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Plans (63) R m-T- A — Oce MiTek( MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1700285 PLH-2544 Sage C The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton, OR. Pages or sheets covered by this seal: K2849084 thru K2849138 My license renewal date for the state of Oregon is December 31,2017. ��ED P R()Fess r_.•\ GINEFR �© 89200PE OREGON ,tv1.7 � <O . 74,2-° 0" MqyFR `i February 14,2017 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. Milek, MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1700285 PLH-2544 Sage C The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton,OR. Pages or sheets covered by this seal: K2849084 thru K2849138 My license renewal date for the state of Washington is May 16,2017. RRILL oo WAsr 1tl 0 ier ASO $F 51398k` GISTS Ip \4G • 1 � • February 14,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849084 81700285 A01 Roof Special Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:47:58 2017 Page 1 I D:tl t6JzAh GKLeTtoC85kslUzlUfJ-ZWJpbor7R61e5ND9yeJ?WxA5wik?_xWbFu8D1 nzlU1 F -1-0-01 5-5-8 5-10-'15 10-11-12 I 16-6-1 I 22-0-4 27-10-6 I 1-0-0 5-5-8 0-5-7 5-0-13 5-6-5 5-6-3 5-10-2 Scale=1:50.4 7x14 MT18H= 3x4= 8x8 = 4x8= 2x4 I I 7.00 12 �6 X1718 X19 4 X20 X21 2 53 4 f, 166Z25 X26 �8I ri n cn 2 �/ nn nn nn nn nn 1 �n[ nn nn" nn nn `nn nn nn A27 28 15 29 30 31 t4 13 32 33 12 34 35 t1 36 37 K9 10 3x10 LUS24 LUS24 2x4 II LUS24 LUS24 5x12 MT18H—LUS24 3x4 — LUS24 LUS24 3x6 . LUS24 LUS24 6x8— LUS24 4x6=LUS24 LUS24 LUS24 I 5-5-8 10-11-12 I 16-6-1 22-0-4 I 27-10-6 I 5-5-8 5-6-4 5-6-5 5-6-3 5-10-2 Plate Offsets(X,Y)-- [2:0-2-3.0-1-8],[3:0-10-8.0-2-0],[5:0-4-0.0-4-8],[6:0-3-9,0-2-0].[10:0-3-4.0-4-4].[11:0-2-12.0-1-8],114:0-2-4,0-1-12] TOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.25 12-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.90 Vert(CT) -0.55 12-14 >596 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:168 lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, except 1-3:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-9-3 max.):3-8. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bra; WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-11,6-10 ��1.E� P R OFF MiTek recommends that Stabilizers. 1 • . -,eioti6fatirle —/p be installed during truss erection,' . • .a ,--with Stabiliz-� 1, Installation guide. REACTIONS. (lb/size) 10=2550/0-3-14,2=2273/0-5-8 • 89200PE �� Max Horz 2=146(LC 7) Max Upliftl0=-1028(LC 7),2=-899(LC 10) Max Gray 10=2753(LC 25),2=2546(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. j7 OREGON ((; TOP CHORD 2-3=-4242/1641,3-16=-5296/2233,16-17=-5296/2233,17-18=-5296/2233, G/ �92-°-\00:.\-.D}� � 18-19=-5296/2233,4-19=-5296/2233,4-20=-5384/2192,20-21=-5384/2192, �w 14, 21-22=-5384/2192,5-22=-5384/2192,5-23=-3951/1536,23-24=-3951/1536, 'r! 6-24=-3951/1536,7-10=-464/217 FR R L� BOT CHORD 2-27=-1454/3524,27-28=-1454/3524,15-28=-1454/3524,15-29=-1460/3510, 29-30=-1460/3510,30-31=-1460/3510,14-31=-1460/3510,13-14=-2243/5296, 13-32=-2243/5296,32-33=-2243/5296,12-33=-2243/5296,12-34=-2221/5377, EXPIRES: 12/31/2Q17 34-35=-2221/5377,11-35=-2221/5377,11-36=-1564/3951,36-37=-1564/3951, 10-37=-1564/3951 WEBS 3-15=0/455,3-14=-960/2236,4-14=-901/606,5-12=0/402,5-11=-1806/784, 6-11=-235/1115,6-10=-4517/1756 NOTES- c�Olt & 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 �1'` �-v WAS `i), (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 .7- •-::: G tt 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ?�. �� "� 3)Unbalanced snow loads have been considered for this design. �,S` 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs . non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. A � � 6)All plates are MT20 plates unless otherwise indicated. �O JI:: 51398 <y 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rC� GTS 1$R 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will S' %y fit between the bottom chord and any other members. SI�NALti� 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 February 14,2017 1 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 1 Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPN Quality Criteria,1:18B-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 PLH-2544 Sage C K2849084 B1700285 A01 Roof Special Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:47:58 2017 Page 2 ID:tlt6JzAhGKLeTtoC85kslUzlUfJ-ZWJpLxx7R6le5ND9yeJ?WxA5wik?_xWbFu8D1 nzIU1 F NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1028 lb uplift at joint 10 and 899 lb uplift at joint 2. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 25-11-4 to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)395 lb down and 397 lb up at 5-11-9,224 lb down and 184 lb up at 8-0-12, 224 lb down and 189 lb up at 10-0-12,224 lb down and 190 lb up at 12-0-12,225 lb down and 191 lb up at 14-0-0,224 lb down and 190 lb up at 15-11-4,224 lb down and 189 lb up at 17-11-4,224 lb down and 184 lb up at 19-11-4,266 lb down and 178 lb up at 21-11-4,and 266 lb down and 178 lb up at 23-11-4,and 266 lb down and 178 lb up at 25-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-7=-64,7-8=-64,2-9=-20 Concentrated Loads(Ib) Vert:13=-37(F)11=-37(F)6=-231 16=-324 17=-158 19=-133 20=-114 21=-114 22=-114 23=-133 24=-158 25=-231 26=-231 27=-37(F)28=-37(F)29=-37(F)30=-37(F) 31=-37(F)32=-37(F)33=-37(F)34=-37(F)35=-37(F)36=-37(F)37=-37(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 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 PLH-2544 Sage C 81700285 q02 K2849085 California 1 1 Job Reference(optional) pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:47:59 2017 Page 1 ID:tlt6JzAhGKLeTtoC85kslUzIUfJ-1jtBZHylCPtViXoLWLgE28jLy6BljObkUYtnZEzIU1 E 1-1-0-01 3-8-7 I 7-5-8 7-10-115 14-0-0 20-1-1 29-6-a 24-3-9 1 27-10-6 1 1-0-0 3-8-7 3-9-1 0-5-7 6-1-1 6-1-1 0-5-7 3-9-1 3-6-13 Scale=1:50.5 5x6 = 3x8 = 5x6 = El 1 ma, 4 15 �6 17 5 18 c5199 20 ii R 7.00 112 :40 2x4 2x4 a '''' V �� 13 � 7 � 2 8 e ro o bb �i O. Ian 3x8= 12 10 9 ii el 3x8= 4x8 2x4 H 4x6 3x8 = I 7-5-8 14-0-0 I 20-6-8 27-10-6 7-5-8 6-6-8 6-6-8 7-3-14 Plate Offsets(X,Y)-- [2:0-8-0.0-0-11].[4:0-4-0,0-2-4],[6:0-3-12,0-2-81,[8:0-0-0.0-0-5] TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.15 10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.29 10-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:141 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins,except 4-6:2x6 DF No.2 2-0-0 oc purlins(4-8-14 max.):4-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-2-11 oc br- Q P R WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-9 �Q� Q FF MiTek recommends that Stabilizers- 6�je* IaL7l5`O@f1bt IS: be installed during truss erection,' . .a'.-with Stabiliz- .-y Installation guide. Qw 892Q0PE fit' REACTIONS. (lb/size) 8=1417/0-3-14,2=1571/0-5-8 Max Horz 2=134(LC 9) Max Uplift8=-379(LC 13),2=-440(LC 12) Max Grav8=1753(LC 31),2=1980(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Cr yL OREGON , ,(4, TOP CHORD 2-13=-3079/736,3-13=-2891/750,3-4=-2726/705,4-14=-2258/652,14-15=-2258/652, 15-16=-2258/652,16-17=-2258/652,5-17=-2258/652,5-18=-2124/593,18-19=-2124/593, /0 AqR 4,22° � 19-20=-2124/593,6-20=-2124/593,6-7=-2579/641,7-8=-2910/697 BOT CHORD 2-12=-637/2524,11-12=-665/2920,10-11=-665/2920,9-10=-665/2920,8-9=-535/2395 y` R R V-k WEBS 3-12=-403/249,4-12=-94/715,5-12=-955/274,5-9=-1087/383,6-9=-148/811, 7-9=-394/251 NOTES- EXPIRES: 12/3112D17 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-4-6,Exterior(2)3-4-6 to 7-7-5,Interior(1)11-10-3 to 16-1-13,Exterior(2)20-4-11 to 27-8-7 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 RRI}vL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 q� 3)Unbalanced snow loads have been considered for this design. ..4. ) O WAS. `tJ 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs � �C non-concurrent with other live loads. �� h'�/7 �� '� 5)Provide adequate drainage to prevent water ponding. 1Ij rr 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` � 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ja�/ 8)A plate rating reduction of 20%has been applied for the green lumber members. �' 51398 ,4k"9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 379 lb uplift at joint 8 and 440 lb uplift at joint 2. QA�SS�GISTER9 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. IONALV�� 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 14,2017 AWARNING-Verify design ur• rAy g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/02/2015 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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPIl Quality Criteria,1:18B49 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 JobB1700285 Truss A02 Truss Type California Qty 1 1 Ply PLH-2544 Sage C Job Reference(optional) K2849085 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:47:59 2017 Page 2 ID:tIt6JzAhGKLeTtoC85kslUzlUfJ-1jtBZHyICPtViXoLWLgE28jLy6BljObkUYtnZEzlU1 E NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)266 lb down and 287 lb up at 7-11-9,138 lb down and 105 lb up at 10-0-12 ,188 lb down and 148 lb up at 12-0-12,180 lb down and 153 lb up at 14-0-0,and 188 lb down and 148 lb up at 15-11-4,and 138 lb down and 105 lb up at 17-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,6-8=-64,2-8=-20 Concentrated Loads(Ib) Vert:5=-95 14=-167 15=-52 17=-118 18=-118 20=-52 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 t a truss system.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 ANSITTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug 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 PLH-2544 Sage C K2849086 B1700285 A03 California 1 1 Job Reference(optional) Pfo-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:01 2017 Page 1 ID:tlt6JzAhGKLeTtoC85kslUzIUfJ-z5?x_z_Ok18Dygykdmsi7ZofOwtXBH?1xsMue6zlU1 C I-1-0-01 3-8-7 7-5-8 1 9-10-15 1 14-0-0 1 18-1-1 1 20-6-8 1 24-3-9 27-10-6 1 1-0-0 3-8-7 3-9-1 2-5-7 4-1-1 4-1-1 2-5-7 3-9-1 3-6-13 Scale=1:49.7 5 8 5x6 i 3x8= 5x6 7.00 4 ►. in Wit 6 12 ►rs ►. irs 17 .. 18 19 20 25 2x42x4 ' y 3 9 g 16 4'.4Y c 15 1: 26 a 2 plll�lll� 10 cTi/Ta 4x6= SI t4 13 _ 12 11 4x6 3x8= 4x6 2x4 H 3x8 = 7-5-8 1 1 14-0-0 1 20-6-8 1 27-10-6 i 7-5-8 6-6-8 6-6-8 7-3-14 Plate Offsets(X.Y)— [2:0-0-8,0-0-0].[10:0-1-10.0-1-111 TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.14 12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.27 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:149 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins,except 4-7:2x6 DF No.2 2-0-0 oc purlins(4-9-0 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-9-6 oc brae e WEBS WEDGE 2x4 DF Std G MiTek recommends that Stabilizers a - i1; LS /AI be installed during truss erection,i -c �- *r• '+.. -. s/O Right:2x4 SP No.3 Installation.uide. •REACTIONS. (lb/size) 10=1300/0-3-14,2=1381/0-5-8 89200PE p1-- Max Horz 2=210(LC 9) Max Upliftl0=-312(LC 13),2=-350(LC 12) Max Gray 10=1823(LC 31),2=1974(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yG 4 7 OREGON R //.(1/TOP CHORD 2-15=-3032/946,15-16=-2921/956,3-16=-2866/958,3-17=-2749/1036,4-17=-2545/1044, 4-18=-2328/1210,18-19=-2328/1210,19-20=-2328/1210,6-20=-2328/1210, /6 '9)'' 74 ZQ\ 6-21=-2326/1217,21-22=-2326/1217,22-23=-2326/1217,23-24=-2326/1217, A"l ' k- ( ' 7-24=-2326/1217,7-25=-2544/1053,9-25=-2747/1046,9-26=-2880/973,10-26=-3002/970 RRl1, BOT CHORD 2-14=-726/2471,13-14=-985/2779,12-13=-985/2779,11-12=-985/2779,10-11=-745/2458 WEBS 3-14=-285/171,4-14=-76/626,6-14=-944/352,6-11=-953/351,7-11=-75/623, 9-11=-269/163 EXPIRES: 12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-8-0,Exterior(2)5-8-0 to 9-10-15,Interior(1)11-10-3 to 16-1-13,Exterior(2)18-1-1 to 27-8-7 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 c1,�rLL 8 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ,.." OF WASI�:, `1 J, 3)Unbalanced snow loads have been considered for this design. `it 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 9 •� G; �' non-concurrent with other live loads. .1 :, 5)Provide adequate drainage to prevent water ponding. •. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will j4 fit between the bottom chord and any other members. �� 8)A plate rating reduction of 20%has been applied for the green lumber members. A�O� ��GisR� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 312 lb uplift at joint 10 and 350 lb uplift at �'S, joint 2. SIONALV� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 14,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTei(` 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 ANSIIlPI1 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 PLH-2544 Sage C K2849086 B1700285 A03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:01 2017 Page 2 I D:tIt6JzAh GKLeTtoC 85kslUzIUfJ-z5?x_z_Ok18Dygykdmsi7ZofOwtXBH?l xsMue6z1U1 C ®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 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 PLH-2544 Sage C K2849087 81700285 A04 California 1 1 Job Reference(optional) Pfo-Build Beaverton Truss, Beaverton,OR 97005 7.640 8 Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:02 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UzlUfJ-RIYKBJ_eVKG4Z_XwBTOxgnLp3KCuwgbBAW6RAZzIU1 B 1-1-0-01 5-8-7 I 11-5-8 11110115 16-1-1 16-618 22-2-12 I 27-10-6 1 1-0-0 5-8-7 5-9-1 0-5-7 4-2-2 0-5-7 5-8-4 5-7-10 6x8! Scale=1:50.8 5x6 4.6EX117 ki 18 7.00 112 15 19 3x4 3x4 cv 3 6 n - 14 4. 20 q r` 21 13 2 7 '� ke I0 � �a 4x8= 12 11 10 9 8 3x10 = 2x4 II 3x6 = 3x8= 2x4 3x4= 1 5-8-7 1 11-5-8 1 16-6-8 1 22-2-12 1 27-10-6 1 5-8-7 5-9-1 5-1-0 5-8-4 5-7-10 Plate Offsets(X.Y)-- [2:0-0-0.0-0-4],[3:0-1-12,0-1-8].[4:0-4-0.0-2-0].[5:0-2-4.0-2-8],[6:0-1-12,0-1-8].f7:0-10-0,0-0-11] TOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.13 11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.24 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:143 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins,except 4-5:2x6 DF No.2 2-0-0 oc purlins(4-11-0 max.):4-5. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bra:-:. D PROF WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-9 (.51 . Fs MiTek recommends that Stabilizers - &ta• efkiaiNZenl. s/p be installed during truss erection,' • • •a :-with Stabiliz • - Installation guide. �/ REACTIONS. (lb/size) 7=1348/0-3-14,2=1469/0-5-8 89200PE v' Max Horz 2=201(LC 51) Max Uplift7=-339(LC 13),2=-368(LC 12) Max Gray 7=1899(LC 31),2=2090(LC 31) t:p 1Z- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 'yq_OREGON 4/ TOP CHORD 2-13=-3267/562,13-14=-2971/576,3-14=-2964/579,3-15=-2490/531,4-15=-2288/550, L/ `%9},, 2 dN� - 4-16=-1917/507,16-17=-1917/507,5-17=-1917/507,5-18=-2114/526,18-19=-2206/519, �s 14, Q+ 6-19=-2406/507,6-20=-2879/570,20-21=-2998/559,7-21=-3184/556 V` .R R �\-- BOT CHORD 2-12=-518/2661,11-12=-518/2661,10-11=-300/1990,9-10=-300/1990,8-9=-409/2584, 7-8=-409/2584 WEBS 3-11=-768/274,4-11=-73/495,4-9=-301/182,5-9=-79/598,6-9=-764/277 EXPIRES: 12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-4-6,Exterior(2)7-4-6 to 20-7-10,Interior(1)20-7-10 to 24-8-7 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 - V, tRILL 8 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 q�� CIF WASg `t> 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 2.00 times flat roof load of 25.0 psf on overhangs T G 2t' non-concurrent with other live loads. cAtp ,��-!_�,_ ,e. it 5)Provide adequate drainage to prevent water ponding. `=Pi ,„`••', ` �, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 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)A plate rating reduction of 20%has been applied for the green lumber members. �+� 51398 w� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 lb uplift at joint 7 and 368 lb uplift at 014, •G/STER� joint 2. .'�StCS 10)"Fix heels only”Member end fixity model was used in the analysis and design of this truss. ONAL�- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 14,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.I W03/2015 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,not11111 a truss system.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/7PM 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 PLH-2544 Sage C K2849087 B1700285 A04 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:02 2017 Page 2 ID:tlt6JzAhGKLeTtoC85kslUzlUfJ-RIYKBJ_eVKG4Z_XwBTOxgnLp3KCuwgbBAW6RAZzIU1 B NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)372 lb down and 296 lb up at 11-11-9,and 223 lb down and 145 lb up at 14-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-7=-64,2-7=-20 Concentrated Loads(Ib) Vert:16=-273 17=-158 ®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 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 PLH-2544 Sage C B1700285 A05 Common 1 1 K2849088 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:03 2017 Page 1 ID:tIt21-0-0 KLeTtoC85ksIUzlUfJ-wU6i0f?G-10-6 571BvAD_tyJX2fLKKPAr i?zIU1A 11-0 0 i 70-0 7-0 0 210-0 27-1-6 7-0-0 6-10-6 4x4 = Scale=1:56.2 Special 4 22 12 13 7.00 112 11 14 2x4 \\ 2x4// W 3 5 m c' 15 �w}, 10 2 o 41 1 KV u . WO. 1'n 3x6 = 9 8 16 17 7 % o 4x6 = 3x4 = 3x6 3x4= I 9-4-0I 18-8-0 I 26-3-4 127-10-6 1 9-4-0 9-4-0 7-7-4 1-7-2 Plate Offsets(X,Y)— [2:0-6-0,0-0-7].[4:0-2-0.0-1-12],[6:0-0-0.0-0-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.78 VertLL -0.28 7-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.47 7-9 >695 180 BCLDL 0.0 7.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:123 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and r'. .. be installed during truss erection,in a... t .- . - s Installation guide. --) G[ V.E cr/ REACTIONS. Ma/x Horz 6=1194/0-5-8 11)2=1276/0-5-8 SCD (GN �,4 �J* 246(LCMax Uplift6=-261(LC 13),2=-300(LC 12) 8920QPE 91, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1900/404,3-10=-1721/425,3-11=-1701/439,11-12=-1569/444,4-12=-1561/453, 4-13=-1554/459,13-14=-1562/449,5-14=-1693/439,5-15=-1712/430,6-15=-1889/413 Ct BOT CHORD 2-9=-427/1622,8-9=-137/1025,8-16=-137/1025,16-17=-137/1025,7-17=-137/1025, OREGON �tV 6-7=-278/1552 WEBS 3-9=-482/354,4-9=-227/783,4-7=-228/771,5-7=-478/352 /O '9}' 14,ZOO �-{` NOTES- /11 -R R I uv- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)17-0-0 to 24-7-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for EXPI RES: 12/31/2017 oLmO = tL=1.60 2)TCLL:reactiASCEnsshown;7-10;uPf=ber25.0DpsfL(flat1.60 roof plasnowegrip);CategoryDOII;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. „ R-RILL 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 �v F WASj�r i) fit between the bottom chord and any other members,with BCDL=10.0psf. C1, fJ� 7)A plate rating reduction of 20%has been applied for the green lumber members. opt hO Cts 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 261 lb uplift at joint 6 and 300 lb uplift at ` u � joint 2. � 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 137 lb up at < r 14-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. �� , $)39g � 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O�� Grs l Eg� LOAD CASE(S) Standard s`sI�NALEG Continued on page 2 February 14,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. WIN I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 , ITok is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'YI fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPN Quality Criteria,DSB-89 and BCSI Buildin Com Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g Po^8^t 250 bug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849088 B1700285 A05 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:03 2017 Page 2 I D:tit6JzAhGKLeTtoC85ksl UzIUfJ-wU6i0f?GGe0x88571BvAD_tyJX2fLKKPAr_i?zIU1 A LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,2-6=-20 Concentrated Loads(Ib) Vert:4=-89(F) 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Iliii 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 MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 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 PLH-2544 Sage C 61700285 A06 Common 2 1 K2849089 Fgro-Build Beaverton Truss, Beaverton,OR 97005 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:03 2017 Page 1 1 0 0 ID:tlt6JzAhGKLeTtoC85ksl UzIUfJ-wU6iOf?GGeOXB8571BvAD_tymjX?fLGKPAr_i?zIU 1 A 7-0-0 ri-0'0 7-0-0 14-0-0 7 0 0 7-0 0 28-0-0 29-0-0I 7-0-0 1-0-0 4x4 = Scale=1:56.9 4 "ra 14 000„ 15 7.00 112 13 16 2x4 \\ 4x4 3 5 j1 12 17 2 ITIv1 C •\. I- 3x6= 11 10 18 19 9 3x6\� o 4x6 = 3x4= 8 3x4 = 3x4 9-4-0 18-8-0 26-3-4 28-0-0 9-4-0 9-4-0 0- 7 Plate Offsets(X,Y)-- [2:0-6-0.0-0-7],[4:0-2-0.0-1-12].16:0-2-3,0-1-8j 7-7-4 °--71 s-o LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.27 9-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.50 9-11 >634 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code IBC2015/TPf2014 (Matrix) Weight:134 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, • 6-0-0 oc bracing:6-8. WEBS 1 Row atmidpt 5-8 AFD PRQFF MiTek recommends that Stabilizers. t1 z- •/p be installed during truss erection,' >. .a with Stabiliz-. REACTIONS. (lb/size) 2=1175/0-5-8,8=1301/0-5-8 Installation guide. 4.4./MaxHorz2=-251(LC10) 89200PE Max Uplift2=-275(LC 12),8=-296(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. InQ TOP CHORD 2-12=-1709/355,3-12=-1531/377,3-13=-1511/390,13-14=-1406/396,4-14=-1400/405, '37G OREGON ,C! 4-15=-1258/367,15-16=-1263/357,5-16=-1368/351 BOT CHORD 2-11=-376/1544,10-11=-84/922,10-18=-84/922,18-19=-84/922,9-19=-84/922, Q 1' 14 2� Q+ 8-9=-162/1189,6-8=-162/310 WEBS 3-11=-496/353,4-11=-226/792,4-9=-178/563,5-9=-316/310,5-8=-1606/557 vJ�R R 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 EXPIRES: 12/31/2017 (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)17-0-0 to 26-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �FRRIj L B non-concurrent with other live loads. .4Qr" W � sv 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Asv 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 ' -- Ci al fit between the bottom chord and any other members,with BCDL=10.Opsf. (� O 7)A plate rating reduction of 20%has been applied for the green lumber members. _ •r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 275 lb uplift at joint 2 and 296 lb uplift at joint 8. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. •P $1398 �4GISTERw � s1ONALti�G February 14,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �� I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing {� is always required for stability and to prevent collapse with possible personal injury end properly damage. For general guidance regarding the Mak' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P o bug Circle92 Corona,C.°.92880 Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849090 B1700285 A07 Common 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:04 2017 Page 1 ID:tIt6JzAhGKLeTtoC85ksl UzIUfJ-Ogg4c?Ou 1 yWoplgJJuQPICQ817tNOobUegbYFRzl U19 11-0-01 7-0-0 i 14-0-0 I 21-0-0 1 27-10-6 I 1-0-0 7-0-0 7-0-0 7-0-0 6-10-6 Scale=1:56.2 4x4 = 4 12 12 13 7.00 1 12 11 14 2x4 \\ 2x4// 5 3 W m 15 \ : 10 6 .4111hih m 2 I,n NU Yo 9 8 16 17 7 3x6 = 3x6 = 4x6= 3x4 = 3x4= 18-8-0 26-3-4 127-10-6 1 9-4-09-0 0 9-4-0 i 7-7-4 1-7-2 Plate Offsets(X.Y)-- [2:0-6-0.0-0-7).[4:0-2-0.0-1-12).[6:0-0-0.0-0-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.28 7-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.47 7-9 >696 180 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.06 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix) Weight:123 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and r •®'o i p$A installeduideg truss erection,in ate•,• �01-v- . OF s/^� Installation guide. `� C R 4' REACTIONS. (lb/size) 6=1149/0-5-8,2=1231/0-5-8 Max Harz 2=246(LC 9) 89200 P E r Max Uplift6=-243(LC 13),2=-283(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1815/374,3-10=-1636/400,3-11=-1616/414,11-12=-1497/418,4-12=-1491/428, 4-13=-1484/436,13-14=-1490/426,5-14=-1609/412,5-15=-1627/407,6-15=-1805/390 fl 0r"r_. N �<CC BOT CHORD 2-9=-399/1615,8-9=-108/998,8-16=-108!998,16-17=-108/998,7-17=-108/998, 6-7=-259/1480 L<O 'IV 14,2C)�Q} WEBS 3-9=-484/353,4-9=-226/782,4-7=-227/769,5-7=-481/351 FR R It-\-- NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)17-0-0 EXPIRES;_ 12/31/7017 to 24-7-10 zone;cantilever left and right exposed;end vertical left and nght exposed;C-C fur members-and-forces&MWFRSfor --_ reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs RRILj 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. �l w� 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will J pF >, fit between the bottom chord and any other members,with BCDL=10.0psf. /'__ 7 )A plate rating reduction of 20%has been applied for the green lumber members. ,f, `- C�O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 243 lb uplift at joint 6 and 283 lb uplift at '',".W,.."- joint 2. ar 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �., 4 ,� 51398 "V �c 'GISTS. �SSIONALV*G February 14,2017 f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. MN Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for 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 MiTek building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 0 Klug CirCirclefabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUIPII Quality Criteria,DSB-89 and SCSI Building Component 25 25 C 92880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply PLH-2544 Sage C 81700285 A08 COMMON 1 1 K2849091 Pro-Build Beaverton Truss, Beaverton,OR 97005 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:05 2017 Page 1 1-0-0ID:tIt6JzAhGKLeTtoC85kslUzlUfJ-ssESpL1 WoFefQSFVscxelPyGcXDo7FrdsUK5ntzIU18 7-0-0 r1-0-0 i 7-0-0 1400 210-0 27-10--6 7-0-0 6-106 4x4 = Scale=1:56.2 4 is 12 13 7.00 12 11 liiiiiiihk..14 2x4 \\ 2x4// 35 m 10 2 6 T1 , • 3x6 9 8 16 17 7 oo 4x6 = 3x4 = 3x6 = 3x4= 9-4-0 18-8-0 26-3-4 127-10-6 Plate Offsets(X.1')-- [2:0-6-0.0-0-7].[4:0-2-0.0-1-12].[6:0-0-0,0-0-1] 9-4-0 7-7-4 1-7-2 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in floc) l/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.28 7-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.47 7-9 >696 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight 123 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and r-- •:a.toR �. be installed during truss erection,in a...*+!�:- _- s REACTIONS. (Ib/size) 6=1149/0-5-8,2=1231/0-5-8 Installation.uide. ` V _ cS'/- Max Horz 2=246(LC 11) �C? Max Uplift6=-243(LC 13),2=-283(LC 12) 892QQPE Tl FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1815/374,3-10=-1636/400,3-11=-1616/414,11-12=-1497/418,4-12=-1491/428, 4-13=-1484/436,13-14=-1490/426,5-14=-1608/412,5-15=-1627/407,6-15=-1805/390 BOT CHORD 2-9=-399/1615,8-9=-108/998,8-16=-108/998,16-17=-108/998,7-17=-108/998, OREGON �� 47 6-7=-259/1480 40 WEBS 3-9=-484/353,4-9=-226/782,4-7=-227/769,5-7=-481/351 /O 9y 4 2-°\ 4 NOTES- iii -iiR I L\.- s ‘).'.1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)17-0-0 to 24-7-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for EXPIRES: 12/31/2017 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c, B 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 ...IN.' WAS fit between the bottom chord and any other members,with BCDL=10.0psf. • 7)A plate rating reduction of 20%has been applied for the green lumber members. G� l'768)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 243 lb uplift at joint 6 and 283 lb uplift at t ., . .A joint 2. t : O 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ' �Q 4, 51398 4, GISTEg � SSjONAL VBG February 14,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NMMI t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent is always required for stability and to prevent with possible personal Injuryand bracing � M�®k' fabrication,storage,delivery,erection and bracing of trusses and truss systems, propertydamage. For ty Criteria,ia,DSB-89regarding the Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,riVA 223 Quality Idy and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849092 B1700285 A09 California 1 1 Job Reference(optional) i- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:06 2017 Page 1 ID:tIt6JzAhGKLeTtoC85kslUzIUfJ-K3og1h18ZZmV 2cghQJStgdW3xZpseam584eJKzIU17 1-1-0-01 5-8-7 I 11-5-8 11101115 16-1-1 16-618 22-2-12 I27-10-6 1 1-0-0 5-8-7 5-9-1 0-527 4-2-2 0-5-7 5-8-4 5-7-10 Scale=1:50.8 6x8% 5x6 4 6 � 17 ow. � 18 • 7.0012 19 3x4 3x4 i 15 6 e 3 \i 20 on r • 14 21 13 7 2 —= — IZt o /I �� 12 1110 9 8 3x10 = 4x8= 3x6 = 3x8= 2x4 2x4 II 3x4 = 27-10-6 5-8-7 i 11-5 i 61-0 I6I 25-8-4 5-7-10 5-8-7 5-9-11 Plate Offsets(X,Y1-- [2:0-0-0.0-0-41.[3:0-1-12,0-1-81.[4:0-4-0.0-2-01.[5:0-2-4,0-2-81.[6:0-1-12.0-1-81.[7:0-10-0,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.13 11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.24 11-12 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.58 Horz(CT) 0.11 7 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix) Weight:143 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins,except 4-5:2x6 DF No.2 2-0-0 oc purlins(4-11-0 max.):4-5. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bra ' Eo P R�F WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-9 <!-Q` F`v MiTek recommends that Stabilizers • efp�iNaE1S /o be installed during truss erection,' • •a >-with Stabiliz- Installation nide. �` 89200PE �c REACTIONS. (lb/size) 7=1348/0-3-14,2=1469/0-5-8 Max Horz 2=201(LC 51) Max Uplift7=-339(LC 13),2=-368(LC 12) Max Grav7=1899(LC 31),2=2090(LC 31) Q Cr OREGON 1.0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-3267/562,13-14=-2971/576,3-14=-2964/579,3-15=-2490/531,4-15=-2288/550, L/� 1 14 2��Q�" 4-16=-1917/507,16-17=-1917/507,5-17=-1917/507,5-18=-2114/526,18-19=-2206/519, �R1'1_ `� 6-19=-2406/507,6-20=-2879/570,20-21=-2998/559,7-21=-3184/556 BOT CHORD 2-12=-518/2661,11-12=-518/2661,10-11=-300/1990,9-10=-300/1990,8-9=-409/2584, 7-8=-409/2584 WEBS 3-11=-768/274,4-11=-73/495,4-9=-301/182,5-9_79/598,6-9=-764/277 EXPIRES._ 12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-4-6,Exterior(2)7-4-6 to 20-7-10,Interior(1)20-7-10 to 24-8-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for cFRRrLL e reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 c�0, , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 1y Ori WAS `7 3)Unbalanced snow loads have been considered for this design. 0,7_,.....::;.7 i G, 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �� j, L, non-concurrent with other live loads. 0' r ' 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Noir 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -i t fit between the bottom chord and any other members. A 51398 �� 8)A plate rating reduction of 20%has been applied for the green lumber members. •IP 4, 51 tSg� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 lb uplift at joint 7 and 368 lb uplift at r�� joint 2. SS7�NAL,� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 14,2017 Continued on page 2 r MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-8250 Klug and BCSI Building Component Coronugrce CA Ci92880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply PLH-2544 Sage C B1700285 A09 California 1 1 K2849092 Oro-Build Beaverton Truss, Beaverton,OR 97005 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:06 2017 Page 2 NOTES- ID:tlt6JzAhGKLeTtoC85ksl Uz1UfJ-K3oq 1 h 18ZZm W2cghQJStgdVV3,Zpseam584eJKzlU 17 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)372 lb down and 296 lb up at 11-11-9,and 223 lb down and 145 lb up at 14-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-7=-64,2-7=-20 Concentrated Loads(Ib) Vert:16=-273 17=-158 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. wilt I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and pamutxrd bracing y� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MI lek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Quality Criteria,DSB-89 and SCSI Building Component 250Cor na, Circle92 Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849093 B1700285 A10 ROOF SPECIAL 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 .6401s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:07 2017 Page 1 ID:tlt6Jz.AhGKLeTtoC85ksl UZIUfJ-OFMDE02nKtuMglPu_1 z6Ng2bcLuhb?XWKopCrmzIU16 1 0 0 3-8-7 7-5-8 9-10-15 14-1-14 20-10-4 1 27-10-6 I i1-0-0 3-8-7 3-9-1 i 2-5-7 4-2-15 6-8-6 7-0-2 Scale=1:50.1 5 5x6 4x6= 3x6 3x4= 7.00 12 4 I' 157 I`� 3x6 — ti I� g 1<7 21 22 F] 3 7 24 0 20 2x4 w q 3 t* I V o 19 �} Yp� *1 2 Mi - V 11 o �� 15 14 13 12 5x8 = 3x4 = 5x6= 3x8 = 3x8= 17-6-1 27-10-6 I 7-5-8 7-5-8 10-0-9 10-4-5 Plate Offsets(X.Y)-- [2:0-8-0.0-0-11].[8:0-2-8.0-1-8].[9:0-2-12.0-1-1],[12:0-2-12.0-2-12].[13:0-1-12.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.17 13-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.51 12-13 >652 180 TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.11 12 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:151 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 1-5:2x4 DF No.1&Btr G 2-0-0 oc purlins(4-0-12 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEBS 1 Row at midpt 8-12 e-y PR OFFs9, MiTek recommends that Stabilizers- &v. .�} �� /p'T✓ be installed during truss erection,' • .a with Stabiliz- Installationguide. 4 89200PE �f REACTIONS. (lb/size) 12=1225/0-3-14,2=1336/0-5-8 Max Horz 2=255(LC 9) Max Uplift12=-378(LC 9),2=-258(LC 12) Max Gray 12=1947(LC 27),2=1765(LC 28) Q FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �_ OREGON D' cid A. TOP CHORD 2-19=-2745/761,3-19=-2705/771,3-20=-2762/773,4-20=-2711/780,4-21=-2415/933, GHQ �qt'' 14,24� P4_ 21-22=-2415/932,6-22=-2422/932,6-23=-2827/741,7-23=-2827/741,7-8=-2827/741, '✓,��R 1`�Qj 9-12=-388/124 BOT CHORD 2-15=-785/2310,14-15=-800/3162,13-14=-800/3162,12-13=-524/2327 WEBS 3-15=-291/170,4-15=-33/594,6-15=-888/321,6-13=-547/356,8-13=-194/814, 8-17=-2693/647 _ EXPIRF$: 12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-8-0,Exterior(2)5-8-0 to 9-10-15,Interior(1)11-8-7 to 24-10-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for c�RRILL e reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ll„ q' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryIl;Exp B;Fully Exp.;Ct=1.1 J� ,�WAS `t� 3)Unbalanced snow loads have been considered for this design. tt 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / y0,11,..---;•J0P 10 non-concurrent with other live loads. '�4 . 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. 4,4. ,, 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will / r fit between the bottom chord and any other members. A 51398 whk 8)A plate rating reduction of 20%has been applied for the green lumber members. �S� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 378 lb uplift at joint 12 and 258 lb uplift at A1C•';,�v0ISTER�G joint 2. SSIONALti� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and' "gypsum sheetrock be applied directly to the bottom chord. 11 Cra hicel urli representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 14,2 17 Continued on Oageg2 MEW A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 250 Klug Circle fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 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 PLH-2544 Sage C K2849093 B1700285 A10 ROOF SPECIAL 1 1 Job Reference(optional) PPo-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:07 2017 Page 2 I D:tlt6JzAhGKLeTtoC85ksl UzlUfJ-oFM DE02nKtuMglPu_1 z6Ng2bcLuhb?XwKopCrmzJU16 ®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 Mff lek° is always required for stability and to prevent coNapse 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 Rug 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 PLH-2544 Sage C K2849094 B1700285 All ROOF SPECIAL 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:08 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UzlUfJ-GRwbSM3P5A0Dly_4YkULw2ar?kDGKVL3YSZlOCzlU 15 -1-0-0 3-8-7 17-5-8 7-10-15 14-1-14 I 20-10-4 127-10-6 I 1-0-0 3-8-7 3-9-1 05- 6-2-15 6-8-6 7-0-2 Scale=1:52.1 5x6— 5x12 MT18H 3x4 = 4x6 3x8= 4 .0 21 �2 23 1542 5 25 26� 27:517 gR 30 jA1 49 7.00 12 n r !s I° 2x4 IA m 19 e4 o 18 2 �II qI' I1 , 3 ° I O b Il � - ° o /8 13 12 QS 10 14 11 3x8 = 5x10 WB = 3x4= 5x12 MT18H= 3x8= 7-5-8 17-6-1 I27-10-6 I 7-5-8 10-0-9 10-4-5 Plate Offsets(X.Y)-- [2:0-8-0.0-0-151.17:0-3-0,0-1-81.111:0-5-8.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.21 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.56 12-14 >595 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.14 11 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix-S) Weight:150 lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 1-4:2x4 DF No.1&Btr G 2-0-0 oc purlins(3-9-3 max.):4-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. E� PROF WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-14 �Q' Fs 8-11:2x4 DF No.1&Btr G 2 Rows at 1/3 pts 7-11 C� ll NG,]N Ec ('/p OTHERS 2x4 DF Std G MiTek recommends that Stabilizer- qul d cross bract be installed during truss erection I:•-•••rdancitLLJl Ut -7 Installation guide. REACTIONS. (lb/size) 11=2444/0-3-14,2=1809/0-5-8 Max Horz 2=197(LC 11) Max Uplift11=-825(LC 9),2=-566(LC 12) Max Gray 11=2493(LC 27),2=2179(LC 28) InOREGON iii � tx FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 71-- 4,�xi}. ]4 2ON -1`-. TOP CHORD 2-18=-3480/957,18-19=-3360/964,3-19=-3319/969,3-4=-3115/910,4-20=-2626/835, �II �Q` 20-21=-2630/836,21-22=-2631/836,22-23=-2632/836, 'V,23-24=-2632/836,5-24=-2635/837, R R 10-- 5-25=-3365/1090, L--5-25=-3365/1090,6-25=-3365/1090,6-26=-3365/1090,26-27=-3365/1090, 7-27=-3365/1090,8-11=-565/243 BOT CHORD 2-14=-868/2902,13-14=1160/3578,12-13=1160/3578,11-12=1047/2992 WEBS 3-14=-428/245,4-14=-186/927,5-14=-1302/528,5-12=-368/265,7-12=-16/632, EXPIRES!,---1-71311-2-0-1-7 7-11=-3450/1194 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-2-9,Exterior(2)3-2-9 to 7-5-8,Interior(1)11-8-7 to rF j[L ,, 24-10-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions 1��"WAS q shown;Lumber DOL=1.60 plate grip DOL=1.60 sv `7h� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �' , "P 3)Unbalanced snow loads have been considered for this design. 9itc1;:.;,4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 44 non-concurrent with other live loads. 'I 5)Provide adequate drainage to prevent water ponding. , �ite,r 6)All plates are MT20 plates unless otherwise indicated. 44, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �0 ��51398 zsy 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 ♦ GISTEW e fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. sSrONALVi-T4G 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 825 lb uplift at joint 11 and 566 lb uplift at Continued on page 2 February 14,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bradng 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 PLH-2544 Sage C K2849094 B1700285 All ROOF SPECIAL 1 1 Job Reference(optional) Oro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:08 2017 Page 2 ID:tIt6JzAhGKLeTtoC85kslUzIUfJ-GRwbSM3P5AOD1v 4YkULw2ar?kDGKVL3YSZIOCzlU15 NOTES- 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'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. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)231 lb down and 284 lb up at 7-11-9,138 lb down and 105 lb up at 10-0-12 188 lb down and 148 lb up at 12-0-12,180 lb down and 153 lb up at 14-0-0,188 lb down and 148 lb up at 15-11-4,352 lb down and 228 lb up at 17-11-4,352 lb down and 228 lb up at 19-11-4,352 lb down and 228 lb up at 21-11-4,and 352 lb down and 228 lb up at 23-11-4,and 352 lb down and 228 lb up at 25-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-8=-64,8-9=-64,10-15=-20 Concentrated Loads(Ib) Vert:5=-95 20=-167 21=-52 24=-118 25=-118 26=-260 27=-260 28=-260 29=-260 31=-260 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IIpTEK REFERENCE PAGE MII-7473 rev.10/07/2015 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 141 k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, IR rication,storage,delivery,erection and bracing of trusses and truss systems,see ANSPN 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 PLH-2544 Sage C K2849095 B1700285 Al2 Roof Special Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:10 2017 Page 1 ID:tIt6JzAhGKLeTtoC85ksIUzlUfJ-Dq1 Ls25fdoGxXD8Tf9Xp?Tg9VYrUoNhM0m2sS5zIU13 I-1-0-0I 5-5-8 5-10-15 10-11-12 I16-6-1 I22-04 I 27-10-6 I 1-0-0 5-5-8 0-5-7 5-0-13 5-6-5 5-6-3 5-10-2 Scale=1:50.4 7x14 MT18H= 3x4= 8x8 = 4x8= 2x4 I I 7.00 12 3 6 X1718 X19 4 X20 X21 �2 5 3 �'4 I�6 X256 6a8 141 w :1c • r� 2 ti y;[1 :% nn nn nn nn nn �' 'Li nn nn nn nn `nn nn nn p� o ►- 27 28 15 29 30 31 14 13 32 33 12 34 35 11 36 37 10 9 3x10 i LUS24 LUS24 LUS24 LUS24LUS24 — LUS24 LUS24 — LUS24 LUS24 2x4 I I 5x12 MT18H= 3x4 — 3x6 — 6x8= LUS24 4x6=LUS24 LUS24 LUS24 I 5-5-8 I10-11-12 I 16-6-1 I 22-0-4 27-10-6 I 5-5-8 5-6-4 5-6-5 5-6-3 5-10-2 Plate Offsets(X.Y)-- [2:0-2-3.0-1-8].[3:0-11-4,0-2-6].[5:0-4-0.0-4-8],[6:0-3-9,0-2-0].[10:0-4-0.0-4-4],[11:0-2-12,0-1-8],[14:0-2-4.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.23 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.51 12-14 >638 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.14 10 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix) Weight:168 lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, except 1-3:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-10-9 max.):3-= BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bra ..fid PROF WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-11,6-10 - Ft MiTek recommends that Stabilizers. : -• i e Di rtlt s/Q be installed during truss erection, • •a --with Stabiliz- 1y Installation guide. Q 89200 P E 9c' REACTIONS. (lb/size) 10=1922/0-3-14,2=2136/0-5-8 Max Horz 2=146(LC 9) Max Upliftl0=-850(LC 7),2=-869(LC 10) Max Gray 10=2269(LC 25),2=2424(LC 26) Cr FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -yL- ,_OOREGON b, 14// TOP CHORD 2-3=-3996/1580,3-16=-4997/2129,16-17=-4997/2129,17-18=-4997/2129, O '‘4' ' 14 2,°N -�,. 18-19=-4997/2129,4-19=-4997/2129,4-20=-4971/2030,20-21=-4971/2030, 21-22=-4971/2030,5-22=-4971/2030,5-23=-3398/1342,23-24=-3398/1342, MFR R I LL �Q 6-24=-3398/1342,7-10=-315/171 BOT CHORD 2-27=-1387/3311,27-28=-1387/3311,15-28=-1387/3311,15-29=-1393/3296, 29-30=-1393/3296,30-31=-1393/3296,14-31=-1393/3296,13-14=-2110/4998, 13-32=-2110/4998,32-33=-2110/4998,12-33=-2110/4998,12-34=-2015!4986, EXPIRES: 1-2/0112017 34-35=-2015/4986,11-35=-2015/4986,11-36=-1331/3401,36-37=-1331/3401, 10-37=-1331/3401 WEBS 3-15=0/455,3-14=-884/2163,4-14=-865/568,4-12=-283/148,5-12=0/424, 5-11=-1823/794,6-11=-242/1127,6-10=-3874/1496 NOTES- RRISL e 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;MWFRS47 o:00;:::::41:::". � Nj� j (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Gl+�: 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �`'. O 3)Unbalanced snow loads have been considered for this design. Op ��% 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ai 5)Provide adequate drainage to prevent water ponding. tet+ '/ 6)All plates are MT20 plates unless otherwise indicated. 160 $�51398 e,ty 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rC•c.74,,, GIS I ER 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 SSIQNAL� G fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 February 14,2017 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEB REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. fat 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 PLH-2544 Sage C B1700285 Al2 K2849095 Roof Special Girder 1 1 Job Reference(optional) Oro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:10 2017 Page 2 ID:tlt6JzAhGKLeTtoC85kslUzlUfJ-Dq1 Ls25fdoGxXD8TI9Xp?Tg9VYrUoNhM0m2sS5z1U13 NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 850 lb uplift at joint 10 and 869 lb uplift at joint 2. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 25-11-4 to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)395 lb down and 397 lb up at 5-11-9,224 lb down and 184 lb up at 8-0-12, 224 lb down and 189 lb up at 10-0-12,224 lb down and 190 lb up at 12-0-12,225 lb down and 191 lb up at 14-0-0,224 lb down and 190 lb up at 15-11-4,185 lb down and 156 lb up at 17-11-4,185 lb down and 156 lb up at 19-11-4,185 lb down and 156 lb up at 21-11-4,and 185 lb down and 156 lb up at 23-11-4,and 185 lb down and 156 lb up at 25-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-7=-64,7-8=-64,2-9=-20 Concentrated Loads(Ib) Vert:13=-37(B)11=-37(B)6=-44 16=-324 17=-158 19=-133 20=-114 21=-114 22=-114 23=-44 24=-44 25=-44 26=-44 27=-37(B)28=-37(B)29=-37(B)30=-37(B) 31=-37(B)32=-37(B)33=-37(B)34=-37(B)35=-37(B)36=-37(B)37=-37(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. AIM I= Design valid for use only with Muck®connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and 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 F fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSgfpl1 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 PLH-2544 Sage C K2849096 B1700285 B01 Common Supported Gable 1 1 Job Reference(optional) f_ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:11 2017 Page 1 ID:tIt6JzAhGKLeTtoC85ksl Uz1UfJ-hObj405HN50o9NjfDs22XgCUyyOSX t cVFQnP?XzIU12 I 10-2-12 I 20-5-8 121-5-81-0-0 21 -081 10-2-12 4x4= Scale=1:41.0 6 Sheet Front Full Sheathing "Wit. SHEATHING SHOWN IS NOT 1 Ply. 5 � PART OF COMPONENT DESIGN 7.00 12K r 24 23 g iilli r �� 9 3 4 VIII III III III lw,I��I li• 10 2 IP 11 1 VIII � .w ‘,914 A : PA A.A 3x4= 3x4 = 22 21 20 19 18 17 16 15 14 13 3x6= I 20-5-8 I 20-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 12 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 12 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 11 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:102 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and requi be installed during truss erection,in acco p .tthR Installation guide. �\��``CC�"`N. GINE. •• 4-1 REACTIONS. All bearings 20-5-8. (Ib)- Max Hors 1=-183(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,18,20,21,22,16,15,14,13,11 gg�QOP E '9t' Max Gray All reactions 250 lb or less atjoint(s)1,17,18,20,21,22,16,15,14,13,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- OOREGON ��Q 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 7L- (envelope)automatic zone and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 7-2-12,Corner(3)7-2-12 to 10-2-12,Exterior(2) /O q}� )4 20' -1- 13-2-12 to 18-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS /-0 ,, for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 MF/�RLA- 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 EX�l3ES:_ ___j3 jf2Il17 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. vs,V,RRILL 6 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� O �TAS�tr, i) 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 W fit between the bottom chord and any other members. .J� -it r,. C� 11)A plate rating reduction of 20%has been applied for the green lumber members. /'"" --1r 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,18,20,21,22,16, , * , W.,t '1 15,14,13,11. ;i ;. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. dcr -o .4,51398 �Cwz ,4, ASTER - ' sSIONAL V:4C5 February 14,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. INK 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/7PM 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 PLH-2544 Sage C i K2849097 B1700285 CO1 Common Supported Gable 1 1 Job Reference(optional) pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:12 2017 Page 1 ID:tlt6JzAhGKLeTtoC85ksIUzlUfJ-9D96Hk6v8PWfmXlrnaZH4ulfiMkeGVUfT4XzX zlU11 1 -1-0-0 1 7-0-12 14-1-8 I 1-0-0 7-0-12 7-0-12 Scale=1:29.3 4x4 = 5 SHEATHING SHOWN IS NOT Sheet Front PART OF COMPONENT DESIGN Full Sheathing "tP1 Ply. � Ili�I �..... 6 7.00 112 4 e 14 3 7 ii 8 i2 .rd e • it IY 0 3x4 = 13 12 11 10 9 3x4 = 1 14-1-8 14-1-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 1 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:61 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and requir-• be installed during truss erection,in acco-• -ethu � Installation guide. t REACTIONS. All bearings 14-1-8. CD NGINE. - (lb) �$/a - Max Horz 2=130(LC 9) R 2 Max Uplift All uplift 100 lb or less at joint(s)8,2,12,10 except 13=-112(LC 12),9=-124(LC 13) __44./ 'X__ Max Gray All reactions 250 lb or less at joint(s)8,2,11,12,10 except 13=254(LC 22),9=273(LC 23) 89200PE �r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- Cr 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 7 OREGON Ev (envelope)automatic zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 4-0-12,Corner(3)4-0-12 to 7-0-12,Exterior(2) Lj `� ''sv` '` 10-0-12 to 11-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS 1 4,2� P for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 SFR R 1 - � � 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. EXPIRES: 12/31/2017 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. [fir 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. lYs" q, 10)*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 ,J� o WAS4 `t), fit between the bottom chord and any other members. /�''� �' 11)A plate rating reduction of 20%has been applied for the green lumber members. ' ef.='r; . 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,2,12,10 except ` (jt=lb)13=112,9=124. J 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ��o *5137:1' �.� Grs�SS�NA February 14,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI a truss system.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 ANSITPII 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 PLH-2544 Sage C K2849098 B1700285 DO1 Roof Special Girder 2 1 Job Reference(optional) k- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:13 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UzlUfJ-dPjUV47Xvje WOgs2KH4Wd5li EIv4?maoikG W3QzlU 10 1 -1-0-0 1 5-4-14 5110-15 9-2-0 12-11-2 I 17-0-0 1 1-0-0 5-4-14 0-6-1 3-3-1 3-9-2 4-0-14 Scale=1:31.2 5x12 MT18H= 2x4 II 4x12 = 2x4 H 4.00 12 ____;----1-314 15 16 17 18 7 v ; q 9 21-1 Mill Ill Ilfl 11 El fl fl b ° fl(1 fl(l [1[1 [1(° k 19 2012 21 22 11 23 24 10 25 26 9 3x10 = LUS24 LUS24 2x4 H LUS24 3x10—LUS24 LUS24 2x4 II LUS24 8 5x8= LUS24 LUS24 I 5-4-14 I 9-2-0 I 12-11-2 I 17-0-0 I 5-4-14 3-9-2 3-9-2 4-0-14 Plate Offsets(X.Y)-- [3:0-4-8.0-1-4].[9:0-3-12,0-2-12],[11:0-2-12,0-1-81_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.31 11-12 >633 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.82 Horz(CT) 0.06 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix) Weight:85 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals,and 2-0-0 oc purlins(3-0-13 max.):3- WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bra'•p., o P R 0 MiTek recommends that Stabilizers a • tike: F t.S be installed during truss erection,i .<10-6- . Rl '1=.iljte4 s/p Installation guide. ,C? REACTIONS. (lb/size) 9=1453/Mechanical,2=1320/0-5-8 8920OPE Max Horz 2=90(LC 40) Max Uplift9=-504(LC 10),2=-437(LC 6) Max Gray 9=1473(LC 26),2=1530(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ft TOP CHORD 2-3=-3570/1070,3-13=-3689/1243,13-14=-3689/1243,4-14=-3689/1243, C.374. 4!OREGONNts As<ri 4-15=-3689/1243,15-16=-3689/1243,5-16=-3689/1243 <0 '.(4 )42-C) —} BOT CHORD 2-19=-1011/3318,19-20=-1011/3318,12-20=-1011/3318,12-21=-1020/3297, I �Q 21-22=-1020/3297,11-22=-1020/3297,11-23=-880/2619,23-24=-880/2619, -(i R'L\- 10-24=-880/2619,10-25=-880/2619,25-26=-880/2619,9-26=-880/2619 WEBS 3-12=0/384,3-11=-270/607,4-11=-585/335,5-11=-374/1167,5-10=0/322, 5-9=-2858/963 EXPIRES:,„..12121/21112, NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. -cF.RRILL 8 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �� O�W� q � non-concurrent with other live loads. `i" 5)Provide adequate drainage to prevent water ponding. ,Cw / mss. .. � 6)All plates are MT20 plates unless otherwise indicated. ��r thy/ 4-<:,• . 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G • `fit.. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will / fit between the bottom chord and any other members. . 9)A plate rating reduction of 20%has been applied for the green lumber members. A� 51398 �y� 10)Refer to girder(s)for truss to truss connections. +� 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=504, 04{, .'LISTER 2=437. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �S1QNALti,aG 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 14,2017 1 MUM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111Design valid for use only with MiTekSi 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 ANSIRPl1 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 PLH-2544 Sage C K2849098 81700285 D01 Roof Special Girder 2 1 Job Reference(optional) Aro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:13 2017 Page 2 I D:t116JzAhG KLeTtoC85ksl UzIUfJ-dPjUV47XvjeWOgs2KH4Wd51 iElv4?maoikGW3Qz1U 10 NOTES- 14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 16-0-12 to connect truss(es)to front face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)387 lb down and 309 lb up at 5-11-11,225 lb down and 158 lb up at 8-0-12 ,220 lb down and 164 lb up at 10-0-12,196 lb down and 164 lb up at 12-0-12,and 184 lb down and 165 lb up at 14-0-12,and 186 lb down and 163 lb up at 16-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,6-7=-64,2-8=-20 Concentrated Loads(Ib) Vert:13=-319 14=-159 15=-150 16=-126 17=-114 18=-118 19=-37(F)20=-37(F)21=-37(F)22=-37(F)23=-37(F)24=-37(F)25=-37(F)26=-38(F) AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Miele ekx is always required for stability and to prevent collapse 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/1PM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 x Job Truss Truss Type Qty 'Ply PLH-2544 Sage C K2849099 B1700285 D02 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:14 2017 Page I D:tl t6JzAh G KLeTtoC85ks I Uzl UfJ-5b H siQBAgOm N0q REu?b19Jgw091 JkCXyx004bszl U 1? 1 -1-0-0 1 4-11-1 I7-4-14 7r10-1¢ 12-0-9 I 17-0-0 I 1-0-0 4-11-1 2-5-13 i-6-1 4-1-10 4-11-7 Scale=1:31.2 4x6 % H 3x6= 2x4 4.00112 �c OM 14 �� 5 15 OM 16 �� 17 �� 7 2x4 �� Y 3 , y 12 •,- .4Pq N 11 N MI 11 10 9 3x6 % 8 3x8 = 4x8= I 7-4-14 I17-0-0 I 7-4-14 9-7-2 Plate Offsets(X.Y)— [2:0-3-12,0-1-81.14:0-2-8,0-2-0].[9:0-3-12,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.20 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.61 9-10 >326 180 TCDL 7.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.05 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix) Weight:73 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(4-7-8 max.):4-7. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bra'••. 9 F R QF MiTek recommends that Stabilizers a be installed during truss erection,i -r�6g - .Vbi Ri 'i- el Installation•uide. REACTIONS. (lb/size) 9=1078/Mechanical,2=916/0-5-8 '' 89200 P E v-- MaxMax Horz 2=124(LC 11) Max Uplift9=-379(LC 12),2=-327(LC 8) Max Gray 9=1125(LC 28),2=1180(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. © CC TOP CHORD 2-11=-2379/633,11-12=-2301/636,3-12=-2271/642,3-4=-2000/549,4-13=-1865/543, 'j7L OREGON .0 13-1BOT CHORD 2 10=-615/21/543,67,9---10=-558/6155413 20 �►q 1�]',2°le' WEBS 5-10=-3/433,5-9=-1733/633,3-10=-338/219 � R R I LA- 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 EX IRE& 1 9l11/9(i� (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-C,Interior(1)2-0-0 to 3-3-12,Exterior(2)3-3-12 to 7-6-11,Intenor(1)12-u-9 - to 14-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs l�_cs"F.RRj1,L g non-concurrent with other live loads. S A 5)Provide adequate drainage to prevent water ponding. ., 0-v ,144, >, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �, /ty 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 ��0.• •�_ fit between the bottom chord and any other members. Qa• 8)A plate rating reduction of 20%has been applied for the green lumber members. `-/ 9)Refer to girder(s)for truss to truss connections. -- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=379, A 2=327. �a ,��51398 w� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. rC''.1P:1 GISTER �S� 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. S 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)199 lb down and 250 lb up at SIONALti� 7-11-11,106 lb down and 120 lb up at 10-0-12,195 lb down and 171 lb up at 12-0-12,and 188 lb down and 177 lb up at 14-0-12,and 160 lb down and 169 lb up at 16-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. February14,20 7 Continued on page ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10103/2015 BEFORE USE. telii" 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 braang 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 ANSITTPI1 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 PLH-2544 Sage C K2849099 61700285 D02 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:4814 2017 Page 2 I D:tlt6JzAhGKLeTtoC85ksl UzIUfJ-5bHsiQ8AgOmNOgREu?b19JgwO91JkCXyxO04bszIU1? LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-4=-64,4-6=-64,6-7=-64,2-8=-20 Concentrated Loads(Ib) Vert:5=-125 13=-131 14=-40 16=-118 17=-92 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10V07/2015 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 Wok' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPIl 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 PLH-2544 Sage C K2849100 B1700285 D03 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:15 2017 Page 1 ID:tlt6JzAhG KLeTtoC85ksl UzlUfJ-ZorEwm8oRKuEd_OQSi6_iWN20ZdaTfj5921d81zlU 1_ -1-0-0 I 4-11-1 I 7-4-14 I 9-10-15 12-0-9 I 17-0-0 I 1-0-0 4-11-1 2-5-13 25-1 2-1-10 4-11-7 Scale=1:31.0 5 4x4% 2x4 4.00 112 4 3x6— IX 1X1 tl 1114 1 2x4 14 15 INE 16 17 09 • 3 13 I- v N 12 N 2 fr ,16.. a I 1 a 11 10 3x6 3x8- 4x8—9 I 74-14 17-0-0 I 7-4-14 9-7-2 Plate Offsets(X,Y)-- [2:0-3-12,0-1-8],[10:0-3-12.0-2-8].[11:0-1-11.0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.20 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.60 10-11 >327 180 TCDL 7.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.04 10 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:76 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(4-2-10 max.):4-: WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 7-3-9 oc bra •cc.21. 0 PROF MiTek recommends that Stabilizers a . ttylr8: -- s be installed during truss erection,i - �• , r1i9 '7:•;1 4:24 s/p� Installation guide. REACTIONS. (lb/size) 10=793/Mechanical,2=845/0-5-8 Q� 89200 PE "Y.... Max Horz 2=167(LC 9) Max Upliftl0=-251(LC 9),2=-291(LC 8) Max Gray 10=1100(LC 27),2=1202(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-2406/758,12-13=-2322/762,3-13=-2265/764,3-14=-2170/916,4-14=-2100/921, yL OREGON �C!✓ 4-15=-2087/1127,6-15=-2087/1127 /-6 Q�. �� BOT CHORD 2-11=-822/2187,10-11=-685/1547 O 14,2 �Q,�` WEBS 4-11=-159/412,6-11=-391/915,6-10=-1740/824 M'FRRII_L NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)- 10-0 to 2-O-U,Intenor 1 2-U-U to 5-8-U,Exterior 5-8-0 to 9-10-15,Interior 1 12-0-9 € a ! -: 1 .7 to 14-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs OtRILL 9 non-concurrent with other live loads. W q 5)Provide adequate drainage to prevent water ponding. ,4QF ?>, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G,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 Op,/ •fit between the bottom chord and any other members. .. A 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) rq 10=251,2=291. +�Q ��5134GNAL 8�8 <q 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �+� Gl3TE� 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. S CS SI February 14,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849101 B1700285 D04 ROOF SPECIAL 2 1 Job Reference(optional) 15ro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:16 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UzIUfJ-1_Pc759QCe05F8bc0QeDEkwE3z0YC9sFOi VAflzIUoz 1 -1-0-0 1 5-6-6 1 11-4-14 11-10-15 17-0-0 I 1-0-0 5-6-6 5-10-8 0-6-1 5-1-1 Scale=1:31.5 5x12 = 5x12 MT18H II �/ 18 *� 19 5 6 4.00112 16 15 3x4% 4 3 a �� q v 14 2 E ci 10 9 8 2x4 II 3x4 = 7 3x6= 5x6= I 5-6-6 I 11-4-14 I 17-0-0 I 5-6-6 5-10-8 5-7-2 Plate Offsets(X.Y)-- [2:0-0-8.Edge],[4:0-5-0.0-1-4].[8:0-1-12.0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.10 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.20 9-10 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:78 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied. D PROF 5-8:2x4 DF No.1&Btr G WEBS 1 Row at midpt 4-8 �Q�� F MiTek recommends that Stabilizers. : - lost tis/ , be installed during truss erection,' y .a -with Stabiliizz- '7✓ Installation guide. 'p<„ REACTIONS. (lb/size) 2=917/0-5-8,8=1325/Mechanical • 89200P Max Horz 2=190(LC 11) Max Uplift2=-305(LC 8),8=-455(LC 12) Max Gray 2=1259(LC 28),8=1454(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -y �7�OREGON\b` tv� TOP CHORD 2-14=-2521/566,3-14=-2381/575,3-15=-1515/414,15-16=-1425/417,4-16=-1425/425, � " / -79 � 5-8=-506/231 1 4,2 Pi- BOT CHORD 2-10=-579/2324,9-10=-579/2324,8-9=-369/1346 /// WEBS 3-9=-1009/305,4-9=-28/420,4-8=-1566/452 ER R � � 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 EXPIRES: 12/31/2017 (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-3-12,Exterior(2)7-3-12 to 11-6-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 001-R14 8q 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ~� O WASFjr `i J non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. t{+ 6)All plates are MT20 plates unless otherwise indicated. r i J>': 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' + -4114. 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 --a_ i fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. A /;< r 10)Refer to girder(s)for truss to truss connections. S[3g$ 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=305,8= �Q.C��GjS R� �lw� 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum �`sI4NAL��G sheetrock be applied directly to the bottom chord. 13)Graphical agegLrepresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued February 14,2 17 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII 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 PLH-2544 Sage C K2849101 B1700285 D04 ROOF SPECIAL 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:16 2017 Page 2 ID:tlt6JzAhGKLeTtoC85ksl UzlUfJ-1_Pc759QCe05F8bc0QeDEkW E3z0YC9sFOiVAflzIUOz NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)443 lb down and 333 lb up at 11-11-11,and 209 lb down and 170 lb up at 14-0-12,and 300 lb down and 208 lb up at 16-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. WAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-6=-64,7-11=-20 Concentrated Loads(Ib) Vert:17=-375 18=-142 19=-233 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 fall a truss system.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 a Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849102 B1700285 D05 Roof Special 2 1 Job Reference(optional) Fero-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:17 2017 Page 1 I D:t1t6JzAhGKLeTtoC85ksl UzlUfJ-VAy?LRA2zx9ytlApZ79SnxSODNLpxcoOdMEkBBzIUOy 1 -1-0-0 I 5-6-6 I 11-4-14 I 13-10-15 I 17-0-0 1-0-0 5-6-6 5-10-8 2-6-1 3-1-1 5 Scale=1:31.0 4x8 \\ 2x4 11 14 40 M MI 6 4.00 12 13 111 15 C7 3x4 3 *rv 1- 'Cr' Q O 4 v 12 2 11 10 9 3x6 2x4 H 3x4= 8 5x6= I 5-6-6 I 11-4-14 I 17-0-0 I 5-6-6 5-10-8 5-7-2 Plate Offsets(X,Y)-- [2:0-3-12.0-1-8],[9:0-1-12.0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.10 11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.18 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 9 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:81 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(10-0-0 maILL..4=7. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-5-14 oc br- D PROF WEBS 1 Row at midpt 4-9 cQ' F t MiTek recommends that Stabilizers . &fie• elt'o,ii\bFa ftn� s/O be installed during truss erection,' • •a with Stabiliz- Installation guide. .0.„ Installation REACTIONS. (Ib/size) 9=830/Mechanical,2=809/0-5-8 89200PE 1-' Max Horz 2=232(LC 9) Max Uplift9=-270(LC 8),2=-265(LC 8) Max Gray 9=1081(LC 28),2=1212(LC 28) CD FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'y OREGON i(/� TOP CHORD 2-12=-2468/427,3-12=-2384/437,3-13=-1405/455,13-14=-1243/457,4-14=-1239/459, �'/ �.9 �'�� 6-9=-309/113 O 14,rL P} BOT CHORD 2-11=-486/2248,10-11=-486/2248,9-10=-499/1241 'ER R l0, WEBS 3-10=-1039/270,4-10=-7/444,4-9=-1533/708 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 EXPIRES: 12/31/2017 (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-8-0,Exterior(2)9-8-0 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. M_ " [� b 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs � non-concurrent with other live loads. ,4 )`vOo WASFTr, 5)Provide adequate drainage to prevent water ponding. W 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. J�iy �Y/, ": ��0 ' 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 tat by 2-0-0 wide will P- g'�'! `' fit between the bottom chord and any other members. ''tltii 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. „t ;r 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=270, It', 4 51398 cy� 2=265. i{ �GIS7 Eg� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. S �G 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SIGNAL E February 14,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AOTEK 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 Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Wok' 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 PLH-2544 Sage C K2849103 B1700285 006 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:17 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl Uzl UfJ-VAy?LRA2zx9ytlApZ79SnxSJ4NJfxefOdM EkBBzIUOy 1 0 0 8-0-0 15-4-14 15r10-15 17-0-0 1 1-0-0 8-0-0 7-4-14 b-e-i 1-1-1 4x8 \\ Scale=1:34.8 2x4 56 n 4.00 i 12 3x6 % 3 a v • 4 n • 11 9, 2i� yhill11111111111111111111.- Y I__Il q as MI 10 9 8 3x6 7 2x4 H 3x6= 3x8= 1 8-0-0 I 15-4-14 1 17-0-0 1 8-0-0 7-4-14 1-7-2 Plate Offsets(X•Y)- [2:0-3-12.0-1-8].18:0-3-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.14 2-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.34 2-10 >588 180 TCDL 7.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.05 8 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:84 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc br- D P R QtC WEBS 1 Row at midpt 3-9 <1Y' Ft MiTek recommends that Stabilizers• e fk�pii �h1 a c5' /Q be installed during truss erection,' y •a :-with Stabiliz- Installationguide. • 89200PE t' REACTIONS. (lb/size) 8=969/Mechanical,2=788/0-5-8 Max Horz 2=251(LC 9) Max Uplift8=-315(LC 12),2=-255(LC 8) Max Gray 8=1215(LC 28),2=1167(LC 28) ct FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /OREGON Ix �<t/ G TOP CHORD 2-11=-2108/354,3-11=-1869/371,3-12=-428/100,4-12=-272/109 /O q).• 14 2-°-\ 4BOT CHORD 2-10=-405/1885,9-10=-405/1885 ,I R,Q` ► WEBS 3-10=0/336,3-9=-1731/437,4-9=-62/698,4-8=-1221/266 'V/ R R I Lk' NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS --- EXPIRES:(envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-6-2,Exterior(2)11-6-2 to 15-9-0 zone;cantilever 12/34/2017 left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs f1_c4. 1LL non-concurrent with other live loads. , v 1�"R1t 5)Provide adequate drainage to prevent water ponding. *� 0-v WAS44 f›, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G> Ctty 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 "'� p O,�r ! y-: fit between the bottom chord and any other members. . 8)A plate rating reduction of 20%has been applied for the green lumber members. / ; 9)Refer to girder(s)for truss to truss connections. - �r 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=315, ,. k- 2=255. I© ,�,�51398 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4� GISTBIL 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. S 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)321 lb down and 213 lb up at °IQNAL- 15-9-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. q.R9ialeASuteSPEtqandard February 14,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IIIII 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 iTekR is always required for stability and to prevent collapse 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 PLH-2544 Sage C K2849103 B1700285 DO6 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:18 2017 Page 2 I D:tlt6JzAhG KLeTtoC85ksl Uzl UfJ-_NwNYnBgkFHpUSI?7rghK9?Ugmfug4vXs0_Hjdz1UOx LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-6=-64,2-7=-20 Concentrated Loads(Ib) Vert:4=-269 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MAW 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 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 ANSUTPII 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 S Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849104 B1700285 D07 Monopitch 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:18 2017 Page 1 I D:tIt6JzAhGKLeTtoC85ksl UzIUfJ-_NVVNYnBgkFHpUSI?7rghK9?Y1 mgXg 1 tXsO_HjdzlUOx I -1-0-0 1 5-8-0 I 11-4-0 I17-0-0 I 1-0-0 5-8-0 5-8-0 5-8-0 5 6 Scale=1:35.0 r 12 3x4-- 4.00 12 4 11 2x4 R 10 2 �M ■gym 101 9 8 3x4 7 3x4= 3x6= I 8-6-0 I 17-0-0 I 8-6-0 8-6-0 Plate Offsets(X.Y)— 12:0-3-12.0-1-81.18:0-1-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.11 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.33 8-9 >604 180 TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.03 8 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix) Weight:77 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bra .-!. o P R OF MiTek recommends that Stabilizers a • be installed during truss erection,i = � . R) '`_•;I � a Ss/ Installation guide. ,C? 7✓,y REACTIONS. (lb/size) 8=715/Mechanical,2=772/0-5-8 �- 89200 P E c" Max Horz 2=285(LC 9) Max Uplift8=-228(LC 12),2=-245(LC 8) Max Gray 8=883(LC 19),2=810(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. © Cr TOP CHORD 2-10=-1604/388,3-10=-1555/402,3-11=-1233/239,4-11=-1123/247 -yG 47OREGON�� /..,4/BOT CHORD 2-9=-463/1466,8-9=-212/811 /O 9Y 2 4 ° WEBS 3-9=-427/269,4-9=-37/559,4-8=-996/335 �P � RR1LA- NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-0-0,Exterior(2)14-0-0 to 17-0-0 zone;cantilever left and right exposed;end vertical left and right exposed -C for members and forces&MWFRS for reactions shown,Lurribei --EXPIRES:____12/31/1017 DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ORRILL & 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A 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 OV W�INi 7;)' fit between the bottom chord and any other members. `..-.°''7,"- G'a C� I i 7)A plate rating reduction of 20%has been applied for the green lumber members. ��`�;-_; 0�•� 8)Refer to girder(s)for truss to truss connections. r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=228, • a/ 2=245. '01 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. A =< , ,t ,p�51398� VA ,. GISTER 4 ' 'ONAL V" G February 14,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.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 Oty Ply PLH-2544 Sage C K2849105 B1700285 E01 GABLE 1 1 Job Reference(optional) Pro-Budd Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:19 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UztUfJ-SZ4117CI VZPg6bKBhYBwsMYgaA69PeSh4gjgG4zIU0w 1 -1-0-0 -0-0 I 1-0- 9-0-0 SHEATHING SHOWN IS NOT Scale=1:20.3 PART OF COMPONENT DESIGN 5 6 Sheet Back �� Full Sheathing 1 Ply. 2x4 H Al 4 4.00 12 2x4 I I /y' 3 dy / . Fili,,/ 11 r Ali AN v 2 ✓ I GI� 0111111111t;rellii 0 1 10 9 8 7 3x4 = 2x4 II 2x4 I I 2x4 II I LTOADING(psf) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.00 1 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress lncr YES WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:35 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers andrLtyoil�r be installed during truss erection,in a--"1"'•,- v srs Installation guide. ��Cn ‘AGI-14-: /� REACTIONS. All bearings 9-0-0. 9 (Ib)- Max Horz 2=153(LC 9) 44/ -Y---- Max Uplift All uplift 100 lb or less at joint(s)6,8,2,7,9 except 10=-140(LC 12) 89200 P E r. Max Gray All reactions 250 lb or less at joint(s)6,8,2,9 except 10=425(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-10=-323/297 OREGON tL� NOTES- G NI)' .` 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 �Q �� 14,2-° �?� (envelope)automatic zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 9-0-0 zone;cantilever left and right exposed;end SFR R 10, 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 EXPIRES: 12/31/2017 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. [F' 7)Gable studs spaced at 2-0-0 oc. 1y*" LL 8 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. q„ 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 ,J� iv WAS `i), fit between the bottom chord and any other members. ti „ .---A A plate rating reduction of 20%has been applied for the green lumber members. ti -�.,i'1, 7, 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,8,2,7,9 except ( , (jt=1b)10=140. -- j 12)"Fix heels only”Member end fixity model was used in the analysis and design of this truss. 4'to .4,51398 w� �� GFSTER ' sSZoNAL V, February 14,2017 MIMI 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 properiy incorporate this design into 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/P11 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 PLH-2544 Sage C K2849106 81700285 E02 MONOPITCH 7 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:19 2017 Page 1 ID:tIt6JzAhG KLeTtoC85ksl Uzl UfJ-SZ4117CIVZPg6bKBhYBwsMYg5A2WPdVh4gjgG4zIU0w 1 -1-0-0 i 5-0-14 1 9-0-0 1 1-0-0 5-0-14 3-11-2 Scale=1:21.0 4 5 2x4 Ir 4.00 112 2.4 12 3 11 9 2 --'41.11111. 1. 11111111111111.i. 1 C 1 � A 7 ii-/ 6 3x6 3x6= I 9-0-0 1 9-0-0 Plate Offsets(X.Y)-- [2:0-3-12.0-1-8].[7:0-2-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.10 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.30 7-10 >343 180 TCDL 7.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:36 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and r� eL.VoRW' be installed during truss erection,in a - s Installation guide. �� ANG[ E .- ,yo REACTIONS. (lb/size) 2=455/0-5-8,7=365/Mechanical �r_\ 7/9 19 Max Horz 2=155(LC 9) ° 89200 P E f Max Uplift2=-146(LC 8),7=-124(LC 12) Max Gray 2=471(LC 19),7=430(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-528/192,3-11=-509/201 In Cr BOT CHORD 2-7=-197/483 -57L„ �OREGON,\pc 4/ WEBS WEBS 3-7=-526/249 /O "9 P 2,O - NOTES- 4/./ R R I L`�P'} 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 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 EXPIRES:-12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. jt,RILL 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 WAS cq fit between the bottom chord and any other members. .J ()V ,A 7)A plate rating reduction of 20%has been applied for the green lumber members. QQ"F. / r Com 8)Refer to girder(s)for truss to truss connections. r‘,7* !- 4s, © 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=146, _�.- 7=124. , j, 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum -��4�" sheetrock be applied directly to the bottom chord. r0� 51398A6, �� O� �. GISTER SIoNAL- v, February 14,2017 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly 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 PLH-2544 Sage C K2849107 B1700285 E03 MONOPITCH 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:20 2017 Page 1 I D:tIt6JzAhGKLeTtoC85ksl Uzl UfJ-wle7zTCwGsXWkMvOFFi9Pa4?1 aOm85BgJ KTOo WzlUOv i -1-0-0 i 5-0-14 I 9-0-0 1 10-6-0 1 1-0-0 5-0-14 3-11-2 1-6-0 5 Scale=1:22.1 2x4 4 4.00 112 13 d 2x4 12 9 3 0 r'> it* Y c', 11 0 2 ' �� n 1 i r' 167 3x6 % 3x6 =6 I 9-0-0 1 9-0-0 Plate Offsets(X,Y)-- [2:0-3-12.0-1-8].(7:0-2-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.10 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.30 7-10 >342 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:38 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and r�•r•rr-a•t0ia )�01Qg� be installed during truss erection,in a•.. rT'- - "res Installation guide. �cl NG) Etc U/0 REACTIONS. (lb/size) 2=444/0-5-8,7=472/Mechanical , Max Hoa 2=178(LC 9) -y Max Uplift2=-134(LC 8),7=-181(LC 12) cc 89200PE r Max Gray 2=451(LC 19),7=570(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-440/129,3-11=-418/138,4-7=-327/239 Lr BOT CHORD 2-7=-170/397 -y OREGON �(.0 WEBS 3-7=-432/220 G/Q `,•4)' 1 4 2QIN Q+ NOTES- SFR R I I-` 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;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-6-0,Exterior(2)7-6-0 to 10-6-0 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 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,KRILL 8 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 O WASIN, • fit between the bottom chord and any other members. av F FIj,�, `tJ, 7)A plate rating reduction of 20%has been applied for the green lumber members. + C 'f 8)Refer to girder(s)for truss to truss connections. - ,- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=134, l�' "` 7=181. I 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and"A"gypsum ,� sheetrock be applied directly to the bottom chord. 5513 neo 4,,,51398 w� �� GIST1 .'' SSIONAL VBG February 14,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M ITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. N 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 ANSIRPN Quality Criteria,0813-09 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 J Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849108 B1700285 E04 Monopitch 6 1 Job Reference(optionalit) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:20 2017 Page 1 I D:tlt6JzAhG KLeTtoC85ksl UztUfJ-wle7zTCwGsXWkIvOFFi9Pa4?faRA861gJKTOoWzlU0v I -1-0-0 1 4-6-0 I 9-0-0 1-0-0 4-6-0 4-6-0 Scale=1:21.0 4 5 2x4 400123x4 di 10 9 2 ■ r 1 EIPINSIII 0 i=/ 0 h/ 7 3x4= 8 2x4 II 6 3x6= I 5-2-12 I 9-0-0 I 5-2-12 3-9-4 Plate Offsets(X.Y)— [7:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.05 2-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 7 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:38 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc br- • o P R QF S MiTek recommends that Stabilizers a be installed during truss erection,i =c �- 'i-.�l e4 s/p� Installation guide. REACTIONS. (lb/size) 7=131/Mechanical,2=267/0-3-8,8=419/0-5-8 ,� 89200PE mac" Max Horz 2=155(LC 9) Max Uplift7=-53(LC 8),2=-111(LC 8),8=-113(LC 12) Max Gray 7=170(LC 19),2=267(LC 1),8=464(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q CZ WEBS 3-8=-354/179 "yL 4,-/OREGON�� 1�tC� NOTES- �O '44- 14+2� Q+1' 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 SFRR 0, (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category if Expo;Fully Exp.;Ct=1.1 EXPHR-ES-.-- 42/34/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 5R-RILL po fit between the bottom chord and any other members. O ,q.. 7)A plate rating reduction of 20%has been applied for the green lumber members. J F `t 8)Refer to girder(s)for truss to truss connections. �iy _ G' 'Cc% 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=1b)2=111 /S��f'.'"- O 8=113. i• `Yy., 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. J .. A�0 .4,�51398 w� � SSIONALti `) February 14,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 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 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 PLH-2544 Sage C K2849109 B1700285 E05 MONOPITCH 4 1 Job Reference(optional) fffro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:20 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl Uzl UfJ-wle7zTCwGsXWkIvOFFi9Pa4?ga01841gJKTOowz,UOv 1 -1-0-0 1 5-0-14 I 9-0-0 I 1-0-0 5-0-14 3-11-2 Scale=1:21.0 4 5 2x4 PIN 4.00 112 2x4 12 3 11 2 - L � c 1 _ ,/ 7 3x8= 6 3x6= 9-0-0 9-0-0 Plate Offsets(X.Y)-- [2:0-4-0,Edge].[7:0-2-12.0-1-81 TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.10 7-10 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.30 7-10 >343 180 BCLL 0.0 Rep Stress lncr YES WB 0.16 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:36 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and r 0pp,�� be installed during truss erection,in a•-•"M- .- is REACTIONS. (lb/size) 2=455/0-3-8,7=365/Mechanical Installation guide. �NGI cR s/p Max Horz 2=155(LC 9) Max Uplift2=-146(LC 8),7=-124(LC 12) 89200PE T'� Max Gray 2=471(LC 19),7=430(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-528/192,3-11=-509/201 BOT CHORD 2-7=-197/483 OREGON�Ix �<(/¢ WEBS 3-7=-526/249 G<e) 14,2°�Q4 NOTES- FR R 11--`` 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 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 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will c1RRrLL 8 fit between the bottom chord and any other members. y>' fly WAS. `iJ 7)A plate rating reduction of 20%has been applied for the green lumber members. y ► 8)Refer to girder(s)for truss to truss connections. op 3 CSO ^( Y ) gP P 9 P 1 O P6- ) „ ,o' '9 Provide mechanical connection b others of truss to bearin late ca able of withstandin 100 Ib u lift at'oint s exce t t-Ib 2=146, ` �, 7=124. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum sheetrock be applied directly to the bottom chord. t/s� �� 51398 �,� °A� :� ISTER� 4" SSI�NAL�� February 14,2017 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MA-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,notlilt a truss system.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 N always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPN 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 PLH-2544 Sage C K2849110 B1700285 E06 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:21 2017 Page 1 I D:tIt6JzAhGKLeTtoC85ksl UzIUfJ-OxCVApDZ1 AfNLvUaozDOxndA3_odtYy_Y_CxKyzIUOu 1 -1-0-0 i 9-0-0 I 1-0-0 9-0-0 Scale=1:20.3 5 6 Sheet Front SHEATHING SHOWN IS NOT 2x4 Full Sheathing PART OF COMPONENT DESIGN AI 1 Ply. 2x4 II o tP14 4.00 112 2x4 I I OI 3 I 5 iK M 11 /M AI Amid 9 2 _Aar- �/I 1- irj4 'r//� /► ��, '•..,-1,. ,'�1�,R► ..., ,1 ' IIx ,�►�' ��.►,►, 10 9 8 7 3x4 = 2x4 H 2x4 H 2x4 H 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.00 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress lncr YES WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:35 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and r - l, (cj'o be installed during truss erection,in a•-T 7.- - - e�cS' Installation guide. SCO NG( v EE- s4 REACTIONS. All bearings 9-0-0. �� R 1- (Ib)- Max Horz 2=153(LC 9) 17 89200 P E f-- Max 'Max Uplift All uplift 100 lb or less at joint(s)6,8,2,7,9 except 10=-140(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,8,2,9 except 10=425(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-10=-323/297 Qz OREGON �( NOTES- 26 's-7,44, 4 7 4,2ON P-�- 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 A (envelope)automatic zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 9-0-0 zone;cantilever left and right exposed;end SFR R I L, 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. EXPIRES:_A2/31/2(117 3)TCLL:ASCE 7-10;Pf=25.0 psi(flat root snow);Category II;Exp B;Fully 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 9.RILL 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. W r . 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 „J OF I� J, fit between the bottom chord and any other members. G' �e 10)A plate rating reduction of 20%has been applied for the green lumber members. .45.4.<1 0 ix,T �O 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,8,2,7,9 except L ,` (jt=lb)10=140. -I. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4" 4 16 .4) 51398 A) YX .44 t G/STER SSjONAL V" February 14,2017 IIIMM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Nu 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 PLH-2544 Sage C B1700285 JA01 Jack-Open Girder 2 1 K2849111 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:22 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UzIUfJ-s8muO9E BoUnEz32mMgkdU?ANaOyKcOg7mdyVsOzl UOt I -1-0-0 0-11-2 1-10-15 I 6-0-0 1-0-0 0-11-2 0-11-14 4-1-1 Scale=1:13.4 3 5 5 r 7.00 12 fr N 2 Co — — — — Or A riC O 1 6 7 4 LUS24 LUS24 3x4= I 1-10-3 1-1p05 6-0-0 1-10-3 0-0-12 4-1-1 LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lot) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-4 >359 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight 13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir.r : be installed during truss erection,in actor-.it,.-ethR> y, Installation guide. Ct REACTIONS. (Ib/size) 3=22/Mechanical,2=217/0-5-8,4=57/Mechanical CJ� I N>; ��'y Max Horz 2=71(LC 12) �,N0...‘..., F9 0 Max Uplift3=-42(LC 18),2=-32(LC 12) Max Gray3=28(LC 22),2=262(LC 18),4=114(LC 5) 89200PE �r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 0 Q 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 -y OREGON (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for Lj \b` members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� 1 4 2�6P+� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 'v/FR RIO.- 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 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)A plate rating reduction of 20%has been applied for the green lumber 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)3,2. RRIL.t 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. , 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 40 OF WAS `i) from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. f ,,', G,), �0 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ..•- . LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 %1'/ Uniform Loads(plf) Vert:1-3=-64,2-4=-20 0 .,,t, 51398 w +, GFS7 E:;(''i SSIONAL February 14,2017 __ 1 ®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 dividual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly in rporete this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Addibinal temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible persona injury and properly damage. For generbl 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 JobB1700285 Truss JAO2 Truss Type Jack-Open Qty Ply 2 1 PLH-2544 Sage C Job Reference(optional K2849112 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:22 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl Uzl UfJ-58mu09EBoUn Ez32mMgkdU?AMFOyKcOg7mdyVsOzIUOt 1 -1-0-0 1 1-11-2 I 3-10-15 I 6-0-0 1-0-0 1-11-2 1-11-14 2-1-1 Scale=1:16.6 ��c p P R I i 3 r�\ os 1 � JG I N• c•9 /p-1 i �, 89201PE 7.0012 5 yCr- OREC' 4/ cs � •N �,G/Q,�q y 14 2.6\ } ' R \-.R1 � 2 EXPIRES: c1 a rd --A 0? 1 1041 4 141 3x4 = I 3-10-3 3-19115 6-0-0 I 3-10-3 0-0-12 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-4 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:16 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=102/Mechanical,2=265/0-5-8,4=57/Mechanical Max Horz 2=123(LC 12) Max Uplift3=-91(LC 12),2=-44(LC 12) Max Gray 3=115(LC 19),2=268(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. N xRJLL 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '4 ) OVl��/,A j `Q, ,Ap ify ' 51398 k� � ssIONAL'e February 14,2017 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 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 braang 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 ANSIITPl1 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 PLH-2544 Sage C B1700285 JA03 Jack-Open 2 1 K2849113 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:22 2017 Page 1 ID:tIt6JzAhGKLeTtoC85ksl Uzl UfJ-s8mu09EBoUn Ez32mMgkdU?AluOyKcOg7mdyVsozlUOt 1 -1-0-0 i 3-0-0 I 5-10-15 6-010 1-0-0 3-0-0 2-10-15 0-1-1 Scale=1:22.7 3 , I i 7.00 I,z 5 <C�Ep p R pFFsS c.,-' �NGINEF9 /� 444 -7 fr 89200P re* pOREGON4/2 41 \� +&/ q''C 111— Nr O 14,2a�PI 3x4= 4 EXPI RES: 12/31/2017 5-10-15 TO 5-10-15 p-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-4 >359 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:20 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=171/Mechanical,2=324/0-5-8,4=57/Mechanical Max Horz 2=176(LC 12) Max Uplift3=-145(LC 12),2=-62(LC 12) Max Gray 3=203(LC 19),2=332(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=1b) .1t1.4, 6 3=145. c� q 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .4" o WWASN,., :. '--ter ��+� �,�51398�dt" +� GISTERSSr�NAL ti� February 14,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. m11Design 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 PLH-2544 Sage C K2849114 B1700285 JA04 Jack-Open 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:23 2017 Page 1 ID:tlt6JzAhGKLeTtoC85kslUzlUfJ-KKKGbVFpZnv5bDdzwOGs1 CiTWnIZLTWG?Hh2PrzIU0s -1-0-0 1 3-0-0 I 6-0-0 1 7-10-15 1 1-0-0 3-0-0 3-0-0 1-10-15 Scale=1:28.8 4l o i Io 3 7.00 112 8 11 1'1 N N 7 i V 4 � 6 2 1 I ddd 1 MIIMIIIIMIEMEMEMIIM ,/ ,/ 5 3x4 = 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-5 >359 180 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) Weight:23 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir be installed during truss erection,in acro pc-fehRfikefek. Installation guide. „`(( G'NE tcls/ REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. ��Co �N FR Q�� (Ib)- Max Horz 2=214(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-181(LC 12) 89200PE �" Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=333(LC 19),3=279(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 0 CC OREGON X1.0 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS yL -ifCs (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left /O '..(4'-' 1[} 2-°\ plate and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 �►I plate grip DOL=1.60 M 'R R I,,.k- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 1�/�1/?!1 - - €XPIR�S:17 non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. RRTLL B 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. WAS 10)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=181. /♦ -^er°? . 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. /3 • O 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. +� rr , ��Q .p51398� bt 44 GISTER �SSIONALti C' February 14,2017 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the 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 PLH-2544 Sage C K2849115 B1700285 JA05 Jack-Open 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:23 2017 Page 1 ID:tlt6JzAhGKLeTtoC85kslUzIUfJ-KKKGbVFpZnv5bDdzwOGs1 CiThnIZLTwG?Hh2PrzIU0s 1 -1-0-0 i 3-0-0 I 6-0-0 9-10-15 I 1-0-0 3-0-0 3-0-0 3-10-15 Scale=1:34.8 5 IO 00.1,0000,000000 / ,n 0 4 :t 7.00J12 9 ;1 3 8 N N 7 m fD 01 7 2 OM 3x4 = 6 1 6-0-0 6-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-6 >359 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:26 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• • e be installed during truss erection,in acco-=v-VithRtikespk, Installation guide. REACTIONS. All bearings Mechanical except Qt=length)2=0-5-8,3=0-1-8,4=0-1-8. CO��:9G21 N� / (Ib)- Max Horz 2=250(LC 12) �� FRQ�Max Uplift All uplift 100 lb or less atjoint(s)5,2,4 except 3=-186(LC 12) *Gr yMax Grav All reactions 250 Ib or less atjoint(s)5,6,4 except 2=331(LC 19),3=261(LC 19) 00 P E r' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -7OREGON 1.a.(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left /- \b , and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 Q r 14,24 -, - P plate grip DOL=1.60 SFR R 10- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. $ _`�1.PJ 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. `,Bq 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except(jt=lb) '0 OF NTASIrr, ` >, 3=186. - • W• �{ 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ��.....?'-C�, 'F' 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. . llimP .- • . ��r *1`-',4,,, 51398 w� ��G/STEg � �SIONAL V;G February 14,2017 ®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 1111 a truss system.Before use,the budding 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 bradng MiTek• is ahways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANBU1Pl1 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 PLH-2544 Sage C K2849116 B1700285 JA06 Jack-Open 4 1 Job Reference(optional) - Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:24 2017 Page 1 I D:ttt6JzAhGKLeTtoC85ksl UzIUfJ-oWuepgFRK51 yCNC9U5n5ZQFeRBeo4w9QExRbxHzIUOr -1-0-0 i 3-0-0 I 6-0-0 111-10-15 I 1-0-0 3-0-0 3-0-0 5-10-15 Scale=1:40.9 5 �q la 0 7.00 112 4 8 , N N N r? o c] N., n m 7 2 W 1 11111111114 ►l M. 3x4 = 6 I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-6 >359 180 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) Weight:29 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir be installed during truss erection,in acco (""`eh� t. Installation guide. .� c REACTIONS. All bearings Mechanical except Qt=length)2=0-5-8,3=0-1-8,4=0-1-8. SCJ �tAG I N EF,4 >Q (Ib)- Max Horz 2=286(LC 12) �� .0. Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=-187(LC 12) 89200P E Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=331(LC 1),3=260(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-283/226,3-7=-269/252 NOTES- �OREGON�� '<((. 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 /O q}' 14 2l)�P} (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 11-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 /11FR R 1 1-k' plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 1(.0 psf or 2.00 times flat roo176ad of 25.0-psf on overhangs EXPIRE - -2--I31«fl17 non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. c1 BRILL 8)Refer to girder(s)for truss to truss connections. y WASItr, `t 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. .1 l)4 -11O,,, J� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) 0,e. C> 3=187. • ii' ` 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. •. •• 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `I �0� ,� 51398 w� Q14�, � FSTE�� SSI�NAL G February 14,2017 I ®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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1.11 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 PLH-2544 Sage C K2849117 B1700285 JA07 Jack-Open 2 1 Job Reference(optional) tiro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:24 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UzIUfJ-oWuepq FRK51 yCNC9U5n5ZQFeRBeo4w9QExRbxHzI UOr 1-1-0-0i 3-0-0 1 6-0-0 I 13-10-3 1-0-0 3-0-0 3-0-0 7-10-3 Scale=1:46.7 6 IN O 5 7.00 9 4 , a?3 'o R u m 8 T 2 e 1 0 CA 3x4= 7 I 6-0-0 I 6-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 2-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-7 >359 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:32 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requira.• e be installed during truss erection,in acco =v-JahRfillypt.. Installation guide. , <(•, S REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical. �j !NGI NE�c /Q (Ib)- Max Horz 2=322(LC 12) i R Max Uplift All uplift 100 lb or less at joint(s)6,5 except 3=-188(LC 12),4=-100(LC 12) '44 89200 P E �<" Max Gray All reactions 250 lb or less at joint(s)6,7,4 except 2=331(LC 1),3=260(LC 22),5=277(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-339/277,3-8=-325/303 NOTES- -5 A..OREGON pi 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 G/ `7q '�� 1. (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-6-8,Exterior(2)9-6-8 to 13-9-7 zone;cantilever left Aw 1 4, 4- r and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 'Vf A- R">� R' plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12/31/2017 non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. RRELL a 8)Refer to girder(s)for truss to truss connections. q 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. 44) oo WAS-1'44. i), 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,5 except(jt=lb) 21>7 3=188,4=100. arl, � ::,,kr 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. " ��' '12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • til!/4� ,� 51398O�t� �GISTEg� 4 SSIONALti ' February 14,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NB -- 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' lit/C/ll 1.` is ahvays 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 ANSUTPI1 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 PLH-2544 Sage C K2849118 B1700285 JA06 Jack-Open 3 1 Job Reference(optional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:25 2017 Page 1 ID.tIt6JzAhGKLeTtoC85ksl UzlUfJ-GjR00AG34P9pgWnL1 plK6dnoJb_1 pNPZTbA9TjzIUOq -1-0-0 1 3-0-0 I 6-0-0 1 7-0-0 i 1-0-0 3-0-0 3-0-0 1-0-0 Scale=1:26.0 4 3 0 '6/ Io 7.00 112 a 8 uT 0) 7 R O 6 w 2 il i 1 ►t 3x4 = 5 I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-5 >359 180 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) Weight:21 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir . • - be installed during truss erection,in acco =;,,-t l thR Installation guide. •<<S. �`Scl REACTIONS. (lb/size) 2=326/0-5-8,5=57/Mechanical,3=243/0-1-8 �Cj F.NGiNEFR /p Max Hors 2=195(LC 12) C? �i Max Uplift2=-54(LC 12),3=-176(LC 12) 9 Max Grav2=329(LC 19),5=114(LC 5),3=295(LC 19) `� 89200PE f FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 0 CZ- - 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 -y, AOREGON 4" Z.-- IN (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-9-1,Exterior(2)2-9-1 to 7-0-0 zone;cantilever left / q� 20� { and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 14+ �Q. plate grip DOL=1.60 SFR R 10, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs n eioads. _ _ __ EXPIRES:-42/31/2_017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. _`$RRIL 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. r" eq 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) .a OF Nr, t J, 3=176. ' C tt' 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �p 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. "�i i "��• mi /TOT X16 4, 51348 w� 9� GISTER SSIONAL VG February 14,2017 I 1.1111 OM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 59TEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. to 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 PLH-2544 Sage C K2849119 B1700285 JA09 Jack-Open 5 1 Job Reference(optional) Aro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:25 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl Uzl UfJ-GjRO0AG34P9pq WnL1 ptK6dnoBb_1 pNPZTbA9TjzI U0q 1 -1-0-0 1 3-0-0 I 6-0-0 I 10-2-0 I 1-0-0 3-0-0 3-0-0 4-2-0 Scale=1:35.6 5 4 0 7.00 12 8 ;, 3 rn it d? CD v a 7 2 1 MI ►I I 3x4= 6 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-6 >359 180 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) Weight:26 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requi -• = - - - 1 be installed during truss erection,in acco,--L.-ti thiN Installation guide. .��. �LS's REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,6=Mechanical. �cJ F.N�1 N EFR �p (Ib)- Max Horz 2=248(LC 12) C? �i Max Uplift All uplift 100 lb or less at joint(s)2 except 3=-159(LC 12),4=-172(LC 9) r:- Max 89 2Qa P E 9f Max Gray All reactions 250 lb or less at joint(s)6,3 except 2=331(LC 1),4=388(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-266/81,3-7=-253/111 NOTES- G 4/OREGON �� 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 /O q} 14, 42.0(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-11-1,Exterior(2)5-11-1 to 10-2-0 zone;cantilever �t, Q' left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 'V' R R I L\-, DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. EXPIRES: 12/31/2017 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. RRIl j 8)Refer to girder(s)for truss to truss connections. c� 8A 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. J ov )i `t), 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) Q t{; 3=159,4=172. 1)1,"7-4I'T, O11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ` '�l' ' 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� ,� 51I w� ��, GIS TBR SSrONALE�G February 14,2017 I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MII-7473 rev.10'03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not hill 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 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 PLH-2544 Sage C K2849120 B1700285 JDO1 Jack-Open Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:25 2017 Page 1 ID:tlt6JzAhGKLeTtoC85ksIUzlUfJ-GjR00AG34P9pgWnL1 plK6dnttb_1 pNPZTbA9TjzIUOq I -1-0-0 0-11-2 I 1-10-15 I 6-0-0 1-0-0 0-11-2 0-11-14 4-1-1 Scale=1:13.4 4.00 112 5 3 r� 2 , o Y 1 o' o 0 6 7 4 .dgLUS24 LUS24 3x4 = I 1-10-3 1-10t15 6-0-0 1-10-3 0-0-12 4-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-4 >359 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• - • be installed during truss erection,in acco -,....-tithRtikefet.. Installation guide. <� Ct , REACTIONS. (lb/size) 3=22/Mechanical,2=217/0-5-8,4=57/Mechanical �`� ANG EE'/7 �O Max Horz 2=47(LC 8) 2, Max Uplift3=-42(LC 18),2=-78(LC 8) 44� -9 Max Gray 3=23(LC 19),2=262(LC 18),4=114(LC 5) 89200P E r 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 7 OREGON flu/ (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for Gj ' 7 , c\ members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /f, 1 4�� Q� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 •v/ R R I0, 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf atom chord iVeload nonconcurrent with any other1ive loads. . 7 /201] 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)A plate rating reduction of 20%has been applied for the green lumber 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)3,2. _c�.RFLrL� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1�* .q 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 ,.., oo WAS) >, from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. - `� `G, Ct; 12)Fill all nail holes where hanger is in contact with lumber. 00 j01"..-,?.r Q 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ii, i - - l ;. LOAD CASE(S) Standard 4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ,d /f1 r Uniform Loads(plf) Vert:1-3=-64,2-4=-20 t'' 1 7'ISTER� �4 �SSIONAL��' February 14,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IIIII 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 PLH-2544 Sage C K2849121 B1700285 JDO2 Jack-Open 2 1 Job Reference(optional) pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:26 2017 Page 1 ID:tlt6JzAhGKLeTtoC85kslUzlUfJ-Iv?ODWHhriHgSgMXbWpZerK1 H?KGYgfjhFwi?AzIUOp I -1-0-0 1-11-2 I3-10-15 I6-0-0 1-0-0 1-11-2 1-11-14 2-1-1 Scale=1:13.4 3 M 4.00 112 5 • 2 0 rn 0 1 a 4 3x4 — I 3-10-3 3-1p115 6-0-0 I 3-10-3 0-0-12 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-4 >359 180 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) Weight:16 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• . . e be installed during truss erection,in acco,v-tthRitiOn. Installation guide. <<** `c'1 REACTIONS. (lb/size) 3=102/Mechanical,2=265/0-5-8,4=57/Mechanical �c N I NEF /p Max Horz 2=77(LC 8) '9 2 Max Uplift3=-70(LC 12),2=-96(LC 8) se- Max Gray 3=114(LC 19),2=269(LC 19),4=114(LC 5) `r 89200 P E 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 7,\ OREG / (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for /O '9 1 4 2-'3\ members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 SFR R i L\- 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 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)A plate rating reduction of 20%has been applied for the green lumber 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)3,2. _ YJ JLL , 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ��1�"/v'wASFr,, .4•� Isp iiij \� II / :'WCC© .. X00 4,,,51398tia w 4, GISTS L ' SSIONALVG February 14,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE Pall-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,notimit a truss system.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 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 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 PLH-2544 Sage C , K2849122 B1700285 JDO3 Jack-Open 2 1 Job Reference(optional) _ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:26 2017 Page 1 I D:tlt6JzAhG KLeTtoC85ksl UzlUfJ-Iv?ODWHhriHgSgMXb WpZerKzq?KGYgf)hFwi?AzIUOp I -1-0-0 I 3-0-0 I 5-10-15 61010 1-0-0 3-0-0 2-10-15 0-1-1 Scale=1:14.6 3 t 4.00 112 5 2 9 ) 9 0 1 <n _ 4 0 3x4= I 5-10-15 61010 5-10-15 0-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-4 >359 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 (Matrix) Weight:18 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• be installed during truss erection,in a -p ei thR . Installation guide. `C" REACTIONS. (Ib/size) 3=171/Mechanical,2=324/0-5-8,4=57/Mechanical Gl N� / Max Horz 2=107(LC 8) N� �iN F� el, Max Uplift3=-114(LC 12),2=-123(LC 8) �� 89200P E �c.-- Max Gray 3=200(LC 19),2=334(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES In Ct. - 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 �4(// (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for Lj `� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Y 1 4,2° Q- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 SFR R I L, s3 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a'I u.0 Sfboftom chord live load nonconcurrent with any other'life loads. —_ EX .. . /21117 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber 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)3=114, 2"Fix �" )O j 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. yam/ ,. _go froo. --__..... , ...i. •‘•41,ta • di 4 5.1398 1398, �� ISTEg� ��SIONALti�G February 14,2017 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Not -- 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 PLH-2544 Sage C 1(2849123 B1700285 JDO4 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:27 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UzlUfJ-D5ZnRsIJcOPX3gxk9DKoB2t8JPgVHHvswvfGYczlUOo 1 -1-0-0 1 3-0-0 I 6-0-0 I 7-10-15 I 1-0-0 3-0-0 3-0-0 1-10-15 Scale=1:18.0 4 1 ` v AO 3 4.00 12 8 /1 • 7 11 0 Nr N N 6 2 i ,/ 5 ,/ 3x4 = 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-5 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:21 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir>• . - be installed during truss erection,in acco--iv-43thR Installation guide. <( `cSs REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. �Co ANG I NEcR /p (lb)- Max Horz 2=137(LC 8) � Cit. Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-117(LC 8),3=-153(LC 8) �� 89200P E �r Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=337(LC 19),3=280(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- O Q' 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 -7, ,�OREGON As OREGON (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left / '9I, zO and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 Q 1 4, va,Q* plate grip DOL=1.60 WfFR RIO- 2) Il_\- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. c1_(0Rg,jLL 8q 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. y S�'' WAS `7 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 4' Ov .k ), 2=117,3=153. r 4c, t", 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Jr` ; p 16 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,0 ,' r0�o ";'0G''57:171S3AThr 98� ��.vgSL��G February 14,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1811 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-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 1 Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849124 B1700285 JDO5 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:27 2017 Page 1 ID:tlt6JzAhGKLeTtoC85ksl Uzl UfJ-D5Zn RslJc0PX3gxk9DKoB2t8iPg VHHvswvfGYczIUOo -1-0-0 1 3-0-0 6-0-0 9-10-15 I 1-0-0 3-0-0 3-0-0 3-10-15 Scale=1:21.7 5 I o I I 1- IA. 4 4.00 112 3 ,' 8 `' - 10 W Co `''' 7 2 j o ' r n 1 ' A ►t 3x4 = 6 I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def) Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-6 >359 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 BCDL 10.0 (Matrix) Weight:24 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir - be installed during truss erection,in a - Ji3th[gfitypk. Installation guide. C REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. �Cj NGI NEL- /, (Ib)- Max Horz 2=167(LC 8) ,9 Max Uplift All uplift 100 lb or less at joint(s)5,4 except 2=-106(LC 8),3=-158(LC 8) �-9 Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=332(LC 19),3=278(LC 19) 89200 P E I'" 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 -y OREGON 4./ 1.-- (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left ,/ �.9I' 4'2o� ~� and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 A. plate grip DOL=1.60 MFR R I I-` 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs nuii-wnwnerdwith other livetoads. €XPIQC�r ES 2131/2-#7 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 1 'ALL , 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. q 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) �� of WASE `tl, 2=106,3=158. .4 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. "i�"•_' G� 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -� /i �'' . i 4),513 .� 4,, GISTER ssIONALG February 14,2017 . 1 -a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 k MiTe ' 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/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 PLH-2544 Sage C K2849125 B1700285 JDO6 Jack-Open 2 1 Job Reference(optional) $ro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:28 2017 Page 1 ID:tlt6JzAhGKLeTtoC85ksl Uzl UfJ-h179eCJyNKXOh_Wwjxr1jG PJXo?k0k909ZPp42z1U0n -1-0-0 1 3-0-0 6-0-0 I 11-10-15 I 1-0-0 3-0-0 3-0-0 5-10-15 Scale=1:25.6 5 , IoV 4.00 12 4 9 3 8 a Io ; FA v 1A 7 2 I 1 1 ►M 3x4 = 6 I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-6 >359 180 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) Weight:27 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• be installed during truss erection,in acco-=1;••-tthRfitatifgt. Installation guide. `t REACTIONS. All bearings Mechanical except Qt=length)2=0-5-8,3=0-1-8,4=0-1-8. �Cj� N�'j NEF �WC? (Ib)- Max Hors 2=196(LC 8) , i R Max Uplift All uplift 100 lb or less at joint(s)5,2 except 3=-158(LC 8),4=-120(LC 8) '9 Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=331(LC 1),3=254(LC 19),4=253(LC 19) 89200PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- Q Cr 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 4_ 4OREGON oto tk (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 11-10-3 zone;cantilever left / N and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 7 4+V �` plate grip DOL=1.60 MFR R 11.-\- �P 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. _`V,R�LL, 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. c1 1�"" q 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2 except(jt=lb) Jam' OF WAS. `1J, 3=158,4=120. f2 '(cN 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. j��iy " 't . 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `0P -‘0,114i4-"`„" Ado ,4) Ai 5139Gisi•B8 w4 SSIONAL- February 14,2017 11111111110 _ 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 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 Mirek' is always required for stability and to prevent collapse 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(lug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type City Ply PLH-2544 Sage C K2849126 B1700285 JDO7 Jack-Open 2 1 Job Reference(optional) p_ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:28 2017 Page 1 I D:tIt6JzAhGKLeTtoC85ksl Uz1UfJ-h179eCJyNKXOh_WwjxrljGPJXo?k0k909ZPp42zlU0n I -1-0-0 I 3-0-0 I 6-0-0 13-10-15 1-0-0 3-0-0 3-0-0 7-10-15 Scale=1:29.6 6 I0 5 • 4.0012 g • • 4 • 0 3 A A . 4 v •• 8 2 v 1 ril ) O 3x4 = 7 I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 2-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-7 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:30 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• - e be installed during truss erection,in acro. =v-lothimitork. Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length)6=Mechanical,2=0-5-8,7=Mechanical. CD NGTN EFRs6n (Ib)- Max Horz 2=226(LC 8) c? t. l' Max Uplift All uplift 100 lb or less at joint(s)6,2 except 3=-159(LC 8),4=-124(LC 8),5=-120(LC 8) 89200 P E pt'" Max Gray All reactions 250 lb or less at joint(s)6,7,3,4 except 2=331(LC 1),5=263(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- © C- 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 '9G ,�OREGON 4, fit(/ (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left /6 '1 1 4 2-° 1' and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 0' plate grip DOL=1.60 MFR R I1—k- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs € a a a no1-7 n-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. _[01 R1LL ,, 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. �'* WAS q 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2 except(jt=1b) S o Ar. t) 3=1ele 4p12e, r shim /=s, C� '�' 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. p p 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. --P •i. `�', i 4it, 4,, 51398 ' w rs�, GFSTEg SSjONAL EAG February 14,2017 I IMMO 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 MiTekel 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 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-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 PLH-2544 Sage C K2849127 B1700285 JDO8 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:29 2017 Page 1 ID:tIt6JzAhGKLeTtoC85ksl UzIUfJ-9UhXsYJa8dfFJ856GeNGGTyUHCLzIBP9ND8McUzIUOm 1 -1-0-0 I 3-0-0 6-0-0 15-10-15 I 1-0-0 3-0-0 3-0-0 9-10-15 Scale=1:33.6 6 Io 4.00 12 10 5 9 4 0 °l 3 4 u p 8 q 2 1 0 3x4= 7 I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 2-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-7 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 BCDL 10.0 (Matrix) Weight:33 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• be installed during truss erection,in acro. _.,•-tthiAtitefeh Installation guide. C REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical. CoS GI NE -i,` s/ (Ib)- Max Horz 2=256(LC 8) ,-\ �. p Max Uplift All uplift 100 lb or less at joint(s)6,2 except 3=-159(LC 8),4=-124(LC 8),5=-161(LC 8) �"T, Max Gray All reactions 250 lb or less at joint(s)6,7,3,4 except 2=331(LC 1),5=357(LC 19) 89 200 P E. 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 A OREGON 40 (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 15-10-3 zone;cantilever / '9). 20'` left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber Q 14, Q. DOL=1.60 plate grip DOL=1.60 /SFR R I I-\- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 1 ' LL 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2 except(jt=lb) ,5�'` OF WASE `f. 3=159,4=124,5=161. °11:60:4:0-5/1'3T -,,-•' �C' ,� 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. / � ._ . 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �y�/' �, s\ �°�Q �,�5139$ 4 � GrsrE. �' S�IONALEG February 14,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 WOW is always required for stability and to prevent collapse 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-59 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 PLH-2544 Sage C K2849128 B1700285 JZO1 Jack-Open Girder 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:29 2017 Page 1 ID:tlt6JzAhGKLeTtoC85ksl UzlUfJ-9UhXsYJa8dfFJ856GeNGGTyZ5CSEIBP9N D8McUzIUOm -1-0-0 I 0-11-2 I1-10-15 I 4-0-0 1-0-0 0-11-2 0-11-14 2-1-1 Scale=1:9.7 5 3 4.00 12 2 o \ 0?r vo 1 0 4 3x4 1-10-3 1-1 15 4-0-0 1-10-3 0-012 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.04 2-4 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:10 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• = . e be installed during truss erection,in actor-::,.•-tyhrAfikerk. Installation guide. `i REACTIONS. (Mas Horz 3=30/LC 8)3=30/Mechanical,2=190/0-3-8,4=38/Mechanical ��Co �<JGI NE�cR �G,� Max Uplift3=-32(LC 18),2=-83(LC 8) "53 Max Gray 3=31(LC 19),2=224(LC 18),4=76(LC 5) 89200PE r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES In- 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 ,�OREGON �� (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for /O .44.- 2.0 4 2.0 s -.\., members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 R,‘>'2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �FR R L� 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 1213112017 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber 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)3,2. _`V,RRI ,� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,.\N) O W� q.si, —r',.00,4 ` • GHQ I I . i ,. ,,p ,i,51398 vv k, GISTE 4 ' SSIONAL- February 14,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Ng 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 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 PLH-2544 Sage C 1(2849129 B1700285 JZO2 Jack-Open 4 1 Job Reference(optional) ro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:29 2017 Page 1 I D:tlt6JzAhG KLeTtoC85ksl UzlUfJ-9UhXsYJa8dfFJ856GeNGGTyYbCSEIBP9ND8McUzIUOm I -1-0-0 I 2-0-0 I 3-10-15 410-0 1-0-0 2-0-0 1-10-15 0-1-1 Scale=1:11.2 3 4.00 112 5 - 2 o c. V 1 cn 0 c, 3x4 = 4 40 3-10-15 410-9 3-10-15 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.04 2-4 >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 IBC2015/TP12014 (Matrix) Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• - - e be installed during truss erection,in acco. =Vis-t ithfA (I Installation guide. .�� 4`9c -1 REACTIONS. (lb/size) 3=101/0-5-8,2=236/0-3-8,4=38/Mechanical , 1�GI NE�c 4-Vo Max Horz 2=74(LC 8) R '7/ Max Uplift3=-68(LC 12),2=-101(LC 8) Max Gray 3=112(LC 19),2=240(LC 19),4=76(LC 5) 89200 P E 1' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- O 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 -y, ,.OREGON fit(/ ts (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for / 'q}" 20� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4+ �Q- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 /1// ' R R O3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 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)A plate rating reduction of 20%has been applied for the green lumber 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)3 except(jt=lb) _`ALL 8.q 2Bevel101. V S�""WASJ�r, `7" 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. .1 O� 'W ), 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� Cl, �,� ith /i -0 , ��a�S�IONSAL8� w - February 14,2017 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 m a truss system.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 druid members only.Additional temporary and permanent bracing MiTekx is always required for stability and to prevent collapse 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 PLH-2544 Sage C K2849130 B1700285 SA01 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:30 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UzIUfJ-dgFv3uKCvxn6wlgJgMuVphVk2csNUeelctuw9xzlU01 -1-0-0 1-10-15 210-911 1-0-0 1-10-15 0-1-1 Scale=1:10.9 3 5 7.00 12 '`,QED PR OFFS, �cS NGiINE9 2 D1111=1111111 CC 89200PE �� ct- © 4,OREGON A41 <4 Al Y. 14 2 \ 6P 3x4 = 4 EXPIRES: 12/31/2017 1-11-1 ,1-o 1-10-15 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix) Weight:8 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=165/0-5-8,4=19/Mechanical,3=40/Mechanical Max Horz 2=72(LC 12) Max Uplift2=-49(LC 12),3=-38(LC 12) Max Gray 2=185(LC 18),4=39(LC 5),3=45(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber 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)2,3. RIL� �q 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. OF WAStr, `tJ 4111, vorr 51398 �we r�, GIST'ER ' SSroNAL1 February 14,2017 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7173 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 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 PLH-2544 Sage C K2849131 B1700285 SA02 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:30 2017 Page 1 I D:tlt6JzAhGKLeTtoC85ksl UztufJ-dg Fv3uKCvxn6wl gJgMuVphVjresNUeelctuw9xz1U01 -1-0-0 2-0-0 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1:17.1 3 o \CC'RN t'`•5 P R pFERF ct 7.00 5 ,N9G2I0NFS/ %2 N U � +G / 41 OREGON £U� O A4- 14 2° 1)�- 2 SFR R i e' 1 �1 EXPIRES: 12/31/2017 hrial 3x4 = 4 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:11 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=113/Mechanical,2=217/0-5-8,4=19/Mechanical Max Horz 2=123(LC 12) Max Uplift3=-94(LC 12),2=-64(LC 12) Max Gray 3=125(LC 19),2=220(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ALL .q' 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �y a WASXr>, `t> • ity r0�o �51398 ' .<� GFSTE L ' SIONAL- February 14,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/01/2015 BEFORE USE. Design valid for use only with MiTekte 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 stabirdy and to prevent collapse 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-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 PLH-2544 Sage C K2849132 B1700285 SD01 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:31 2017 Page 1 IO:tlt6JzAhGKLeTtoC85ksl UzIUfJ-5tpHHELggFvzYREVO3PkLu 1 vg0CcD5uSrXdThNzlUOk -1-0-01-10-15 -0- 1-0-0 1-10-15 -1- Scale=1:7.8 PR 0 (� 5 3 �<��\G N E� US,7O 4.00 112 89200P: 2 -y. ,, /.O '44' 14 2.04- P} 4 EXPIRES: 12/3112017 3x4 = 1-10-15 -0-Q 1-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCL( 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >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 IBC2015/TP12014 (Matrix) Weight:7 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=165/0-5-8,4=19/Mechanical,3=40/Mechanical Max Horz 2=48(LC 8) Max Uplift2=-87(LC 8),3=-29(LC 12) Max Gray 2=185(LC 18),4=39(LC 5),3=41(LC 19) 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)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcu tent with any utlter live loads. -- 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber 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)2,3. _cF RRILL 4,1'1;410)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Imo" ?�4rI . t 16Q ,��51398� A .r' GISTER �SSI�NALti�� February 14,2017 I IMAM ®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 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 PLH-2544 Sage C K2849133 B1700285 SD02 Jack-Open 2 1 / Job Reference(optional) Fro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:31 2017 Page 1 ID:tlt6JzAhGKLeTtoC85kslUzlUfJ-5tpHHELggFvzYREV03PkLul ubOCcD5uSrXdThNzIUOk I -1-0-0 2-0-0 I 3-10-15 I 1-0-0 2-0-0 1-10-15 Scale=1:11.4 3 o , q 4 4.00 112 5 • O r co rn 2 1 )—( 4410 3x4= 4 I 2-0-0 I 2-0-0 TOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:10 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requir-• _ , be installed during truss erection,in acco-=i�-t�r h(-Aty. Installation guide. krt. REACTIONS. (lb/size) 3=113/Mechanical,2=217/0-5-8,4=19/Mechanical 5� Gi NEiS'j Max Horz 2=77(LC 8) c� � F,9 U2 Max Uplift3=-75(LC 12),2=-109(LC 8) 89200P E -7 Max Gray 3=124(LC 19),2=221(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS OREGON (L� (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for Lj `� 't members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 14,20 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �fR R10.-0� Q3P 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber 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)3 except(jt=lb) - ,1tRJLL 8q 2=109.os. E 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. J ) 0- WAS .ct>, Or4g,(414;',;7.'.. .(') 16 0© 4,,51398 c`, GIST , L� CS �SIONAL V, February 14,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.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 end to prevent collapse 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 PLH-2544 Sage C K2849134 B1700285 5201 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Feb 14 07:33:05 2017 Page 1 i I D:tit6JzAhG KLeTtoC85ksl UzlUfJ-9kuCg14csKY2W V 1 nwBDd3215Peyf1 z7NOu DPrTzIGBC -1-0-0 1-10-15 -0- 1-0-0 1-10-15 -1- Scale=1:7.7 5 3 4.00 \AG1NE 61/ 7--___, \ "-C- 89200' c 2 • Cr yG FOREGO X44/ 0, /O '1 142 , ,' -\-- iliFR R 10, • 3x4 = 4 EXPIRES: 12L31/2017 I 1-10-15 -0- 1-10-15 -)- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >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 IBC2015/TP12014 (Matrix) Weight:7 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=163/0-3-8,4=20/0-0-12,3=42/Mechanical Max Horz 2=48(LC 8) Max Uplift2=-86(LC 8),3=-30(LC 12) Max Gray 2=182(LC 18),4=39(LC 5),3=43(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)T-• --- -. s--- .,-'.._. ... ._ .. ... ..... - ... ...... -. .'.any other live-loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 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 86 lb uplift at joint 2 and 30 lb uplift at joint \o,RRILL �.q. 3. 4$ tv WAS -7 j, 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <c.'12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. +� � r rr O LOAD CASE(S) Standard .- *,P 4,,51398.e0 kr` rt� GISTER ' February 14,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,1:15B-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 PLH-2544 Sage C K2849135 B1700285 YO1 Common Supported Gable 1 1 Job Reference(optional) I!ro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:32 2017 Page 1 ID:tlt6JzAhGKLeTtoC85kslUzlUfJ-Z3MfUaMSRY1 pAbphynwzu6a4EQYOxYGb4BN1 DpzlU0j I 21-0-0 1-0-0 10-0-0 10 0 0 Scale=1:36.1 4x4 = SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN 6 Sheet Front 1Full Ply Sheathing 4.00 112 5 ri�. 7 22 20 4 21 ��ir 8 23 3 it ki f 9 Y e 19 r .. 24 2 I V Y• V Y V Y yr _ 10 11 IV _.� ` L//IwLIL////L //L// /I`. ro 3x4= 18 17 16 15 14 13 12 3x4 = 20-0-0 20-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 11 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:79 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and requir ' be installed during truss erection,in acco tyhR REACTIONS. All bearings 20-0-0. Installation guide. CO,\�(Ib)- Max Horz 2=71(LC 12)Max Uplift All uplift 100 lb or less atjoint(s)2,10,16,17,14,13 except 18=-112(LC 12),12=-112(LC 13) ( GINE 2y Max Gray All reactions 250 lb or less at joint(s)2,10,15,17,13 except 16=250(LC 19),18=327(LC 1), 89200 P E 14=250(LC 20),12=327(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- j: OREGON Cv� 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 1— ii �`9� 1 4,ZQN� �� (envelope)automatic zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 7-0-0,Comer(3)7-0-0 to 10-0-0,Exterior(2)13-0-0 to /1/ 'R , �Q. 18-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions 'V`'R R 10_ 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 EXPIRES: 12/31/2017 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. t�►+E LL & 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,1 0 WAS,. `t 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will i –� �'�' fit between the bottom chord and any other members. Aik 11)A plate rating reduction of 20%has been applied for the green lumber members. ,..-4,0,.„ow, dims 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,16,17,14,13 -Z except(jt=lb)18=112,12=112. 13)"Fix heels only”Member end fixity model was used in the analysis and design of this truss. 4 /g, Lk, n51398 0.{, ��GISTEg� �s,SIONAL t�G February 14,2017 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 �K 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 Wok' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANBUTPII 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 S Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849136 B1700285 Y02 Common 5 1 Job Reference(optional "— Pro-Budd Beaverton Truss, Beaverton,OR 97005 7.640 a Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:33 2017 Page 1 ID:tlt6JzAhGKLeTtoC85kslUzlUfJ-1 Fw2hvM4CsAgnIOuVURCQJ7BppgygxJllr6alGzIUOi -1-0-0 1 5-0-0 I 10-0-0 I 15-0-0 I 20-0-0 121-0-0 i 1-0-0 5-0-0 5-0-0 5-0-0 5-0-0 1-0-0 Scale=1:36.1 4x4 = 4 4.00 112 MI 13 2x4 �� 12 14 2x4"i 3 1 5 4r 4-- V 10 15 6 2 Fill rv v Iv G 9 8 Ilho- 3x6= 3x4 = 3x4= 3x6 = I 6-8-0 I 13-4-0 I 20-0-0 I 6-8-0 6-8-0 6-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.08 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.23 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.05 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix) Weight:79 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and requires• - - - , be installed during truss erection,in acco-z,j,.•-ehR Installation guide. is REACTIONS. (Ib/size) 2=899/0-5-8,6=899/0-5-8 �C 8NG1920QPE NEER U/p Max Horz 2=-71(LC 17) �� - <" Max Uplift2=-264(LC 8),6=-264(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1950/488,3-10=-1909/499,3-11=-1682/409,11-12=-1639/413,4-12=-1621/420, 4-13=-1621/420,13-14=-1639/413,5-14=-1682/409,5-15=-1909/499,6-15=-1950/488 BOT CHORD 2-9=-447/1798,8-9=-216/1164,6-8=-405/1798 • WEBS 4-8=-116/591,5-8=-420/241,4-9=-116/591,3-9=-420/240 y it_OREGON.ts ,`4i NOTES- /O 9 y 14,20,p-}` 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 4iR RIO- (envelope) L-(envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2)7-0-0 to 10-0-0,Interior(1)13-0-0 to 18-0-0 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 EXPIRES: —1-2/3112E117 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will RRILL fit between the bottom chord and any other members. wA� A 7)A plate rating reduction of 20%has been applied for the green lumber members. 4 o T 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=264, OP, �, C> Ct'�6=264. ./..14.-.4.;:•-•"".t- O 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. L -/ -•41' �15„ 4,,,51398 ft ��, GCSTER ' -s, 'ZONAL V..\4C' February 14,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 —a Job Truss Truss Type Qty Ply PLH-2544 Sage C 81700285 ZO1 California Girder 2 1 K2849137 Job Reference(optional) ro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:34 2017 Page 1 I D:tIt6JzAhGKLeTtoC85ksl UzIUfJ-WSUQvFNizAIXPvz43CyRzXfMXD9N PRRuXVs71 iz1UOh 1 -1-0-0 1 3-4-14 p-10-151 6-1-1 i 6-7-2 1 10-0-0 i 11-0-0 1 1-0-0 3-4-14 0-6-1 2-2-2 0-6-1 3-4-14 1-0-0 Scale=1:20.4 Special 5x8 = Special 4x6 --z---.- 4.00112 9 10 ',1 v 2 — 5 V filov = 128 13 14 15 41 LUS24 LUS24 LUS24 LUS24 3x = 2x4 I I 3x4 = 3x6 = 3-4-14 3-4-14 6-7-2 1 10-0-0 3-2-4 3-4-14 Plate Offsets(X,Y)-- [3:0-5-4,0-1-4],[4:0-2-12.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 VertLL -0.05 7-8 >999 240 MT20 220/195 TCDLSnow=25.)0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.11 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight 39 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-10-5 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bra •-a . D PROF RQF MiTek recommends that Stabilizers a 1P be installed during truss erection,i -c�Z1— C �-.f1 ss/p Installation guide. ,� ?i' REACTIONS. (lb/size) 2=747/0-3-8,5=744/0-3-8 Max Horz 2=-26(LC 53) 89200PE pf Max Uplift2=-274(LC 6),5=-272(LC 7) Max Gray 2=891(LC 29),5=888(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O Cr TOP CHORD 2-3=-1852/539,3-9=-1690/535,9-10=-1690/535,10-11=-1690/535,4-11=-1690/535, "9 OREGON 4-5=-1844/534 L Nb` 1.0 BOT CHORD 2-12=-492/1711,8-12=-492/1711,8-13=-500/1698,13-14=-500/1698,7-14=-500/1698, /6 '1).' 14,7-Qi'1).' 7-15=-474/1704,5-15=-474/1704 /'1).'R R I O_ ej NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. _.$P.RJLL:14:C):6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. lr3"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 willa� ��WASfit between the bottom chord and any other members. / �, 8)A plate rating reduction of 20%has been applied for the green lumber members. ' ,�y +>� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=274, �s /`�'!`' 5=272. .a./ 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A i'`� 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-1251398 4,i from the left end to 7-11-4 to connect truss(es)to back face of bottom chord. 2A,,41 51398_,0 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)281 lb down and 175 lb up at s`CIONAL V. 3-10-fh11e5,and 281 lb down and 174 lb up at 6-0-5 on top chord. The design/selection of such connection device(s)is the responsibility Continued on page 2 February 14,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg 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 w8h 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 BCS1 Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 928110 *— Job Truss Truss Type Qty Ply PLH-2544 Sage C K2849137 B1700285 701 California Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:34 2017 Page 2 I D:tIt6JzAhG KLeTtoC85ksl UzIUfJ-WSUQvFNizAIXPvz43CyRzXfMXD9NPRRuXVs7lizIU0h NOTES- 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:9=-229(B)11=-229(B)12=-18(B)13=-18(B)14=-18(B)15=-18(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 PLH-2544 Sage C K2649138 B1700285 Z02 Common 10 1 Job Reference(optional) ro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Feb 13 16:48:34 2017 Page 1 I D:tIt6JzAhGKLeTtoC85ksl UzIUfJ-WSUQvFNizAIXPvz43CyRzXfONDBQPRCuXVs7lizlUOh 1 -1-0-0 5-0-0 10-0-0 11-0-0 5-0-0 1-0-0 Scale=1:22.4 4x4 = 3 4.00 112 rl ......iiiiiiiiiii 7 8 2 4 0 0 1 _ 5 q NIV v 6 NI 3x4 ---= 2x4 3x4= I 5-0-0 I 10-0-0 5-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.05 2-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:33 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and requir-• = be installed during truss erection,in acro.--iv- hR; yy.� REACTIONS. (lb/size) 2=481/0-3-8,4=481/0-3-8 Installation guide. s Max Horz 2=-39(LC 13) NG�NEF,� �p� Max Uplift2=-161(LC 8),4=-161(LC 9) 89200PE �r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-697/253,3-7=-638/258,3-8=-638/258,4-8=-697/253 BOT CHORD 2-6=-157/603,4-6=-157/603 �� NOTES- -j� OREGON 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 G/ 4, ..\O'�D` `` (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for Q 14,2 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i�f,w, P 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 vfiR R �-� 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=1b)2=161, _[�R�LL 4. 4=161. 1 1�„ q', 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. cWAS .`i>,Ckr�NAL �G tam February 14,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 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 budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTekx is always required for stability and to prevent collapse wag 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Da age or Personal Injury Center plate on joint unless x,y 6-4-8 dimensions shown in casixteenths st 3/4"' I I (Drawings not to scale) offsets are indicated. I'E Dimensions are in ft-in-sixteenths. irbi, Apply plates to both sides of truss 1 2 3 1. dditional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS d agonal or X-bracing,is always required. See BCSI. C7-2 c2-3 2. russ bracing must be designed by an engineer.For 0'-'16 IL111111* O ide truss spacing,individual lateral braces themselves U may require bracing,or alternative Tor I p bracing should be considered. _ O 3. Bever exceed the design loading shown and never 1.4110,1— O Ustack materials on inadequately braced trusses. 0 4. rovide copies of this truss design to the building For 4 x 2 orientation,locate C7_8 cs cs-s esigner,erection supervisor,property owner and plates 0 ' �'from outside BOTTOM CHORDS II other interested parties. edge of truss. 8 7 6 5 5. ut 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 l9cations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT tie environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Ulnless otherwise noted,moisture content of lumber software or upon request. Shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. lJnless expressly noted,this design is not applicable for PLATE SIZE se with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10. amber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 sponsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 mber for dead load deflection. the length parallel to slots. 11. late type,size,orientation and location dimensions i dicated 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 (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16. o not cut or alter truss member or plate without prior �pproval of an engineer. tiiiMO reaction section indicates joint number where bearings occur. 17. nstall and load vertically unless indicated otherwise. Min size shown is for crushing only. MIN MIN 18. se of green or treated lumber may pose unacceptable ►— nvironmental,health or performance risks.Consult with •rojed engineer before use. Industry Standards: WI ANSIlTPI1: National Design Specification for Metal 19.Review allrportions of this designv (fng pictures l wordse Plate Connected Wood Truss Construction. nd pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, F/I iT■e I20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. • Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015