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Plans /207q -51tJ cseng,6€1,& lak tie msr2c6- oo2y6-- MIMI Mil mmt M iTe k' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 1811941 David Weekley- SB15 - 789IA The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Builders FirstSource(Beaverton,OR). Pages or sheets covered by this seal: K6328102 thru K6328122 My license renewal date for the state of Oregon is December 31,2019. ��EO PROpe, 7GLN \9 89200PE OREGON 4, 14, 2(‘ Q"}` _ RRIO- • July 1,2019 Baxter,David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Oty P_.. David ey__ 8 a yp y Ply David Weekley-S615-7891A K6328102 1811941 A01 GABLE 1 1 I ...._ Job Reference_(optional)........ ProBuild West, Beaverton,OR-97005 8.240 s Jun 8 2019 MiTek Industries,Inc Mon Jul 1 15:43:41 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PIejKyNFtp-UglkOWMIQB?dHgXLhPHudvj WoIES?cJRaN?ac1 zOOKO -1-4- 25-0-0 I 49-10-8 -4-0 25-0-0 ___-- ____--- - 24-10-8 Scale=1:87.7 Conn.375(Ib) 5.00 112 8844 20 2122 23 24 83 18 -�` -.,, 1811.,,-..-± a Rlagk25 26 85 3x6 = 15 17 F N epf'ltn. 27 3x6 14 _ 1 /7¢r'i4 9 r 28 86 13 1 1 29 30 12 1 "a31 11 11 %� I ,32 i 33 7 8 1 , a F ,, I.:I ,35 :� I 4 to 823 - 1 �. 39 .1 2 ---1-8 -1 1 .: t ai. 40 87 42 4x8 IIII, 81 80 79 78 77 78 75 74 73 72 71 70 69 68 6766 65 64 63 621 5960 5658 5755 54 53 52 51 50 49 48 47 46 45 44 43 4x6 :::.. Conn.375(Ib) 4x6 = 4x12 II 49-10-8 49-10-8 ......... Plate Offsets(X,Y)- (14:0-2-2,0-1-8],[30:0-2-2,0-1-81[42:0-5-8,Edgej,[42:0-0-1.2,0-7-4142:0-0-6,0-0-14],[67:0-2-0,0-2-0j LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in loc I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 1 n/r 90 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 42 n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix-SH Weight:609 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G*Except* WEBS 1 Row at midpt 21-63,23-61,20-64,19-65,18-66,17-68, 21-63,23-61:2x4 DF No.1&Btr G 24-60,25-59,26-58,27-56 WEDGE Right:2x4 DF Std-G REACTIONS. All bearings 49-10-8. (Ib)- Max Horz 2=160(LC 16) Max Uplift All uplift 100 lb or less at joint(s)2,64,65,66,68,69,70,71,72, 73,74,75,76,77,78,79,80,81,60,59,58,56,55,54,53,52,51,50, 49,48,47,46,45,44,43 Max Gray All reactions 250 lb or less at joint(s)22,2,42,63,61,64,65,66,68, 69,70,71,72,73,74,75,76,77,78,79,80,81,60,59,58,56,55,54, 53,52,51,50,49,48,47,46,45,44,43 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-0-0,Exterior(2)22-0-0 to 28-0-0, Interior(1)28-0-0 to 46-10-8,Exterior(2)46-10-8 to 49-10-8 zone;cantilever left and right exposed;end vertical left and right OCI P R Qf, 1 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 tr 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 Gj �NGINEE9 "a Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,7 /L 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 4/ • 4)Unbalanced snow loads have been considered for this design. (t' .92 OP 5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / r non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)All additional member connections shall be provided by others for forces as indicated. 8)Gable requires continuous bottom chord bearing. 'y OREGON 44// 9)Gable studs spaced at 1-4-0 oc. 4_ 4, h e< 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. iQ ilk 14, (2.°N e# 11)*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. FR R l L`• 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,64,65,66,68, EXPIRES: 12-31-2019 69,70,71,72,73,74,75,76,77,78,79,80,81,60,59,58,56,55,54,53,52,51,50,49,48,47,46,45,44,43. July 1,2019 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 QtyPly Job Truss Truss Type Qt David WeekleySB15-7891A r t I K6328103 1811941 A02 !Common 1 1 ....._Job Reference(optional)...... ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:43:43 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PlejKyNFtp-QDQUpCjZyoGLW8hkpgJMjKokOZo5TQ0k1 hUghwzOOK_ -1-4-0 6-3-0 { ____12-7-8 { 18-5-6 + 25-0-0 _______+ 31-6-8 I 37-4-1 - -i 43-7-11 { 49-10-8 ______I 4-0 6-3-0 6-4-8 5-9-15 6-6-9 6-6-9 5-9-9 6-3-10 6-2-13 Scale=1:83.6 5x6 5.00 112 7 28 AZ':....,., 29 3x6 \—� 3x8 ==.::- 3x6 - 3x6 68 27 30 5 9 �.\ 3x8 4— `�ti 10 2x4 V� i'll �� , \ 2x4 2 19 32 33 18 40 34 17 3516 36 15 37 1441 38 39 13 4x4 ._.__ 4x4 5x8 ::: 4x8 5x6 r:.- 4x4 r:.- 4x4 5x10 . 5x8 - 8-0-116-1-13 25-0-0 33-10-0 41-114 49-10-8 8-0-1 !......... .8-1.-11--- ......... } _.._... 8 10-3 -._.---_.I ..._..... 8-10.1...... .........t .....____8-1-4 4_ _........_ i......... 7-114 .............i Plate Offsets(X,Y)7- (2:0-0-0,0.1-51,[12:0-0-0,0-1-61 ........ LOADING (psf) SPACING- 2-0-0 f CSI DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.30 16-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.73 16-18 >818 180 TCDL 7.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.18 12 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:294 lb FT—20 BCDL10.0 — /o o LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-16,8-16 7-16:2x4 DF No.1&Btr G WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 2=2181/0-5-8,12=2094/0-4-0 Max Horz 2=165(LC 12) Max Uplift 2=-235(LC 12),12=-207(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4377/440,34=-4177/429,4-6=-3620/394,6-7=-2754/371,7-8=-2754/371, 8-10=-3608/397,10-11=-4120/429,11-12=-4314/436 BOT CHORD 2-19=502/3956,18-19=-378/3569,16-18=255/3077,14-16=-178/3070,13-14=-245/3545, 12-13=-349/3893 WEBS 3-19=-318/174,4-19=-46/357,4-18=-549/193,6-18=-69/768,6-16=-1148/246, 7-16=-115/1704,8-16=-1156/245,8-14=-68/756,10-14=-529/192,10-13=-47/313, 11-13=-305/173 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; o. O P R Op e, (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-0-0,Exterior(2)22-0-0 to 28-0-0, `<(,�` �ss Interior(1)28-0-0 to 46-10-8,Exterior(2)46-1D-8 to 49-10-8 zone;cantilever left and right exposed;end vertical left and right Gj !NG t N E6C� �� 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=1.10 �� 89200PE - 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ,I 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 42 . 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 Cit CC will fit between the bottom chord and any other members,with BCDL=10.0psf. y AA__OREGON , LC, 7)A plate rating reduction of 20%has been applied for the green lumber members. li "7 • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /O -/fr 14 � 4 2=235,12=207. A. - ' 2-°':2-,;''9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum '+7`R R I sheetrock be applied directly to the bottom chord. EXPIRES: 12-31-2019 July 1,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. ee. Design valid for use ony with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notmil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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* i Truss ___-- Truss Type Qty Ply 'David Weekley-SB15-7891A 1811941 A03 Roof Special 5 1 K6328104 .......... ......... ._....... ......... _ _____ _ Job ( Reference o 111.._ Ptional Industries, Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Feb 11 2019 MiTek Inc. Mon Jul 1 14:08:21 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PlejKyNFtp-yM5SuXfDsCT12Tf7Y6Wxh?OJGLFumoQHveVuYFzONyu -1;1-44-00+.2-6-03.41 9-6-8 13-10-0 t5-9-14 19-5-0 25-0-0 31-6-8 37-4-2 43-8-8 49-10-8 tt .... } ..... ' ......... ..._..F ............. .....�._ 4-- ....._...1._. __., 2-6-00-10.12 0.1-11 4-3-8 -11-14 3-7-2 5-7-0 6-6-9 5-9-10 6-4-6 6-2-0 Scale=1:87.7 L..___ 5x6 .:::. 5.00 12 7 3x6 .. 31 32 3x6 5x8 g --------s.---- ----- --z---- 8 3x6 30 33 ~``\�ti.. 9 •--=.- ‘,9t, 3x6 \ ;�\'� \ 10\. \ 2x4 3x6 \ �A 11 34 r ' \.4 ..',-\ Q .!� L h .i ao.1�?L= '.f 1. ... ..---- ..._ F.-_. I ti:... .--- \"` ... :EE .... ..... 4%7 ..... ... � ' lab 1.. 22 21 20 19 18 17 35 16 36 15 37 14 38 39 13 t; d 2x4 II 4x4 ::::: 8x8 = 54 -:= 4x4 4x4 ..... 5x10 ::.:: 8x12 5x12 II 4x8 .-., 4x8 I I 4x4 I I 5x12 11 2-6-0.374-1 ._6-9-3 9-6-8 13-10-0 I15-9-14 19-5-0 25-0-0 ..._._.._ 33-10-1 41-11-7 49-10-8 ' 2-6-00-10.12 3-4-7 { 2-9-4 1 4-3-8 1-11-141 3-7 -2 ' 5-7-0 7 0 { ...._... 8-10-1........-- -....{..... ....&1$ ......... 7-11-1 ....... ......... Plate Offsets(X,Y)— [2:0-2-1,0-3-41,15:0-2-8,0-3-4[12:0-0-0,0-1-4[17:0-9-4,0-2-81,118:0-9-8,0-2-5],[19:0-3-15,11-7-61[19:0-1-10,0-3-10]..............................................................................................._.............................................. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 Ltd PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.32 16-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.77 16-17 >775 180 TCDL 7.0 Rep Stress lncr YES WB 0.87 Horz(CT) 0.27 12 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:328 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-16,8-16 7-16:2x4 DF No.1&Btr G WEDGE Right:2x4 HF No.2 REACTIONS. (lb/size) 2=2164/0-5-8 (min.0-2-2),12=2083/0-4-0 (min.0-2-1) Max Horz 2=165(LC 16) Max Uplift 2=-251(LC 12),12=-207(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5147/552,3-4=-4660/461,4-5=-3806/385,5-30=-3326/384,6-30=-3249/394, 6-31=-2710/363,7-31=-2646/373,7-32=-2641/370,8-32=-2728/361,8-33=-3454/393, 9-33=-3501/390,9-10=-3583/376,10-11=-4095/427,11-34=4198/437,12-344-4294/420 BOT CHORD 2-22=-649/4813,21-22=-649/4813,20-21=-649/4813,19-20=-479/4238,18-19=-481/4219, 17-18=-306/3422,17-35=-226/3015,16-35=-228/3011,16-36=-175/3047,15-36=-175/3047, 15-37=-175/3047,14-37=-175/3047,14-38=-242/3523,38-39=-242/3523, 13-39=-242/3523,12-13=-351/3875 WEBS 4-20=0/442,6-17=-110/831,6-16=-1226/231,7-16=-122/1638,8-16=-1156/243, 8-14=-65/755,10-14=-530/193,10-13=-46/311,11-13=-305/174,3-20=-587/173, 5-18=-46/659,4-18=-953/205,5-17=891/176 6,<C 0.0 PR OFFS NOTES- \C e \G I N EF '5 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; C? v`_ •9 * MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-4-7,Interior(1)1-4-7 to 22-0-0,Exterior(2)22-0-0 to 28-0-0, �y -9 Interior(1)28-0-0 to 46-10-8,Exterior(2)46-10-8 to 49-10-8 zone;cantilever left and right exposed;end vertical left and right '� 89200 P E f exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / / 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 / 3)Unbalanced snow loads have been considered for this design. 1.._ 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 0 Cr non-concurrent with other live loads. A_OREGON Li 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L "� \1 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 i0 '9 k 1 4 2© - . will fit between the bottom chord and any other members,with BCDL=10.Opsf. ' {yQ` 7)A plate rating reduction of 20%has been applied for the green lumber members. ' R R I _s- v 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 251 lb uplift at joint 2 and 207 lb uplift at joint 12. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. EXPIRES: 12-31-2019 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum July 1,2019 sheetrock be applied directly to the bottom chord. � 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 p 'i 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/TP/1 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 TDavid Weekley SB15-7891A ' K6328105 1811941 A04 Common 7 1 I Job_Reference..(optional)..._............................................................................................................................ ........... . ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:43:46 2019 Page 1 I D:WgSHbXw6wjwZdP9N3PIejKyNFtp-goSdRDIRFjewNbPJ Uys3KyQCbmkbgnlAjfiLH EzOOJx -1-4-0 6-3-0 12-7-8 } 18-5-6 I 25-0-0 i 31-6-8 I 37-4-1 I 43-7-11 I 49-10-8 ____I -4-0 6-3-0 6-4-8 5-9-15 66-10 6-6-8 5-9-9 6-3-10 6-2-13 Scale=1:84.1 5x6 5.00 12 7 3x6 3x6 < ,.,\ 8x6 .=,-, 3x6 22 6 25 5 2x4 \\ i . / ',, \\41/ \O 4x8 g // 26 d•„ d 4x8 20 27 28 19 29 18 30 17 31 16 32 15 33 34 14 13 4x12 II 4x4 ___:: 4x4 4x6 ::::: 4x8 4x6 4x4 :_- 4x4 3x4 8-0-1 16-1-13 _ 33-10-0 _,. --j. - 41-11-4 45-1-4 . 49-10-8 I- 1I I t 8-0-1 8-1-11 17-8-4 8-1-4 3-2-0 4-9-4 -------------- ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ .... .. Plate Offsets(X,Y)-- 12:0-0-13,0-1-121,[12:0-0-6,0-0-141,(1.2:0-0-12,0-7-71 (12:0-5-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.20 17-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(CT) -0.49 17-19 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.55 Horz(CT) 0.14 13 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix SH i Weight:297 lb FT=20% 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. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G*Except* 6-0-0 oc bracing:12-13. 7-17:2x4 DF No.1&Btr G WEBS 1 Row at midpt 6-17,8-17,8-15,10-14 WEDGE Left:2x4 SP No.3,Right:2x4 DF Std-G REACTIONS. (lb/size) 2=1971/0-5-8,13=2299/0-5-8 Max Horz 2=160(LC 12) Max Uplift 2=-231(LC 12),13=-228(LC 13) Max Gray 2=1987(LC 19),13=2299(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3876/414,3-4=-3683/410,4-6=-3063/352,6-7=-2190/300,7-8=-2191/300, 8-10=-2453/261,10-11=-1540/181,11-12=-205/464 BOT CHORD 2-20=-470/3426,19-20=-351/3056,17-19=-230/2592,15-17=-85/2200,14-15=-82/2093, 13-14=-34/753,12-13=-340/223 WEBS 4-20=-49/417,4-19=-557/192,6-19=-63/722,6-17=-1133/245,8-17=-618/193, 7-17=-95/1292,10-15=0/320,10-14=-1170/183,11-14=-40/1139,11-13=-2370/298 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; €cp P R OFF MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-0-0,Exterior(2)22-0-0 to 28-0-0, � ss Interior(1)28-0-0 to 46-10-8,Exterior(2)46-10-8 to 49-10-8 zone;cantilever left and right exposed;end vertical left and right �C; ? G t NEER /2 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60N '� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 �� 89200P E 9)' 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. - - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - mom 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 • CC will fit between the bottom chord and any other members,with BCDL=10.Opsf. y A-4 �OREGON 7)A plate rating reduction of 20%has been applied for the green lumber members. L- A. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /0 '9 k 14, 20 QP . 2=231,13=228. ' RRIl.1- EXPIRES: 12-31-2019 July 1,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/F7473 rev.10/03/2015 BEFORE USE. lilt ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '........ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated 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 ANSUTPI1 Quality Criteria,OSS-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 t �Truss I Truss Type LY............._TP I Y D wd ee le -SB15-7891A K6328106 1811941 'A05 (Common 2 1 Job Reference(optional).. .. ..... . . Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Feb 11 2019 MiTek Industries,Inc.cMonn 1 Jul 1 14:06:53 2019 Page 1 ID:WgS HbXw6wjwZdP9N3PIejKyNFtp-XQnBQRbOb9OXVywCOdx17SNHatHi91 TKgyBETLz00_G -1-4-0.........._........._6-3-.._......................e......_....._...._12-7-8............._..........................._18-5-6.............................._............_25-0-x...._.._....- - - - 31-18 31. 8 37-4-1 43-7-11 50-0-0 1-4 -16 6-3-0 6-4-8 1 5-9-15 6-6-10 -...._1..................6-1.$............._._0_ ...................5-9-g.......................1......................fi-3_10......_...............}....................._.6-45_...................... -4-0 Scale=1:84.0 5x8 . 5.00 112 7 3x6 3x6 -- 24 .{.. \`\\ 25 10x10 23 6 8 26 3x6 C� 3x8 ---yr\:\ `~' �. 3x6 2x4 2x4 22 \V V\ vA 2 4x6 1, 21 28 29 20 30 19 31 18 17 16 32 33 15 34 35 14 4x6 - 4x4 ::: 4x4 :::= 4x6 ::::. 5x12 = 4x6 11: 4x4 �:::- 4x4 =:::: 3x4 /I 8-0-1 16-1-13 29-3-4 33-10-0 4111-4 451-4 50-0-0 i -._.__ 8-0-1----- -.._.1....._ .8-1 11 ._..... l ......... ......... 13-1-7....... ..... ......__. 1-----4-6-12-_.....1 _..__.5-1-4 ...._.._ _i32-0 32 0 _(__.__4-10-12..._._._._.{ Plate Offsets(X,Y)— 18:0-5-0,0-2-81____ LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TO 0.58 Vert(LL) -0.09 18-20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.23 18-20 >999 180 TCDL 7.0 Rep Stress Ina- YES WB 0.76 Horz(CT) 0.03 12 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-SH Weight:305 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD 2x6 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-18,7-18,8-17 7-18:2x4 DF No.1&Btr G REACTIONS. (lb/size) 2=1133/0-5-8 (min.0-1-8),12=705/0-5-8 (min.0-1-8),17=2523/0-5-8 (min.0-2-8) Max Horz 2=92(LC 12) Max Uplift 2=-34(LC 12),12=-40(LC 13) Max Gray 2=1243(LC 19),12=794(LC 20),17=2523(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-2166/140,3-22=-2091/159,3-4=1958/161,4-5=-1238/142,5-23=-1120/155, 6-23=-1101/159,6-24=-283/127,8-26=0/307,9-26=0/298,9-10=-109/251,10-11=-934/77, 11-27=-996/74,12-270-1147/54 BOT CHORD 2-21=-98/1885,21-28=-44/1397,28-29=-44/1397,20-290.44/1397,20-30=0/890, 19-30=0/890,19-31=0/890,18-31=0/890,17-18=-1048/214,16-17=-352/141, 16-32=-352/141,32-33=-352/141,15-33=-352/141,15-34=-59/377,34-35=-59/377, 14-35=-59/377,12-14=-14/965 WEBS 3-21=-290/123,4-21=-1/531,4-20=-608/121,6-20=-1/798,6-18=-1207/147, 7-18=-431/60,8-15=-9/638,10-15=-647/119,10-14=-6/648,11-14=-345/128, 8-18=-96/1712,8-17=-2415/241 D NOTES- -c\1 0 PROFFss 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; \CO` NGINE. /'o MWFRS(envelope)interior zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-0-0,Exterior(2)22-0-0 to 28-0-0, C ' R /L, Interior(1)28-0-0 to 48-4-0,Exterior(2)48-4-0 to 51-4-0 zone;cantilever left and right exposed;end vertical left and right -9 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 89200P E r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs - /IPP' • ----, non-concurrent with other live loads. CI Cr 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A_OREGON 4i 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 L 4, ,\D` will fit between the bottom chord and any other members,with BCDL=10.Opsf. /O '1), 14 24 -�- 7)A plate rating reduction of 20%has been applied for the green lumber members. A * fiQ` 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 2 and 40 lb uplift at f •RR 1O„ v joint 12. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. EXPI RES: 12-31-2019 July 1,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the , fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job t Truss Truss Type Oty Ply David Weekley-SB15-7891A K6328107 1811941 A06 Common 3 1 Job Reference(optional) 1 Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8240 s Feb 11 2019 MiTek Industries,Inc. Mon Jul 1 14:06:11 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PlejKyNFtp-mLFJb45gUF5USVj8wpBSObd7ExznJ2j80P00_nzOO_w 9-0-10 14-11-521-6 0 28-0-9 __3.3-10-12_.........._...... 1 399-11 46-6-0 47-10-0 9 0-10 5-10-11 I..... 6-6-10 6-6-10 5-10-3 5-10-15 6-8-5 -4-0 Scale=1:81.6 5x8 5.00 112 5 26 27 3x6 10x10 :, 3x6 3x8 3x6 % 3 25 J.\ 7 3x6 \. \`. ,// \ w 2x4 1 7x1OMT18HS - 24 �' ! A, 1 �/ /� -_„, ` 9 ,, / i 28 lx+ �, 1 a. Ch : �X y :. 10.01� '.111 LT 20 19 29 30 18 31 17 32 16 15 14 33 34 13 35 36 12 3x4 II 4x6 1,. 4x4 = 4x6 5x8 = 4x6 1, 4x4 = 4x4 :::- 4x6 :::::. 2x4 1, 4-7-2 12-7-8 21-6-0 25-9-4 30-4-4 38-6-5 46-6-0 I I 4-7-2 __-- 8-0-6 8-10-8 4-3-4 4-7-0 8-2-1 7-11-11 iiiPlate Offsets(X,Y) [1:Edge,0-2-0],[6:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 ( Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.07 16-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.17 16-18 >999 180 MT18HS 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.65 Horz(CT) 0.02 10 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:294 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 4-16,5-16,6-15 5-16,1-20:2x4 DF No.1&Btr G WEDGE Right:2x4 HF No.2 REACTIONS. (lb/size) 20=960/0-5-8 (min.0-1-8),10=822/0-5-8 (min.0-1-8),15=2197/0-5-8 (min.0-2-3) Max Horz 20=-166(LC 17) Max Uplift 20=-126(LC 12),10=-128(LC 13),15=-184(LC 13) Max Gray 20=1096(LC 19),10=852(LC 20),15=2197(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1198/103,2-24=-1091/122,2-3=-1210/182,3-25=-1090/196,4-25=-1072/199, 4-26=-467/143,5-26=-319/153,5-27=-287/154,6-27=-355/144,7-8=-275/91, 8-9=-1120/196,9-28=-1206/181,10-28=-1285/163,1-20=-1038/132 BOT CHORD 19-20=-165/264,19-29=-196/1215,29-30=-196/1215,18-30=-196/1215,18-31=-85/913, 17-31=-85/913,17-32=-85/913,16-32=-85/913,15-16=-677/218,13-35=0/534, 35-36=0/534,12-36=0/534,10-12=-95/1113 WEBS 2-19=-322/101,2-18=-373/181,4-18=-46/604,4-16=-967/209,5-16=-362/56, 6-16=-106/1334,6-13=-74/656,8-13=-643/194,8-12=-83/665,9-12=-374/176, 1-19=0/872,6-15=-2104/221 `��D P R OFFS NOTES- �5� 04GINFF s/O 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; C? v T 7 MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 18-6-0,Exterior(2)18-6-0 to 24-6-0, <y -f7 Interior(1)24-6-0 to 44-10-0,Exterior(2)44-10-0 to 47-10-0 zone;cantilever left and right exposed;end vertical left and right C . 89200 P E r 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=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs vil CC non-concurrent with other live loads. OREGON l(/ 5)All plates are MT20 plates unless otherwise indicated. L„ 4w —�- tl de 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. lO '9 y 14, 2° 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 A ill - elQ' will fit between the bottom chord and any other members,with BCDL=10.0psf. 'vl R R 10- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 20,128 lb uplift at joint 10 and 184 lb uplift at joint 15. EXPIRES: 12-31-2019 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. July 1,2019 11)This truss design requires that a minimum of 7/16”structural wood sheathing be applied directly to the top chord and 1/2"gypsum 1 VVl rt.nucil'mrr pag0`CM"•-- --•'•--�••�••• A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. W. 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 '... Jobe r 'truss Truss Type Qty ---Ply David Weekley-SB15-7891A K6328107 1811941 A06 Common 3 1 Job Referencetional oP j ). — Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Feb 11 2019 MiTek Industries,Inc. Mon Jul 1 14:06:11 2019 Page 2 ID:WgSHbXw6wjwZdP9N3PIejKyNFtp-mLFJb45gUF5USVj8wpBSQbd7ExznJ2j80P00_nz00_w 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 11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 Oty Ply David Weekley-SB15.7891A I K6328108 1811941 A07 Common 2 1 Job Reference(optional) (P Builders FirstSource/ProBuild Beaverton Truss.Beaverton,OR 97005 8.240 s Feb 11 2019 MiTek Industries,Inc.Mon Jul 1 14:05:08 2019 Page 1 ID:WgSHbXw6wjwZdP9N3P IejKyNFtp-6DxUNXK9Jv9QPpP 1 k4YhNJ WM8YT32ZFtW6FBGxz0O?v 9-0-10 ....... 1.... 14-1.t-5 21-6-0 28-0-9 33-10-12 39-9-11 46-2-14 .............. 1 9-0-10 5-10-11 6-6-10 6-6-10 5-10-3 5-10-15 6-5-3 Scale=1:80.8 5x8 :. 5.00 (12 5 25 --1...1-;--, 26 10x10 3x6 -- 3x8 �`--,,, 3x6 3 24 4 %�� l //z°'...._ 7 3x8 - -- 11�� ;S �::,, 3x6 2 \— 8 :k �� I 11 \� j \ 2x4 7x10 MT18HS 23 ..- - � �/ .� e . i lei �� 27 �. .. {' _. - ___- TM's [¢.l : f'p ...__. v'tT -- _I r _-_ .... __ -::' !::.L ig 0 19 18 28 29 17 30 16 31 15 1332 33 12 34 35 11 3x4 4x6 = 4x4 ::::: 4x6 -.-:.-.-: 5x8 :::::. 4x6 -::::: 4x4 =: 4x4 :_= 5x8 II 2x4 /i 4-7-2 12-7-8 25-9-4 30-4-4 38-6-5 46-2-14 4-7-2 8-0-6 13-1-12 4-7-0 8-2-1 7-8-9 Plate Offsets(X,Y)- .1:Edge,0-2-Oj,[6:0-4 0,0-3-0],[10:0-0-0,0-0-1],[10:0-0-1,0-5 13][10:Edge,0-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.07 15-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.17 15-17 >999 180 MT18HS 220/195 BCLTCDL L 0.0 Rep Stress lncr YES WB 0.64 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code IBC201571712014 Matrix-AS Weight:292 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G`Except* WEBS 1 Row at midpt 4-15,5-15,6-14 5-15,1-19:2x4 DF No.1&Btr G WEDGE Right:2x4 DF Std-G REACTIONS. (lb/size) 19=969/0-5-8 (min.0-1-8),10=734/Mechanical,14=2169/0-5-8 (min.0-2-3) Max Horz 19=-148(LC 17) Max Uplift 19=-126(LC 12),10=-99(LC 13),14=-183(LC 13) Max Gray 19=1092(LC 18),10=764(LC 19),14=2169(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1193/102,2-23=-1086/121,2-3=-1202/181,3-24=-1076/195,4-24=-1070/198, 4-25=-470/145,5-25=-324/154,5-26=-293/155,6-26=-360/145,7-8=-301/92, 8-9=-1112/195,9-27=-1134/180,10-27=-1259/169,1-19=-1034/131 BOT CHORD 18-19=-174/250,18-28=-205/1209,28-29=-205/1209,17-29=-205/1209,17-30=-94/907, 16-30=-94/907,16-31=-94/907,15-31=-94/907,14-15=-643/197,12-34=0/551, 34-35=0/551,11-35=0/551,10-11=-111/1099 WEBS 2-18=-320/101,2-17=-370/181,4-17=-46/602,4-15=-948/210,6-15=-107/1305, 5-15=-346/55,6-12=-74/651,8-12=-632/195,8-11=-80/631,9-11=-354/168,1-18=0/867, 6-14=-2077/222 'C Q°p P R OFFss NOTES- ACO` �(j,INE- /6 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; •Y .. MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 18-6-0,Exterior(2)18-6-0 to 24-6-0, <(/ "Y_,... Interior(1)24-6-0 to 43-2-14,Exterior(2)43-2-14 to 46-2-14 zone;cantilever left and right exposed;end vertical left and right '" 89200PE 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=1.10 3)Unbalanced snow loads have been considered for this design. - _ . 4)All plates are MT20 plates unless otherwise indicated. 0 Cr 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON Li 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4.. 4 kb' ,t will fit between the bottom chord and any other members,with BCDL=10.Opsf. /O 'Q y' A 20 4 7)A plate rating reduction of 20%has been applied for the green lumber members. ,f I p ' �P 8)Refer to girder(s)for truss to truss connections. �rl R I LA' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 19,99 lb uplift at joint 10 and 183 lb uplift at joint 14. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. EXPIRES: 12-31-2019 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum July 1,2019 sheetrock be applied directly to the bottom chord. it1AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10y03/2015 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 MIS**ek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI'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 Jobs , Truss 'Truss Type Clty Ply 'David Weekley-SB15-7891A K6328109 1811941 A08 (Common 7 1 1 I 'Job Reference(optional)- Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Feb 11 2019 MTek Industries,Inc.Mon Jul 1 14:04:13 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PIejKyNFtp-De6igkffG?DDIMhS013neikxyNhlfgOnt3Rmrdz000m -1-4-01 6-3-0 II l 12-7-8 -__I 18-5-6 25-0-0 __ 31-6-8 37-4-1 ____....._43-7-11 ..._49-8-14 1-4-0 6-3-0 6-4-8 5-9-15 6-6-10 6-6-8 5-9-9 6-3-10 6-1-3 Scale=1:83.5 5x8 :_- 5.00 112 7 --A1--,-- 356 '_€1-- 24 3x6 ., 3x6 23 ( ` 10x10 8 3x6 22 �- 1--. a"� 93x8 // ..,., 5- 2x4 `�� IsY � 2x4 g \V ----.1:::-„,,,, 11 26 21 \ \ // /, \ �. 12 dif -- � _... ..... - --... _ 01 1,,�� 4x6 20 27 28 19 29 18 30 17 18 15 31 32 14 33 34 13 5x8 II 4x4 ::::. 4x4 ::::: 4x6 ::::: 5x12 4x8 :::::: 454 :::::: 4x4 ::::: 3x4 /1 8-0-1161-13 29-3-4 33-10-0 41-11-4 49-8-14 I ......... 8-0-1 ..__. -..-.}....... ..........8-1-11 ---_. I ___. ----- 13-1-7---_ ____. ____f.......__4 -12 ......I ......... 8 1-4 ....__ f......... 7.9-10 ----._......___I Plate Offsets(X,Y)- 18:0-5-0,0-2-81 12:0-0-0,0-0-1, 12:0-0-1,0-5-13, 12:Ed e,0-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.09 17-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.22 17-19 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.03 12 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-SH Weight:303 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G*Except' WEBS 1 Row at midpt 6-17,7-17,8-16 7-17:2x4 DF No.1&Btr G WEDGE Right:2x4 DF Std-G REACTIONS. (lb/size) 2=113.4/0-5-8 (min.0-1-8),12=598/Mechanical,16=2522/0-5-8 (min.0-2-8) Max Horz 2=160(LC 12) Max Uplift 2=-165(LC 12),12=-98(LC 13),16=-182(LC 13) Max Gray 2=1235(LC 19),12=687(LC 20),16=2522(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-2150/243,3-21=-2074/262,3-4=-1942/257,4-5=-1220/172,5-22=-1095/186, 6-22=-1089/189,6-23=-277/121,8-25=-4/302,9-25=-5/293,10-11=-944/185, 11-26=-1005/187,12-26=-1155/176 BOT CHORD 2-20=-333/1870,20-27=-202/1381,27-28=-202/1381,19-28=-202/1381,19-29=-79/874, 18-29=-79/874,18-30=-79/874,17-30=-79/874,16-17=-1045/215,15-16=-348/147, 15-31=-348/147,31-32=-348/147,14-32=-348/147,14-33=-54/383,33-34=-54/383, 13-34=-54/383,12-13=-112/971 WEBS 3-20=-290/169,4-20=-60/531,4-19=-608/197,6-19=-65/798,6-17=1187/247, 8-17=-163/1691,7-17=-428/65,8-14=-75/638,10-14=-6511195,10-13=-70/656, 11-13=-341/173,8-16=-2413/250 `�`t��NG�N� F61.0 NOTES- /L 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; �(f f� -r! MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-0-0,Exterior(2)22-0-0 to 28-0-0, =9200P '� Interior(1)28-0-0 to 46-8-2,Exterior(2)46-8-2 to 49-8-2 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=1.10 -4 . r111P• 3)Unbalanced snow loads have been considered for this design. Cl 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs OREGON e/�non-concurrent with other five loads. L ,�D,5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /6 '9y1Ar 2� -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 �A will fit between the bottom chord and any other members,with BCDL=10.0psf. `SFR R 11.\-• 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 165 lb uplift at joint 2,98 lb uplift at joint EXPIRES: 12-31-2019 12 and 182 lb uplift at joint 16. July 1,2019 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job (Truss iTruss Type Qty Ply David Weekley-SB15-7891A 1 ' ` 1 K6328110 j 1811941 'A09 ;GABLE 1 1 Job Reference(optional)....... ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:43:57 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PlejKyNFtp-OvGnl_tLf60MCH IQdmZeHHNFmChAIrGoFttO96z0OJm -1-4-p t - 25-0-0 } _ ._....... 49-8-14 ----- ----- ----- -_ -4-0 25-0-0 24-8-14 Scale=1:85.4 5.00 12_. 5x6 '::` 20 2122 23 24 Sheet Front l ,,, 25 Full Sheathing is , -;S f• 18 26 84 1 Ply 7/16"4x9 OSB 3x6 15 17 J i/ ''1- 27 3x8 1482 .pl 14.-1:.-:-:.:}1-::-1:1,1,,:-,1,1-::-:;. .- 28 ' P9 85 13 rk' 0': { i' � 30 12 j 31 11.:,14.,•:,,1.//1,1'-',1:-1-. 9 19 + q s` 33 8 (( :1t :1•::<:-•:-::'•::•••• K r � . N >- 3637 6 7 38 5 �, i i \ 39 81 ' 0 3 1 /41 .71.:::.::: 1LL 4 41 8e 42 2 -:::-:::--.1<:::::,:1::::::::;:,,;:::,11:::::. . l P 1 I k'..t IT,a 4.6 = 80 79 78 77 76 75 74 73 72 71 70 69 68 67 65 64 63 62 61 60 59 58 5J5 54 53 52 51 50 49 48 47 46 45 44 43 66 4.6 -:::: 57 4x12 4x6 --- ------ - --._..._.._ -._.._.__. 49-8-14 49-8-14 _...._.------ - ...._... Plate Offsets X,Y- 114;0-2-2,0-1-81,121:0-1-13,0-0-121,122:0-0-0,0-1-15], 23:0-1-13,0-0-12, 30:0-2-2,0-1-8, 42:0-5-8,Ed e, 42:0-0-0,0-0-1, 42:0-0-1,0-5-13 LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25 0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 1 n/r 90 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 1 n/r 120 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 42 n/a " n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-SH I Weight:757 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G*Except* WEBS 1 Row at midpt 21-62,23-61,20-63,19-64,18-65,17-67, 21-62,23-61:2x4 DF No.1&Btr G 24-60,25-59,26-58,27-56 WEDGE Right:2x4 DF Std-G REACTIONS. All bearings 49-8-14. (Ib)- Max Horz 2=160(LC 16) Max Uplift All uplift 100 lb or less at joint(s)2,63,64,65,67,68,69,70,71, 72,73,74,75,76,77,78,79,80,60,59,58,56,55,54,53,52,51,50, 49,48,47,46,45,44,43 Max Gray All reactions 250 lb or less at joint(s)2,42,62,61,63,64,65,67,68, 69,70,71,72,73,74,75,76,77,78,79,80,60,59,58,56,55,54,53, 52,51,50,49,48,47,46,45,44,43 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 22-0-0,Exterior(2)22-0-0 to 28-0-0, Interior(1)28-0-0 to 46-8-14,Exterior(2)46-8-14 to 49-8-14 zone;cantilever left and right exposed;end vertical left and right �Ep PR QFF , exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 <(, Ccs 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 �Gj �1,yG t NES r /O Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 1- 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 _/ $9200PE 'r 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. .- .. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. -J7 OREGON <d4, 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G- 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 /Q 4k 14, 'Z° P4 will fit between the bottom chord and any other members. '�lii 11)A plate rating reduction of 20%has been applied for the green lumber members. E R R I L 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,63,64,65,67, 68,69,70,71,72,73,74,75,76,77,78,79,80,60,59,58,56,55,54,53,52,51,50,49,48,47,46,45,44,43. EXPIRES: 12-31-2019 July 1,2019 1 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. let 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 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 IPly David Weekley-SB15-7891A K6328111 1811941 B01 GABLE 1 I 1 ..1......._..................1.._.......................Job Reference(optional)............................_....._......._.__............................._......_..........................._.._..._. ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:43:59 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PIejKyNFtp-ylOXAgvbBjH4RbvplBb6MiSWx?J6DIA4jBMXE_z0OJk 8-0-0 j ......... 6-9-0 7-8-12 13-8-0 20-3.0.....__. 27-0-0 ....0 I ...._... .__ ____ 6-9-0 6 _... 11-13I 5-6-0 ---- 6-9-0 -I --.__-- 6-9-0 -- 0-3-4 4x4 :::::- Scale=1:61.1 6 -;, 7 Sheet Front 5 ?� Right Option 10-6-7 ":'...„ . >% 8 1 Ply 7/16" " • 9 I 3x88.00 112 : 3 .7,,,:::;:..1,:..::..::,::.: ,, \, -.7:9.::':::':::':::::::::':::':::':'::':::':::,,;,;:, ",;;',:',:',:','','','',">' 10 30 ::- ::':::'::<:'::'::::::::::: :.,, 12 x6 29 'jam 13 33 . 3x6 I I 28',:.(:./1.-<;;. 1 14 3x8 11 ~` 15 2 5x10 II `3 : . d +1 36 4x8 = 27 3x4~:::: 4.6 ::::r •-.-•-_-...,3x4 :::::. • 3x4 26 25 24 23 22 21 20 19 18 17 8-0-027-0-0_ 13-4-0 __. .... 16-5-9 18-0-0... 27-0-0 8-0-0 -0-0 4-4-0 I_. 3-1-9 f 1-6-7 j 9-0-0 Plate Offsets(X Y)- f t:0-0-0 0-0-10h[22:0-2-0,0-2-0j,[32:0-2-8,0-2-8].. 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 0.41 Vert(LL) -0.04 1-27 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.10 1-27 >999 180 TCDL 7.0 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 25 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:308 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF Std G*Except* 10-0-0 oc bracing:1-27,26-27,25-26. 2-25:2x6 DF No.2 JOINTS 1 Brace at Jt(s):28 OTHERS 2x4 DF Std G WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 13-8-0 except(jt=length)1=0-10-0,26=0-3-8,26=0-3-8. (Ib)- Max Horz 1=-195(LC 6) Max Uplift All uplift 100 lb or less at joint(s)1,16,24,23,21,20,19,18,17,26 except 25=-113(LC 11) Max Gray All reactions 250 lb or less at joint(s)16,24,23,21,20,19,18,17 except 1=519(LC 1),25=265(LC 1),26=696(LC 17),26=657(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-578/89 BOT CHORD 1-27=-73/442 WEBS 2-30=-602/214,29-30=-504/154,28-29=-568/196,28-32=-614/214,2-27=0/251, 26-32=-660/77,27-32=-70/349 NOTES- 0j PR Of 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; (c, Ccs MWFRS(envelope)gable end zone and C-C Exterior(2)0-4-0 to 3-4-0,Interior(1)3-4-0 to 10-6-0,Exterior(2)10-6-0 to 16-6-0, . ANGIN E'&, Wt.)Interior(1)16-6-0 to 24-0-0,Exterior(2)24-0-0 to 27-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 on nn '9 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 8920uP E N-- Gable ' 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=1.10 r �� i 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � will fit between the bottom chord and any other members,with BCDL=10.Opsf. �L/6 Alk -14, 24 _ 8)A plate rating reduction of 20%has been applied for the green lumber members. RP' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,16,24,23,21, MF/IRO- 20, R 1 t-\ 20 ,19,18,17,26 except(jt=lb)25=113. EXPIRES: 12-31-2019 July 1,2019 _- AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not 11 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component I 250 Klug Circle l Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job 1TrussTruss_......._.... ..................................................................... . ....... ........._..........................._....._......._..................................................._........__....... .................... -SB15-7891A.........._............................ __............................................................ Type Qty Ply David WeekleY ' ' K6328112 1811941 (Col GABLE 1 1 Job Reference(optional)ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:44:01 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PIejKyNFtp-ugVlbLwrjKXngv3BsceaR7Yxcp4XhhzNAUrdltzoOJi -1-0-08-0-0 16-0-0 6-10-0 _..........._.......I........................................................_............................................._...................--___..............................._............_..._}......................._....__......_.............................._....._.............._......._..............._._...................._......._.._........__._............._........._ 1-0-0 8-0-0 8-0-0 -10-0 4x4 = Scale=1:36.5 8 Sheet Front Full Sheathing _:*;, �,�.\\ 1 Ply 7/16"4x9 OSB 7.,...,-,2::,:;';::f,1,:,:::,:::,::,::::::,::::::::::':",,,, , 8.00[12 6 ; . 10 28,: 5 11 4 -':� 12 30 3 :I :fir 13 2. _' 1 1 ;) a i 15 o r' � 3x4 = 26 25 24 23 22 21 20 19 18 17 16 3x4 16-0-0 16-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 14 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 14 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 14 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-SH Weight:161 lb FT=20% 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 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. All bearings 16-0-0. (lb)- Max Horz 2=126(LC 9) Max Uplift All uplift 100 lb or less at joint(s)2,14,22,23,24,25,26,20,19,18,17,16 Max Gray All reactions 250 lb or less at joint(s)2,14,21,22,23,24,25,26,20,19,18,17,16 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-0-0,Exterior(2)5-0-0 to 11-0-0, Interior(1)11-0-0 to 13-10-0,Exterior(2)13-10-0 to 16-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. �� P R F� 6)Gable requires continuous bottom chord bearing. Q Q 7)Gable studs spaced at 1-4-0 oc. \ NGINE ,,s/, 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5 T 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 C} n �' will fit between the bottom chord and any other members. , 89200 P E 9� 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,14,22,23,24, /el i 25,26,20,19,18,17,16. 4 Cr y 'Li OREGON�� 4/ /O gy14, 2° Q4 / RRIO- EXPIRES: 12-31-2019 July 1,2019 I IsA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERENCE PAGE MN•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 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 IPly David Weekley-SB15-7891A I ' I K6328113 1811941 DO1 Common Supported Gable 1 1 1 1....... Job Reference(optional)_..._.. I ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:44:03 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PIejKyNFtp-g3d2?1 y6EynVwCCa_1 g2WYdITd1B9bCgeoKkN IzOOJg 10-01 __-- _-__- 9-2-0 { 18-4-0 _--_-.._...... 1.9-2-0I 0-10-0' 9-2-0 9-2-0 10-0 Scale=1:40.3 454 9 Sheet Front Full Sheathing 1 Ply 7/16'4x9 OSB 8.00 112 -?% ,.;, yy 6 :pi::'l:�:, i s ::i:i i':':-"i ::-'2: :'''.', ...?:>•,,, 12 in 13 5 # i. 1.- y,.t,,: ... s.�.. ..>.. s.x.�.x. .:.:. ,.�..�.�.,..�. \-\�s:.:: t ... ....S _ �__',:;4:.`i1.._.._..'_ \.._ s`_..>.�...,.. S _. ...._. _.._.._.._._..>..> >>Ls.x._..x. \ ....>..>s1.x'x._�'i111 ....�..>..>.A_�.� �\1 3x4 ::::: 30 29 28 27 28 25 24 23 22 21 20 19 18 3x4 :::::. ......... ......... 18-4-0 18-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 16 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 16 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 16 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-SH Weight:198 lb FT=20% 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 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. All bearings 18-4-0. (Ib)- Max Horz 2=-140(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,16,25,26,27,28,29,30,23,22,21,20,19,18 Max Gray All reactions 250 lb or less at joint(s)2,16,24,25,26,27,28,29,30,23,22,21,20,19,18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)-0-10-0 to 2-2-0,Exterior(2)2-2-0 to 6-2-0,Comer(3)6-2-0 to 12-2-0, Exterior(2)12-2-0 to 16-2-0,Corner(3)16-2-0 to 19-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. ai.p P R OfiF 7)Gablet studs spaced at 1-4-0gnfor `<(,....AA GIN "0 8)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5 'Y 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 C? /Ij will fit between the bottom chord and any other members. ��Ct '72 O �6. r. 10)A plate rating reduction of 20%has been applied for the green lumber members. 7 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,16,25,26,27, /i� 28,29,30,23,22,21,20,19,18. / y OREGON � �W� /O lik 142©\ �' , �,, MER R 11.A- v EXPIRES: 12-31-2019 July 1,2019 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 MiTek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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. , . lTruss 1Truss Type Oty Ply - David Weekley-S815-7891A - -�- --- K6328114 1811941 D02 Common Girder 1 I „Job Reference(optionally ! Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Apr 19 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Mon Jul 1 14:02:56 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PIejKyNFtp-zgzbgPkMPLX9ZXJf?MBk0T2jMLIQ7g4RAaHCeaz0O1 z 4-7-09-2-0__ __ ___ 13-9-0 18-4-0 4-7-0 4-7-0 4-7-0 4-7-0 5x8 I 1 Scale=1:40.0 3 ',46.' .....�� 8.00 112 �\ 4x4 \ 4x4 '� \ 2 m 1 �' i. .... .... .. ... ...... . . . .__ .. ._. e .._. \ 4 ins 3 jd 9 10 8 11 12 7 13 14 6 15 16 `.......' 8x12 -.s 8x12 3x8 II 10x10 __... 3x8 II 4-7-0 9-2-0 13-9-0 18-4-0 4-7-0 4-7-0 4-7-0 4-7-0 Plate Offsets(X,Y)-- 1:Ed e,0-2-7,( :0-0-8,0-1-81 4:0-0-8,0-1-8, S:Ed e,0-2-71(6:0-4-12,0-1-8118:0-4-12,0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.11 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.24 6-7 >884 180 BCLTCDL L 0.0 7.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:212 lb FT=20% ... LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD 2x6 DF 2400F 2.0E SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G*Except* 3-7:2x4 DF No.1&Btr G WEDGE Left 2x8 DF SS,Right:2x8 DF SS REACTIONS. (lb/size) 1=7645/0-5-8 (min.0-3-13),5=7313/0-5-8 (min.0-3-10) Max Horz 1=134(LC 5) Max Uplift 1=-927(LC 8),5=-892(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-9752/1184,2-3=-6657/860,3-4=-6657/860,4-5=-9836/1199 BOT CHORD 1-9=-975/7735,9-10=-975/7735,8-10=-975/7735,8-11=-975/7735,11-12=-975/7735, 7-12=-975/7735,7-13=-904/7800,13-14=-904/7800,6-14=-904/7800,6-15=-904/7800, 15-16=-904/7800,5-16=-904/7800 WEBS 3-7=-858/7002,4-7=-2874/458,4-6=-404/3633,2-7=-2794/443,2-8=386/3532 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. G t� Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. �`vc O P R Q -,- Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 5 G 1 N E / ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. C? G� �'P ~/L 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; y -9 MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate 0 749210 rr grip DOL=1.60 ,v� 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (4111PP 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 CI Cr will fit between the bottom chord and any other members. -9 OREGON Li 7)A plate rating reduction of 20%has been applied for the green lumber members. L. 4 ,�C4 1L� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 927 lb uplift at joint 1 and 892 lb uplift at %) '9 Y 14 Z° l' joint 5. *- ,-,?Q' 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. fil .Fi RIO- 10)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-11-4 from the left end to 16-11-4 to connect truss(es)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. EXPI RES. 12-31-2019 LOAD CASE(S) Standard July 1,2019 ,..UI1*11 IUCU UI I Nay=c nom tut A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 _---- David Wegkley-SB15-7891A _--- K6328114 1811941 002 [Common Girder 1 ...._..............................................._.__............................._..........._......................................_......................................__........._.Job Reference(optional)...................................._.............._............................__._....._._._......_.._...._... Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Apr 19 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Mon Jul 1 14:02:57 2019 Page 2 ID:WgSHbXw6wjwZdP9N3PIejKyN Ftp-ROWzukk_AffOBhusZ3izZhbu6kdfsHJb0E01A1 z001 y LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-64,3-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:7-1498(B)9=-1501(B)10=-1498(B)11=-1498(B)12=-1498(B)13=-1498(B)14=-1498(B)15=1483(B)16=-1483(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2018 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 II a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 1 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Corona,CA 92880 I, Job (Truss Truss Type Qty Ply David Weekley-SB15-7891A * K6328115 1811941 'E01 Hip Girder 1 1 __-_ _-____ Job Reference(optional) ProBuild West. Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:44:07 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PIejKyNFtpjgtZrP?clAHxOgWLDtk hOov7E2k50fGZOIyVVXzOOJc ,_______. 2-11-8 34-7---1 -4-7 ..__6 10 8 7-3-8 103-0 .. 2-11-8 0-5-0 ' 3-6-1 .4-6-10-8 0-5-0 - .. 2-11-8 -------_1 Scale=1:17.3 5x8 VA 4 ,� 5.00[12 - Y , N -- i �.,..,..., �, a r. 1 [ 1 d Fl I_i_ l l l f I_ f l I , 12 13 14 15 16 I/ LUS24 LUS24 LUS24 LUS24 5 LUS24 X,. 2x4 I I 3x4 ...... /'. 3x6 11 3x6 II 3x8 I I 3x8 I I 2-11-83-4-7 6-10-8 7-3-8 10-3-0 2-11-8 I..0-50 I 361 f050 I ........ 21.18 I Plate Offsets(X,Y)-- (1:0-3-8,0-4-3],[4:0-3-8,0-4-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.03 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.05 5-6 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.09 Horz(CT) 0.02 4 n/a n/a BOLL 0.0 Code IBC2015/TPI2014 Matrix-SH Weight:49 lb FT=20% BCDL 10.0 1 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(5-6-6 max.):2-3. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 DF Std-G,Right:2x4 DF Std-G REACTIONS. (lb/size) 1=704/0-5-8,4=704/0-5-8 Max Horz 1=-23(LC 15) Max Uplift 1=-106(LC 10),4=-106(LC 11) Max Gray 1=834(LC 28),4=834(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1522/212,2-3=-1279/216,3-4=-1516/209 BOT CHORD 1-6=-181/1297,5-6=-187/1285,4-5=-171/1291 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. �ED P R Q- 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `. NG 1 N ��61 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 Ci 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. �C/ 9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 89200P E v 1=106,4=106. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ./. 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at . , , 1-9-8 from the left end to 8-5-8 to connect truss(es)to front face of bottom chord. CI CZ- 11)Fill all nail holes where hanger is in contact with lumber. OREGON 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)296 lb down and 133 lb up at �L/ 4q Owt" A. 3-8-6,and 117 lb down and 68 lb up at 5-1-8,and 296 lb down and 133 lb up at 6-6-10 on top chord. The design/selection of Q j' 14, 2 P� such connection device(s)is the responsibility of others. f- v 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). L R RI 0, LOAD CASE(S) Standard EXPI RES: 12-31-2019 July 1,2019 4:nntinued nn nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ill' 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 BCS(Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 '... IJob Truss Truss Type Qty Ply David Weekley-SB15-7891A K6328115 1811941 E01 Hip Girder 1 1 Job Reference..(optional) .... ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:44:07 2019 Page 2 ID:WgSHbXw6wjwZdP9N3PIejKyNFtp jgtZrP?clAHx0gWLDtk_hOov7E2k5OfGZQIyWXzOOJc LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,3-4=-64,1-4=-20 Concentrated Loads(Ib) Vert:7=-197 9=-62 11=-197 12=-20(F)13=-17(F)14=-17(F)15=-17(F)16=-20(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 4 Truss Truss Type Qty Ply David Weekley-SB15-7891A • K6328116 1811941 E02 Common 1 1 I l Job Reference(optional)_..._ ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MTek Industries,Inc. Mon Jul 1 15:44:09 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PIejKyNFtp-fD_JG51 tgoXfe7gkKlnSmptF51 mxZIgZ0kn3bPzOOJa 5-1-8 10-3-0. _ I 5-1-8 5-1-8 Scale=1:20.5 4x4 .... 2 5.00 112 (I' 4 ` 1 ,„- A 4x8 ::::: ` 8 8x8 - 4 8x8 5-1-8 10-3-0 5-1-8 1 8........._.....................................................................................L......................................................................._.........._..............5 1. ...................................................................._...............................t -8 Plate Offsets(X,Y)— 14:0-2-6,Edgej,[4:0-1-10,0-0-111[6:0-1-10,0-0-111[6 Edge,O 3-9] LOADING (psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in Ioc I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.37 VertLL -0.01 4-5 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-SH Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=418/0-5-8,4=418/0-5-8 Max Horz 6=-15(LC 17) Max Uplift 6=-40(LC 12),4=-40(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-546/142,2-3=-546/142,1-6=-371/134,3-4=-371/134 WEBS 1-5=-8/260,3-5=-9/260 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;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=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ❑ 6)A plate rating reduction of 20%has been applied for the green lumber members. <(' 610 O f R 0r`[e 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4. <('Co 610 89200PE r 9 4.i OREGON Di �4 /O7 14, 2.0 Q'E` MSR R 11-L EXPIRES: 12-31-2019 July 1,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.19/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek” is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI7 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 David Weekley-SB15-7891A , ' ` K6328117 .1811941 _JE01 Jack-Open Girder 2 1 Job Reference_(optional)...._..ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:44:10 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PlejKyNFtp-7PYITQ 1 Vb5fWFHFwu?IhJOQT?R741IriFOWc7rzOOJZ I -1-4-0 _- {...---- ----- - __ 1-10-15 1-4-0 1-10-15 3pecial1...... Scale=1:10.3 A I -I`,1 5 5.00 I12 j ,i f.....4 2 1 t d i - 8 LUS24 4 3x4 A_......_......._...._..._..._.............._.._......................_..__...._...._.............................................._................I 4- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:14lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=28/Mechanical,2=220/0-5-8,4=40/Mechanical Max Horz 2=43(LC 10) Max Uplift 3=-46(LC 16),2=33(LC 6) Max Gray 3=29(LC 17),2=269(LC 16),4=80(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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. fit ) PR OFfi 9)Refer to girder(s)for truss to truss connections. s 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ,Gj� 0,‘G1 N4, s/ 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect 1.4? go, truss(es)to back face of bottom chord. '4Cr 8g, , _ "Sty 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)16 lb down and 24 lb up at 1-10-13 on top chord. The design/selection of such connection device(s)is the responsibility of others. . / 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). LOAD CASE(S) StandardOREGON to 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 }'G. w, 47 © t A. Uniform Loads(plf) Q Vert:1-3=-64,2-4=-20 y 1 4' Z �Q� Concentrated Loads(Ib) A. R 11.-\- Vert:3=-2(B)6=-2(B) EXPIRES: 12-31-2019 July 1,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. imeli. Design valid for use only with MifekrS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Sate 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type JOty jiPly David Weekley-SB15-7891A I K6328118 1811941 JE02 Jack-Open �2 1 iI L 1..--_- Job Reference(,optional). ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:44:12 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PlejKyNFtp-3ogSu6317jvEVbOJ?OK9ORVp9FgpmfL?ii?jBkzOOJX -1-4-0 3-10-15 I__--- 1-4-0 l 3-10-15 _ Scale=1:14.3 3 i 5.00112 -- 5 c? N ---- 2 1 h{ d 411 ,..::>....-,J 3x4 =- 1........................................................._._._-...__.................... 4-0-0 ......... LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 1 TC 0.19 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 j BC 0.06 Vert(CT) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code 1BC2015/TP12014 Matrix-P Weight:17 lb FT=20/e BCDL 10.0 u LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=94/Mechanical,2=275/0-5-8,4=37/Mechanical Max Horz 2=70(LC 12) Max Uplift 3=-54(LC 12),2=-44(LC 8) Max Gray 3=109(LC 19),2=279(LC 19),4=74(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;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=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. G P D R 8)Refer to girder(s)for truss to truss connections. QFc 9)Refer to girder(s)for truss to truss connections. � Q LS 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. � �GINE � s/©� 89200PE pr •moi•'..: 7 AOREGON I to 7O i q y 14 20 Q-4- MFR R 10- EXPIRES: 12-31-2019 July 1,2019 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 p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSUTP11 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 David Weekley-SB15-7891A 1 • K6328119 1811941.............._..........._._....._........._.....__..JE03................._.......__........................................Jack-Open 1 1 _........ 1. Job Reference.(optional)._________ ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:44:13 2019 Page 1 ID:WgSHbXw6wjwZdP9N3PlejKyNFtp-Y_Eg6S4Nu01471zVZ7rOwf2_vfA2V6b8xMIGkAzOOJ W -1-4-0 4-0-0 5-2-15 r......... 1-4 0.... {--_.._..__ ......... . ......... 4-0-0 -----I --1-2-15 .....__I Scale=1:17.2 - 4' .1 m 3 ) C 5.00 1,12 '// 6 .41 - N ,; N '-- N I 2 , 1 1 ti i�'� 5 3x4 4-0-0 4-0-0 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 0.19 Vert(LL) -0.00 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 I Vert(CT) -0.01 2-5 >999 180 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-Pl Weight:19 Ib FT=20% BCDL......... 10.0 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 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=Mechanical,3=0-1-8. (Ib)- Max Horz 2=88(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=283(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;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=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. �f�p P R QFF s 9)Refer to girder(s)for truss to truss connections. cS' 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. ,,, ��G l N Er.. /" 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. n 'L 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Z� =9200P 9f y/ A OREGONNt 4, �£ O 14, 2 4 yR ' R I O-6 EXPIRES: 12-31-2019 July 1,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI7 Quality Criteria,DSB-89 and SCSI Building Component - 250 Klug Circle '... Safety Information available from Truss Plate Institute,218 N.Lee Street,Sate 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply David Weekley-SB15-7891A 1811941 ISE01 iJack-Open 2 1 K6328120 IJob Reference(optional)____ ProBuild West, Beaverton,OR-97005, 8.240 s Jun 8 2019 MiTek Industries,Inc. Mon Jul 1 15:44:15 2019 Page 1 ID:WgS HbXw6wjwZdP9N3Plej KyNFtp-UNMbX85dQeloM27uhYus047J3SrBzO5ROgENo3z00JU -1-4-0 1-10-15 1-4-0 1-10-15 3 / Scale=1:10.2 —-- 5 / 5.00 [12... - // d 2 I - I 1 m a h u 3x4 = 4 2-0-0..............................................................................: 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.01 Vert(CT) -0.00 2 >999 180 BCD LLTCL 0.0 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-P Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=27/Mechanical,2=200/0-5-8,4=19/Mechanical Max Horz 2=43(LC 12) Max Uplift 3=-45(LC 18),2=-46(LC 8) Max Gray 3=29(LC 19),2=248(LC 18),4=39(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;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=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. D 7)A plate rating reduction of 20%has been applied for the green lumber members. �� P R FF 8)Refer to girder(s)for truss to truss connections. �} 9)Refer to girder(s)for truss to truss connections. cs 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. �� NGI NEER s"a `� 89200PE 9r' 71—* CC AOREGON I (tii /O "1y14, 24 4 MFR R 11-\- EXPIRES: 12-31-2019 July 1,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with 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,OSB-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 92880 I Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1.1 3/4' Center plate on joint unless x,y ! 64-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r= Dimensions are in ft-in-sixteenths. ligb,,, Apply plates to both sides of truss , 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1/ �� %444 2. Truss bracing must be designed by an engineer.For �' 16 4 wide truss spacing,individual lateral braces themselves illiiIPAIIIP. 0 may require bracing,or alternative Tor I p bracing should be considered. 1.1111111Ap 2 . 3. sack eat eed the design loading shown and never stack materials on inadequately braced trusses. F O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-6 c6-7 c5-6 F— 1 designer,erection supervisor,property owner and plates 0- ' �'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint — required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/IP'1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that v., 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. IIndicates location where bearings ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary butapproval of an engineer. *IMO reaction section indicates joint IMM 1111 II ill number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. lIdhil project engineer before use. _Kral g, 18.Use of green or treated lumber may pose unacceptable ►rr� environmental,health or performance risks.Consult with Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. � , • BCSI: Building Component Safety Information, MiTek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSITrPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015