 21),4=33(LC 5),3=54(LC 24) 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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 ti��o P R OF�s will fit between the bottom chord and anyother members. 7)Refer to girder(s)for truss to truss connections. '< xt 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. \� �NGINE .,9 /�2 �� 89200PE 9r 40,OREGON bs A.44/ <O qy 14,2P\ 4 MFR R IO- R EXPIRES: 12/31/2017 August 31,2017 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 MiT®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 ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625197 20027 SA02 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:13 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-fHYeZ8Pp112eSB3PO8xYJVAgsQGgez4GA_CtEcyiHjO -1-0.0 2-0-0 3-11-11 1-0-0 2-0-0 1-11-11 Scale=1:16.8 3 )1 Ig 7.00 12 10 9 N it 2 `71 a 1 4 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MP 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) 3=107/Mechanical,2=221/0-5-8,4=75/Mechanical Max Horz 2=125(LC 14) Max Uplift 3=-74(LC 14),2=-42(LC 14),4=-33(LC 14) Max Gray 3=121(LC 21),2=223(LC 21),4=78(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 psf(fiat 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 17.0 psf or 1.00 times flat roof load of 30.0 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. �¢�� ID R Opp, 5 a 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. AGIN ,••• 7)Refer to girder(s)for truss to truss connections. 9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. Gtr -9 89200PE r 7/„.. OREGON A,44/CC �O '1Y 14,200 P-- EXPIRES: 12/31/2017 August 31,2017 AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI-7473 rev.10103/2015 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 M Mak' 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/7PII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Cirde 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625198 20027 SR01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:14 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-7T60mUPS3LAV4LebysSnsijl pgeVNQKPPexRn3yiHj? -1-0-01 1-11-11 2-Q-o 1-0-0 1-11-11 0� Scale=1:10.8 3 111 8 7.00 12 • 2 1 ►, kIM 3x4 = 4 1-11-11 2 1 • 1-11-11 I i 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-MP Weight:8 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=185/0-5-8,4=21/Mechanical,3=52/Mechanical Max Horz 2=74(LC 14) Max Uplift 2=-48(LC 14),3=-33(LC 14) Max Gray 2=186(LC 21),4=33(LC 5),3=54(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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 E� p R fs will fit between the bottom chord and any other members. �Fr¢ C 7)Refer to girder(s)for truss to truss connections. fa�1J 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. EFiV1 s _� :9200PE 9f yL , OREGON /O .44- 14,V P-�- MRRiL�- 6 EXPIRES: 12/31/2017 August 31,2017 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 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/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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625199 20027 SR02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:14 2017 Page 1 ID:ljpNFY1 gzbHAgDi6a7SfE5yiKht-7T60mUPS3LAV4LebysSnsij?cgcvNQKPPexRn3yiHj? -1-0-0 2-0-0 3-11-11 1-0-0 2-0-0 1-11-11 Scale=1:16.8 3 )1 I� 7.00 .11 - 10 9 N vI 8 2 i " 1 OM 4 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:11 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=107/Mechanical,2=221/0-5-8,4=75/Mechanical Max Horz 2=125(LC 14) Max Uplift 3=-74(LC 14),2=-42(LC 14),4=-33(LC 14) Max Gray 3=121(LC 21),2=223(LC 21),4=78(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.11;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 psf(flat roof snow);Category 11;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 17.0 psf or 1.00 times flat roof load of 30.0 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. �4ED P R OF�s 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. \�� s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. 44.1 cc :9200P f 4111p,...00! • OREGON t5 iO -9 O Y 14,2 • 8 /11FRRIL'- EXPI RES: 12/31/2017 August 31,2017 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 trusses and truss systems,see ANSIrlPl1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625200 20027 STO1 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:15 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-bgfO_gQ4geIMhVCoWZzOOwGCZD_k6taYelh_JVyiHj_ -1-0-0 1-11-11 2-R-0 1-0-0 1-11-11 0-3-5 Scale=1:10.8 3 �/ 8 / 7.00 12 2 AMMIMMIll 1'1 1 ,/ 3x4 = 4 I 1-11-11 2-1.r 1-11-11 r i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 BCDL 10,0 * Code IBC2015fTP12014 Matrix-MP Weight 8 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=185/0-5-8,4=21/Mechanical,3=52/Mechanical Max Horz 2=74(LC 14) Max Uplift 2=-48(LC 14),3=-33(LC 14) Max Gray 2=186(LC 21),4=33(LC 5),3=54(LC 24) 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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 �O PROF is will fit between the bottom chord and any other members. (_t F 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 uplift at joint(s)2,3. �� ' ; ECi4 sO� 89200PE 9r .• . O 74. 40, OREGON\b` '&W 'O qy 14,2° P4 ,II) - 0 EXPI RES: 12/31/2017 August 31,2017 4 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5(11-7473 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 M/Tek` 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 ANSIRPII Quality Criteria,DSB-85 and BCSI Building Component 250 bug 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625201 20027 STO2 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:16 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-3sDmBARibyQDJfn_3HVFx7oL6dINrKgisyQYgxyiHiz -1-0-0 2-0-0 3-11-11 1-0-0 2-0-0 1-11-11 Scale=1:16.8 3 )4 Io 7.00 12 10 9 N rV 2 1'91 8 1 0 1 ,/ 4 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:11 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=107/Mechanical,2=221/0-5-8,4=75/Mechanical Max Horz 2=125(LC 14) Max Uplift 3=74(LC 14),2=-42(LC 14),4=-33(LC 14) Max Gray 3=121(LC 21),2=223(LC 21),4=78(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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�tiD P R Q/: n 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. < eAGI NEF fJ• 7)Refer to girder(s)for truss to truss connections. R 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. 40 89200PE yr G 4/OREGON �� ttr� /? './}' 74,Zp Aifr' McRRIO- �' EXPIRES: 12/31/2017 August 31,2017 t __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE F91-7473 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,nect11 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 MIR** 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 ANSIITPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625202 20027 TO1 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:18 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-OFLXcsSy7ZhxYyxMBhXjOYud?RxMJ2G?KGvevgyiHix 5-11-11 I 1443 i 5-5-9 7- 8-3-12 11-2-8 I 1-0-0 5-5-9 0--2 2-4-1 2-10-12 0-4-6 Scale=1:23.3 5x8 \\ 3x4 II 3 i 4 I11111111114� 7.00 12 11 . v -- . 1 211II - II II 11 1 ; 16 17 8 18 19 20 7 JUS24 JUS24 3x4 II JUS24 JUS24 JUS24 6 3x8= 3x6= I 5-5-9 I 8-3-12 I 11-2-8 I 5-5-9 2-10-4 2-10-12 Plate Offsets(X.Y)- [2:0-9-12.0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.03 8-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.05 8-10 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.77 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-MS Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. 3-5:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 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) 2=812/0-5-8,7=1017/Mechanical Max Horz 2=161(LC 43) Max Uplift 2=-165(LC 10),7=-300(LC 10) Max Gray 2=1085(LC 26),7=1063(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1304/195 BOT CHORD 2-8=-222/1011,7-8=227/992 WEBS 3-8=0/473,3-7=-1143/262,4-7=-432/243 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;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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �� O PR OF�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 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �NG'NE<R tr�0 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 0 89200 P E 9r will 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) _4:11 ./�l� �� 2=165,7=300. up Cr 10) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from -y A_OREGON 4/ the left end to 10-0-12 to connect truss(es)to front face of bottom chord. 4 . "'7 O,t% A, 11) Fill all nail holes where hanger is in contact with lumber. /40Y 14 2 -+ 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 lb down and 117 lb up atp- 5-11-9,and 252 lb down and 178 lb up at 8-0-12,and 237 lb down and 181 lb up at 10-0-12 on top chord. The design/selection of SFR R 10-8 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 EXPIRES: 12/31/2017 August 31,2017 Continued on oaae 2 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,notMit 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 ANSIRPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625202 20027 TO1 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:18 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-OFLXcsSy7ZhxYyxMBhXjOYud?RxMJ2G?KGvevqyiHix LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-5=-74,2-6=20 Concentrated Loads(Ib) Vert:12=-95 13=-171 15=-153 16=58(F)17=-39(F)18=62(F)19=-62(F)20=-61(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 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 ANSIITPN 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625203 20027 T02 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:19 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-URwgBTautpoA6WZIP2yZmQj6rCy2c88ZvfCRGyiHiw -1-0-07-5-9 7111-11 11-2-8 ( i 1-0-0 7-5-9 0-6-2 3-2-13 5x8 M18SHS-i Scale=1:30.0 3x4= 3 15 4 5 �I w 14 7.00 12 13 I 7- 12 12 2 Y y, Wil 8 7 3x4 = 6 3x6 = 1.5x4 II I 75-9 I 11-2-8 I 7-5-9 3-8-15 Plate Offsets(X,Y)- 12:0-1-13.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.15 8-11 >862 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.22 8-11 >593 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. 3-5:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr 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=591/0-5-8,7=536/Mechanical Max Horz 2=215(LC 14) Max Uplift 2=-116(LC 14),7=-113(LC 14) Max Gray 2=898(LC 30),7=609(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=780/73,3-4=491/139 BOT CHORD 2-8=138/493 WEBS 3-8=-378/214,48=220/786,4-7=-598/206 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-5-9,Exterior(2)7-5-9 to 11-2-8 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 E� PROF tS' 3)Unbalanced snow loads have been considered for this design. F 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 30.0 psf on overhangs ��"<<NGl NE�9 tr•O2 non-concurrent with other live loads. �� 5)Provide adequate drainage to prevent water ponding. -fs 6)All plates are MT20 plates unless otherwise indicated. 89200P E 1! 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide l�j will fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. 0 ir 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) A_OREGON 4,/2=116,7=113. -7G 4, 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /O14 Z0\ 4 sheetrock be applied directly to the bottom chord. 'iR R 10- EXPIRES: 12/31/2017 August 31,2017 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. Mil` 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/11,11 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625204 20027 T03 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:21 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-Qq 1 fEtVrQU3WPQgxsg4QeBW3wewxWTVROD81V9yiHiu -1-0-0 I 7-5-9 9-11-11 II 11-2-8 1-0-0 7-5-9 2-6-2 1-2-13 I Scale=1:32.5 5x12 - 15 3x6 = 3 5 llUMII 7.00 12 _,' - ZM 14 W a v 13 1 2 N __ 1 ./ 9 8 7 3x6= 3x6 = 3x6 II I 7-5-9 I 11-2-8 I 7-5-9 3-8-15 Plate Offsets(X.Y)- r2:0-3-3.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deS Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.13 9-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.19 9-12 >687 180 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:58 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied. 3-6:2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr 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=636/0-5-8,8=762/Mechanical Max Horz 2=272(LC 14) Max Uplift 2=107(LC 14),8=-218(LC 14) Max Gray 2=1038(LC 30),8=1122(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1089/54,3-5=-783/300 BOT CHORD 2-9=-295/780 WEBS 3-9=-761/426,5-9=-470/1243,5-8=-1128/544 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-11-11,Exterior(2)7-5-9 to 11-2-8 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �9�0 P P OFFS 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 30.0 psf on overhangs - �NG'N EE9 v non-concurrent with other live loads. \� 5)Provide adequate drainage to prevent water ponding. 4� -9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 89200P E r- 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) Alli 2==107,8=218. OREGON yr 1l 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 74_ 41 ,fib ki sheetrock be applied directly to the bottom chord. <Q '14'' 14 ` O '3' 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. , ,c9. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down and 126 lb up at M' R R 10- 9-11-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOADCASE(S) Standard EXPIRES: 12/31/2017 August 31,2017 Continued on oaae 2 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-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 ANSIRPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625204 20027 T03 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:21 2017 Page 2 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-Qq 1 fEtVrQU3WPQgxsg4QeB W3wewxWTVROD8IV9yiHiu LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-4=-74,3-6=-74,7-10=-20 Concentrated Loads(Ib) Vert:18=-85 t f AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/0312015 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 M iT®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 ANSUTPI1 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625205 20027 T04 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:22 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-u0a 1 SDVTBoBN 1 aF8QXcfBO21I2KbFymaFtts2byiHit -1-0-0 I 5-10-1 11-2-8 1-0-0 5-10-1 5-4-7 Scale=1:37.9 4 5 3x4 I 14 7.00 12 13 3x6 3 - ii• 12 2 a J a =i o A m 8 76 3x4 = 1.5x4 II 3x6 = i 5-10-1 I 11-2-8 I 5-10-1 5-4-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.03 8-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.05 8-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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) 2=591/0-5-8,7=536/Mechanical Max Horz 2=295(LC 13) Max Uplift 2-118(LC 14),7=-183(LC 14) Max Gray 2=611(LC 21),7=644(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-673/148 BOT CHORD 2-8=-250/531,7-8=-250/531 WEBS 3-7=-623/247 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-2-8 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �¢�O p R�F�s 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. �'< NG,IN - .o 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c\ !G R 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 LV .9 will fit between the bottom chord and any other members. K. 89200PE 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) / 2=118,7=183. -� /,�. O , .• 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. fl OREGON ,(/� �G/O a�y 14,20�P+ 'ilRRIO- EXPIRES: 12/31/2017 August 31,2017 I I 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 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625206 20027 T05 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:23 2017 Page 1 ID:IjpNFY1gzbHAgDi6a7SfE5yiKht-MC8PfZW5x6JDfkgK_F7ujcbZYSjf UZkTXdPa1yiHis -1-0-0 1-11-8 I 1-0-0 1-11-8 Scale=1:10.7 1.5x4 II 4 3 7.0012 4 2 . • hifrdi k4M 3x4 = 1.5x4 115 1-11-8 1-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, BOT CHORD 2x4 DF No.1&Btr except 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=184/0-5-8,5=73/Mechanical Max Horz 2=59(LC 13) Max Uplift 2=-55(LC 14),5=-22(LC 14) Max Gray 2=185(LC 21),5=77(LC 24) 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=30.0 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 17.0 psf or 1.00 times flat roof load of 30.0 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. �¢ P R OFFS 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. S 7)Refer to girder(s)for truss to truss connections. GI NEF9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. kJ .9 c' 89200P '/OREGON�� lV¢ <O Al), 14,2.° P-�- 'FRRILS- ' ' EXPIRES: 12/31/2017 August 31,2017 r 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 ANSVTPII 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625207 20027 THR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:24 2017 Page 1 I D:IjpNFY1 gzbHAgDi6a7SfE5yiKht-gOiotvXjiPR4GtP WXye7Gp8iSs3HjxptiBMz6UyiHir -2-0-0 8-4-5 8--12 11-4-11 14-2-10 15-8-11 2-0-0 8-4-5 0-2-7 2-9-15 2-9-15 1-6-1 Scale=1:38.0 6 5 :1 Io it 4 4.95 12 3x4 @1 8 3x4 — '1 3 • 3x4 .00:,• 0 3x4% ,, 00 3x4 3x4% 7 .0 2 01 0 1 �� I 8-4-5 I 8-4-5 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.05 2-3 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.06 2-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-7-6. (Ib)- Max Horz 2=159(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2,4,5 except 3=-115(LC 14) Max Gray All reactions 250 lb or less at joint(s)2,3,4,5 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 Comer(3)-2-0-0 to 2-2-15,Exterior(2)2-2-15 to 15-8-11 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=30.0 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)3,4,5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,5 except (jt=lb)3=115. Q D PR OFFS 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. '<<C 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �NG'NE4 9 /O2 sheetrock be applied directly to the bottom chord. 89200PE �r yG 't OREGON �4✓4 <O -It- 14,2O P-E- 4fFRRI0-Q' EXPIRES: 12/31/2017 August 31,2017 I I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MMI-7473 rev.10/03/2015 BEFORE USE. Nat 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 MiTeke 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/TPM 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625208 20027 U01 Common Structural Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:25 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-JbGA4FYLTjZxu1 zj5g9Mo1 gukFNOSOE 1 xr6WfwyiHiq I -1-0-0 2-11-8 5-11-0 6-11-0 1-0-0 2-11-8 2-11-8 1-0-0 4x4 = Scale=1:15.6 3 1111118 18 7.00 12 . 17 1.5x4 I I 4 2 5 lii =, 1.5x4 II 6 1.5x4 II ,/ 1.5x4 II ,/ 3x4 = 3x4 = I 2-11-8 I 5-11-0 I 2-11-8 2-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 6-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 6-13 >999 180 TCDL 7.0 0 5 Horz(CT) 0 00 4 n/a n/a Rep Stress Incr YES WB 0 BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:25 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Stud/Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=352/0-5-8,4=352/0-5-8 Max Horz 2=66(LC 13) Max Uplift 2=-85(LC 14),4=-85(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-315/81,3-4=-315/81 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-11-8,Exterior(2)2-11-8 to 5-11-0 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �� O P R�FFiS non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \0,<<"‘'‘ � l�NG I NE�#9 s�O2 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 ti will fit between the bottom chord and any other members. Q 89200PE �c 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 0141. � sheetrock be applied directly to the bottom chord. N,/ '---_ • y7/... '.i OREGON 0, A,, /O '9Y 14,2° Q�" ''ER R I0- ' EXPIRES: 12/31/2017 August 31,2017 I I MEIN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE/411-7473 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lek} 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 ANSIITPII Quality Criteria,DSB-99 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 20027 WESTWOOD HOMES-MANGOLD LOT 4(KD) K3625209 20027 UO2 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Aug 25 2017 MiTek Industries,Inc. Thu Aug 31 15:36:26 2017 Page 1 ID:IjpNFY1 gzbHAgDi6a7SfE5yiKht-nngvlbZzE 1 hoWBYvfNgbLED3PcjjABrSAAVr3BMyiHip i 2-11-8 5-11-0 2-11-8 2-11-8 4x4= Scale=1:15.7 2 12 7.00 12 11 r, 3 1 ng o c 4 1.5x4 II 3x4 = 3x4 = 2-11-8 5-11-0 I 2-11-8 2-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. 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=278/0-5-8,3=278/0-5-8 Max Horz 1=-50(LC 12) Max Uplift 1—53(LC 14),3=-53(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=334/107,2-3=-334/107 BOT CHORD 1-4=-37/255,3-4=37/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)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=30.0 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. `` DO 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. �4`O Ope 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 5\ (3�NEF s0,(2 sheetrock be applied directly to the bottom chord. mac2"._ :9200PE �OREGON�� Z1 'O '9 ' 14,2\ P-}- 'SFR R I L'- e' EXPIRES: 12/31/2017 August 31,2017 r 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM-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 ANSITIPII 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4y Centerplate on joint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets re indicted. I ( (Drawings not to scale) Damage or Personal Injury MEIDimensions are in ft-in-sixteenths. I Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0' .16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I Milli � t:3 p bracing should be considered. = O I MAW 3. Never exceed the design loading shown and never CI U stack materials on inadequately braced trusses. D 4. Provevide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 cs C5-6designer,erection supervisor,property owner and plates 0- ',,d'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorplates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■.. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ®-6, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: WI ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. e e BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ® ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015