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Plans (70) 'h� T 2n,`ek Q)\00, _ Lc MiTek' MITek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1901021 PLH-Lot 2 Willow Brook The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K5819611 thru K5819643 My license renewal date for the state of Oregon is December 31,2019. c_IN°'\%,NG'I FF�s`>0. 0. ` " 89200PE Fr G4 OREGON tx 41� /O qk 14 2.31 P ' RR1t.\-0 -- - March 7,2019 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Oty Ply PLH-Lot 2 Willow Brook K5819611 B1901021 A01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuikd Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:01 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-rQiTFYp6YWelZ?UIY2YYuGU42NA2tQVb_PI5XjzdFgy 18-3-0 �0-0-01-9-0 I 35-0-2 40-0-0 41-0-Q 18-3-0 1-9-0 1-9-0 13-3-2 4-11-14 1-0- 3x6 = Scale=1:80.3 10 9 11 12 18-3-0 42 8 �., - Al13 18-3-0 7 32 3-6-0 6 14 4x6 3x6 i 15 7.00 12 8x8 i 4 5 - ,,��^ „s, 2 /, _ - - .-,t - ■ a\\\ 5x6 16 `7 36 35 I k33 ro 27 25 28 3 moi;a t,, 41 3x6 - 6 II 3x6 I 16x8 3x6 I I 3x6 t 11�; 1 3x6 11 +.-411 3x8 17 0 o '* Y rs o = ! dId 4x6 - 44 45 22 46 47 48 49 21 50 51 52 20� 19 4x6 = 3x8 6x6 = 9x16 MT18HS = 3x8 = 12-11-11 20-3-4 30-0-4 I 40-0-0 1 12-11-11 7-3-9 I 9-9-0 9-11-12 Plate Offsets(X,Y)— [10:0-3-0,Edge],[15:0-1-12,0-2-0],[16:0-3-0,0-3-0],[17:0-0-0,0-0-4],[21:0-3-0,0-4-4],[26:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.12 21-22 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.32 17-19 >737 180 MT18HS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.98 Hoa(CT) 0.06 17 n/a n/a BCLL 0.0 * Code IBC2015ITPI2014 Matrix-SH Weight:337 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except' TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. 16-18:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G*Except* WEBS 1 Row at midpt 20-26 1-20:2x6 DF No.2 JOINTS 1 Brace at Jt(s):23,25,26,28,29,33,36,38,40 WEBS 2x4 DF Std G`Except* 15-20:2x8 DF No.2,2-24:2x6 DF No.2 OTHERS 2x4 DF Std G REACTIONS. (lb/size) 1=1510/Mechanical,17=629/0-5-8 (min.0-1-8),20=3677/0-5-8 (min.0-3-15) Max Horz 1=-348(LC 6) Max Uplift 1=-517(LC 10),17=-239(LC 29),20=-1359(LC 10) Max Gray 1=1592(LC 17),17=772(LC 21),20=3677(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-41=-2693/949,2-41=-2348/852,2-3=-260/186,3-4=-312/233,4-5=-310/247, 15-16=-711/254,16-17=-993/349 BOT CHORD 1-44=-978/2204,44-45=-978/2204,45-46=-978/2204,22-46=-978/2204,22-47=-975/2189, 47-48=-975/2189,48-49=-975/2189,21-49=-975/2189,21-50=-1020/2153, 50-51=-1020/2153,51-52=-1020/2153,20-52=-1020/2153,19-20=-235/450, 17-19=-204/794 WEBS 20-23=-1401/608,23-24=-1497/573,2439--789/478,-39-40=67-4/391.15-40=-672/401 p 15-19=-119/358,16-19=-371/264,19-23=-78/338,2-37--2249/1214,36-37--2247/1212, C2 'O-PROF 35-36=-2247/1212,26-35=-2247/1212,26-34=-199/911,33-34=-199/911,27-33=-199/911, .�``` �cSs 25-27=-199/915,25-28=-199/915,28-38=-199/911,24-38=-199/910,2-22=-218/808, CO NGINEF /0 20-25=-664/263,20-26=-3404/1615,21-26=457/1248,2-21=-277/34,27-29=421/147, �\ .9 2 29-31=-421/147,9-31=-421/147,28-30=-395/126,30-32=-395/126,11-32=-395/126, �G/ '9 13-39=-296/176 :9200PE r NOTES- 1) j Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate10 tr grip DOL=1.60 'f7 OREGON 44// 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 .. 4 \ Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 7Q q y 14 2.° A 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 41F11310,- 5) ie. 4)Unbalanced snow loads have been considered for this design. R F3 i L 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12-31-2019 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 2x4 MT20 unless otherwise indicated. March 7,2019 8)Gable studs spaced at 2-0-0 oc. ov+nmaavan pages:-.•.-,.,..a............ ._._r.,....,.,,,....-..,..-...,..,.,.,......._.........................7...........,-........., — AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/030015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook B1901021 A01 GABLE 1 1 K5819611 Job Reference(optional) Builders FIrstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:01 2019 Page 2 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-rQiTFYp6YWeIZ?U IY2YYu GU42NA2tQVb_PI5XjzdFgy NOTES- 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Refer to girder(s)for truss to truss connections. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 517 lb uplift at joint 1,239 lb uplift at joint 17 and 1359 lb uplift at joint 20. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 19-11-4 to connect truss(es)to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)296 lb down and 284 lb up at 6-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 18)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-10=-64,10-18=-64,1-17=-20 Concentrated Loads(Ib) Vert:20=-257(F)41=-247(F)44=-39(F)45=-37(F)46=-262(F)47=-262(F)48=-262(F)49=-262(F)50=-262(F)51=-262(F)52=-262(F) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-10=-52,10-18=-52,1-17=-20 Concentrated Loads(Ib) Vert:20=-214(F)41=-196(F)44=-39(F)45=-37(F)46=-217(F)47=-217(F)48=-217(F)49=-217(F)50=-217(F)51=-217(F)52=-217(F) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-42=-52,10-42=-85,10-18=-25,1-17=-20 Concentrated Loads(Ib) Vert:20=-214(F)41=-196(F)44=-39(F)45=-37(F)46=-217(F)47=-217(F)48=-217(F)49=-217(F)50=-217(F)51=-217(F)52=-217(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-10=-25,10-43=-84,18-43=-52,1-17=-20 Concentrated Loads(Ib) Vert:20=-214(F)41=-233(F)44=-39(F)45=-37(F)46=-217(F)47=-217(F)48=-217(F)49=-217(F)50=-217(F)51=-217(F)52=-217(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-10=-14,10-18=-14,1-17=-40 Concentrated Loads(Ib) Vert:20=-124(F)41=-44(F)44=-78(F)45=-74(F)46=-122(F)47=-122(F)48=-122(F)49=-122(F)50=-122(F)51=-122(F)52=-122(F) 6)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-12,10-17=17,17-18=11,1-17=-12 Hors:1-10=3,10-17=25,17-18=19 Concentrated Loads(Ib) Vert:20=140(F)41=257(F)44=-23(F)45=-22(F)46=134(F)47=134(F)48=134(F)49=134(F)50=134(F)51=134(F)52=134(F) 7)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=17,10-17=-12,17-18=3,1-17=-12 Hors:1-10=-25,10-17=-3,17-18=12 Concentrated Loads(Ib) Vert:20=140(F)41=217(F)44=-23(F)45=-22(F)46=134(F)47=134(F)48=134(F)49=134(F)50=134(F)51=134(F) 52=134(F) 8)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-30,10-17=-1,17-18=5,1-17=-20 Hors:1-10=16,10-17=13,17-18=19 Concentrated Loads(Ib) Vert:20=148(F)41=284(F)44=-15(F)45=-14(F)46=142(F)47=142(F)48=142(F)49=142(F)50=142(F)51=142(F) 52=142(F) 9)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-1,10-17=-30,17-18=-24,1-17=-20 Horz:1-10=-13,10-17=-16,17-18=-10 Concentrated Loads(Ib) Vert:20=148(F)41=243(F)44=-15(F)45=-14(F)46=142(F)47=142(F)48=142(F)49=142(F)50=142(F)51=142(F) 52=142(F) r . ._._. TO)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=36,10-17=17,17-18=11,1-17=-12 Horz:1-10=-45,10-17=25,17-18=19 Concentrated Loads(lb) Vert:20=140(F)41=189(F)44=-23(F)45=-22(F)46=134(F)47=134(F)48=134(F)49=134(F)50=134(F)51=134(F) 52=134(F) 11)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=17,10-17=36,17-18=30,1-17=-12 Horz:1-10=-25,10-17=45,17-18=38 ' l.VI1UI IUGL VIII puyis J I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. -- hut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated a to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TW1 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Intormegon available horn Tree Plata Inetilute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819611 61901021 A01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuiId Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:01 2019 Page 3 ID:bBeibdkA_LvCjl p0jhD5XQzdl?o-rOiTFYp6YWeIZ?U IY2YYuGU42NA2tQVb_PI5XjzdFgy LOAD CASE(S) Concentrated Loads(Ib) Vert 20=140(F)41=217(F)44=-23(F)45=-22(F)46=134(F)47=134(F)48=134(F)49=134(F)50=134(F)51=134(F)52=134(F) 12)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=23,10-17=11,17-18=5,1-17=-12 Horz:1-10=-31,10-17=20,17-18=13 Concentrated Loads(Ib) Vert:20=140(F)41=209(F)44=-23(F)45=-22(F)46=134(F)47=134(F)48=134(F)49=134(F)50=134(F)51=134(F)52=134(F) 13)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=11,10-17=23,17-18=16,1-17=-12 Horz:1-10=-20,10-17=31,17-18=25 Concentrated Loads(Ib) Vert:20=140(F)41=225(F)44=-23(F)45=-22(F)46=134(F)47=134(F)48=134(F)49=134(F)50=134(F)51=134(F)52=134(F) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=18,10-17=-1,17-18=5,1-17=-20 Horz:1-10=-32,10-17=13,17-18=19 Concentrated Loads(Ib) Vert:20=148(F)41=216(F)44=-15(F)45=-14(F)46=142(F)47=142(F)48=142(F)49=142(F)50=142(F)51=142(F)52=142(F) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-1,10-17=18,17-18=24,1-17=-20 Horz:1-10=-13,10-17=32,17-18=38 Concentrated Loads(Ib) Vert:20=148(F)41=243(F)44=-15(F)45=-14(F)46=142(F)47=142(F)48=142(F)49=142(F)50=142(F)51=142(F)52=142(F) 16)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-10=-14,10-17=-14,17-18=-114,1-17=-20 Concentrated Loads(Ib) Vert:20=-83(F)41=-44(F)44=-39(F)45=-37(F)46=-71(F)47=-71(F)48=-71(F)49=-71(F)50=-71(F)51=-71(F)52=-71(F) 17)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-42=-64,10-42=-109,10-18=-29,1-17=-20 Concentrated Loads(Ib) Vert:20=-257(F)41=-247(F)44=-39(F)45=-37(F)46=-262(F)47=-262(F)48=-262(F)49=-262(F)50=-262(F)51=-262(F)52=-262(F) 18)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-10=-29,10-43=-108,18-43=-64,1-17=-20 Concentrated Loads(Ib) Vert:20=-257(F)41=-296(F)44=-39(F)45=-37(F)46=-262(F)47=-262(F)48=-262(F)49=-262(F)50=-262(F)51=-262(F)52=-262(F) 19)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-10=-14,10-18=-14,1-17=-20 Concentrated Loads(Ib) Vert:20=-83(F)41=-44(F)44=-39(F)45=-37(F)46=-82(F)47=-82(F)48=-82(F)49=-82(F)50=-82(F)51=-82(F)52=-82(F) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-64,10-17=-42,17-18=-37,1-17=-20 Horz:1-10=12,10-17=9,17-18=14 Concentrated Loads(Ib) Vert 20=101(F)41=208(F)44=-15(F)45=-14(F)46=96(F)47=96(F)48=96(F)49=96(F)50=96(F)51=96(F)52=96(F) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=42,10-17=-64,17-18=-59,1-17=-20 Horz:1-10=-9,10-17=-12,17-18=-7 Concentrated Loads(Ib) Vert:20=101(F)41=178(F)44=-15(F)45=-14(F)46_46(F)47-_96(E)_46=96(F)49=96(F)50=96_(F151=96(F)52=96(F) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Iste•. -- -' = •- :- -1,60 Uniform Loads(plf) Vert:1-10=-28,10-17=-42,17-18=-37,1-17=-20 Horz:1-10=-24,10-17=9,17-18=14 Concentrated Loads(Ib) Vert:20=101(F)41=157(F)44=-15(F)45=-14(F)46=96(F)47=96(F)48=96(F)49'96(F)50=96(F)51=96(F)52=96(F) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-42,10-17=-28,17-18=-23,1-17=-20 Horz:1-10=-9,10-17=24,17-18=29 Concentrated Loads(Ib) Vert:20=101(F)41=178(F)44=-15(F)45=-14(F)46=96(F)47=96(F)48=96(F)49=96(F)50=96(F)51=96(F)52=96(F) 24)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-12,10-17=17,17-18=11,1-17=-12 Horz:1-10=3,10-17=25,17-18=19 4 wnunueu un pay0 MUMt A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.11103/2015 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/fP11 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook B1901021 A01 GABLE 1 1 K5819611 Job Reference(optional) ' Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 a Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:01 2019 Page 4 ID:bBeibdkA_LvCjl pOjhD5XQzdl?o-rQiTFYp6YWeIZ?UIY2YYuGU42NA2tQVb_PI5XjzdFgy LOAD CASE(S) Concentrated Loads(Ib) Vert:20=-158(F)41=-112(F)44=-47(F)45=-5(F)46=-157(F)47=-157(F)48=-157(F)49=-157(F)50=-157(F)51=-157(F)52=-157(F) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-10=17,10-17=-12,17-18=3,1-17=-12 Horz:1-10=-25,10-17=-3,17-18=12 Concentrated Loads(Ib) Vert:20=-158(F)41=-152(F)44=-47(F)45=-45(F)46=-157(F)47=-157(F)48=-157(F)49=-157(F)50=-157(F)51=-157(F)52=-157(F) 26)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-30,10-17=-1,17-18=5,1-17=-20 Horz:1-10=16,10-17=13,17-18=19 Concentrated Loads(Ib) Vert:20=-150(F)41=-86(F)44=-39(F)45=-37(F)46=-149(F)47=-149(F)48=-149(F)49=-149(F)50=-149(F)51=-149(F)52=-149(F) 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-1,10-17=-30,17-18=-24,1-17=-20 Horz:1-10=-13,10-17=-16,17-18=-10 Concentrated Loads(Ib) Vert:20=-150(F)41=-126(F)44=-39(F)45=-37(F)46=-149(F)47=-149(F)48=-149(F)49=-149(F)50=-149(F)51=-149(F)52=-149(F) 28)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=36,10-17=17,17-18=11,1-17=-12 Horz:1-10=-45,10-17=25,17-18=19 Concentrated Loads(Ib) Vert:20=-158(F)41=-180(F)44=-47(F)45=-45(F)46=-157(F)47=-157(F)48=-157(F)49=-157(F)50=-157(F)51=-157(F)52=-157(F) 29)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=17,10-17=36,17-18=30,1-17=-12 Hors:1-10=-25,10-17=45,17-18=38 Concentrated Loads(Ib) Vert:20=-158(F)41=-152(F)44=-47(F)45=-45(F)46=-157(F)47=-157(F)48=-157(F)49=-157(F)50=-157(F)51=-157(F)52=-157(F) 30)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=23,10-17=11,17-18=5,1-17=-12 Horz:1-10=-31,10-17=20,17-18=13 Concentrated Loads(Ib) Vert:20=-158(F)41=-161(F)44=-47(F)45=-45(F)46=-157(F)47=-157(F)48=-157(F)49=-157(F)50=-157(F)51=-157(F)52=-157(F) 31)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=11,10-17=23,17-18=16,1-17=-12 Horz:1-10=-20,10-17=31,17-18=25 Concentrated Loads(lb) Vert:20=-158(F)41=-144(F)44=-47(F)45=-5(F)46=-157(F)47=-157(F)48=-157(F)49=-157(F)50=-157(F)51=-157(F)52=-157(F) 32)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=18,10-17=-1,17-18=5,1-17=-20 Horz:1-10=-32,10-17=13,17-18=19 Concentrated Loads(Ib) Vert:20=-150(F)41=-154(F)44=-39(F)45=-37(F)46=-149(F)47=-149(F)48=-149(F)49=-149(F)50=-149(F)51=-149(F) 52=-149(F) 33)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-1,10-17=18,17-18=24,1-17=-20 Horz:1-10=-13,10-17=32,17-18=38 Concentrated Loads(lb) Vert:20=-150(F)41=-126(F)44=-39(F)45=-37(F)46=-149(F)47=-149(F)48=-149(F)49=-149(F)50=-149(F)51=-149(F) 52=-149(F) 34)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-64,10-17=42,17-18=-37,1-17=-20 Hor2:1-10=12,10-17=9,17-18=14 Concentrated Loads(Ib) Vert:20=-218(F)41=-138(F)44=-39(F)45=-37(F)46=-214(F)47=-214(F)48=-214(F)49=-214(F)50=-214(F)51=-214(F) r __ 2=-214(f)35)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=42,10-17=-64,17-18=-59,1-17=-20 Horz:1-10=-9,10-17=-12,17-18=-7 Concentrated Loads(Ib) Vert:20=-218(F)41=-169(F)44=-39(F)45=-37(F)46=-214(F)47=-214(F)48=-214(F)49=-214(F)50=-214(F)51=-214(F) 52=-214(F) 36)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-28,10-17=42,17-18=-37,1-17=-20 Horz:1-10=-24,10-17=9,17-18=14 ' nrr rUMI 1)r r Payr., 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. fit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing tY�•AtTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component 260 Klug Circle Seely M/omraaen available from Trues Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819611 81901021 A01 GABLE 1 1 Job Reference(optional) Builders FiretSourca/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:01 2019 Page 5 ID:bBeibdkA_LvCj 1 pOjhD5XQzd1?o-rOiTFYp6YWelZ?UIY2YYuGU42NA2tQVb_PI5XjzdFgy LOAD CASE(S) Concentrated Loads(Ib) Vert:20=-218(F)41=-189(F)44=-39(F)45=-37(F)46=-214(F)47=-214(F)48=-214(F)49=-214(F)50=-214(F)51=-214(F)52=-214(F) 37)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=-42,10-17=-28,17-18=-23,1-17=-20 Horz:1-10=-9,10-17=24,17-18=29 Concentrated Loads(ib) Vert:20=-218(F)41=-169(F)44=-39(F)45=-37(F)46=-214(F)47=-214(F)48=-214(F)49=-214(F)50=-214(F)51=-214(F)52=-214(F) r I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-1473 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,OSB-89 end SCSI Building Component 250 Klug Circle Safely Information available hom Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ' Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819612 B1901021 A02 COMMON 2 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:42 2019 Page 1 lD:bBeibdkA_LvCj1 p0jh D5XQzdl?o-dXfTzpRmRcV6iDboabvV?1 O WKoXcH3kHsASbvXzdGsF 6-8-0 13-4-0 20-0-0 26-8-0I 33-4-0 40-0-0 41-0-10 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 7-0- Scale=1:76.9 5x6 = 4 CI 14 15 3x4 i 13 16 3x4 J 3 5 5x8 i 7.00 12 \ 8x8 2 8 12 ' �� 17 1 ro !_ , 7B d aA � jZ o 3x8 H 11 18 19 10 4x6 = 20 21 9 6i 3x4 = , 5x10 = 3x4 = I 10-0-0 I 20-0-0 20,6x0 30-0-0 I 40-0-0 10-0-0 10-0-0 o- 9-6-0 10-0-0 Plate Offsets(X,Y)— [1:0-3-9,Edge],[1:0-1-1,0-5-14],[1:0-0-9,0-0-15],[2:0-4-0,0-3-0],[7:Edge,O-0-4],[10:0-4-12,0-3-4] TCLL LOADING (psf) 25 O SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.23 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.49 1-11 >486 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-SH Weight:209 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 6-8:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G WEBS 1 Row at midpt 4-10,5-10,3-10 WEBS 2x4 DF Std G*Except* 4-10,5-10,3-10:2x4 DF No.1&Btr G WEDGE Left:2x4 DF Std-G REACTIONS. (lb/size) 7=614/0-5-8,10=2235/0-5-8,1=551/Mechanical Max Horz 1=-348(LC 10) Max Uplift 7=-201(LC 13),10=-472(LC 12),1=-119(LC 12) Max Gray 7=707(LC 20),10=2281(LC 22),1=639(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-810/156,2-3=-549/142,3-4=-37/648,4-5=-3/619,5-6=-545/217,6-7=-807/249 BOT CHORD 1-11=-279/711,10-11=-247/307,7-9=-105/633 WEBS 4-10=-910/163,5-10=-830/402,5-9=-112/649,6-9=-413/304,3-10=-848/406, 3-11=-122/670,2-11=410/304 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; D MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-4 to 4-1-4,Interior(1)4-1-4 to 16-0-0,Exterior(2)16-0-0 to 24-0-0, Gik PR Interior(1)24-0-0 to 36-10-0,Exterior(2)36-10-0 to 40-10-0 zone;cantilever left and right exposed;end vertical left and right c,„. ' to �Fss exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ` GIN 1:1 /a 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 �` VN F �f_ 3)Unbalanced snow loads have been considered for this design. �((f .9 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs :a i i ' t� 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,with BCDL=10.0psf. Q it 7)A plate rating reduction of 20%has been applied for the green lumber members. .74., OREGON �(/ 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) °? 'Q).- 14 2'0\ p. 7=201,10=472,1=119. SFR R 10-0 EXPIRES: 12-31-2019 March 7,2019 t I iill A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. mos Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 KI Circle Safely lnkn ration available from Trues Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,rA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819613 B1901021 A03 COMMON 5 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:43 2019 Page 1 - I D:bBeibdkA_LvCj1 p0jhD5XQzdl?o-5jCrA8SOCvdzKNA_8JQkYFwh4Cuo0XaQ5gB8R_zdGsE 6-8-0 13-4-0 20-0-0 26-8-0 33-4-0 40-0-0 4g-0-9 6-8-0 6-8-0 6-8-0 I 6-8-0 6-8-0 I 6-8-0 1-a0 Scale=1:86.9 5x6 = 4 25 17 3x4 *24 18 3x4 3 5 5x8 i 5x6 7.00 112 2 23 19 1 7 0 m o 0 3x8 H 16 20 1521 14 13 12 22 11 s 10 9 ` o 4x6 = 3x4 = 4x8 = 8x8 = 4x8 II 4x8 114x4 = 4x8 II 4x8 II 4x4 = 21-4-8 10-0-0 20-0-0 2 6 0 25-3.8 30-0-0 40-0-0 I 10-0-0 10-0-0 a-6-t 3-11-o 4-8-8 I 10-0-0 0-10-8 Plate Offsets(X,Y)— [1:0-3-9,Edge],[1:0-1-1,0-5-14],[1:0-0-9,0-0-15],[2:0-4-0,0-3-0],[6:0-3-0,0-3-0],[10:0-34,0-1-4],[11:0-3-1,0-0-14],[13:0-4-0,0-6-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.16 13-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.52 1-16 >457 180 TCDL 7.0 Rep Stress Ina YES WB 0.42 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-SH Weight:231 lb FT=20% BCOL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 6-8:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 DF No.2*Except* WEBS 1 Row at midpt 4-13,5-13,3-13 1-15,10-14:2x4 DF No.1&Btr G WEBS 2x4 DF Std G'Except* 4-13:2x4 DF No.1&Btr G WEDGE Left:2x4 DF Std-G REACTIONS. (lb/size) 7=621/0-5-8,13=2220/0-5-8,1=559/Mechanical Max Horz 1=-348(LC 10) Max Uplift 7=-227(LC 13),13=-458(LC 12),1=-126(LC 12) Max Gray 7=711(LC 20),13=2227(LC 22),1=642(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-3/611,5-6=-555/261,6-7=-819/297,1-2=-813/192,2-3=-553/179,3-4=-38/612 BOT CHORD 1-16=-270/747,13-16=-210/273,7-9=-144/639 WEBS 4-13=-902/164,5-13=-825/403,5-9=-111/610,6-9=404/301,3-13=-842/413, 3-16=-131/639,2-16=411/303 NOTES- p 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL-4.2psf;BCOL=6.Opsf,h=25ft;Cat.It;Exp B;Enclosed; -- n TtDPe MWFRS(envelope)gable end zone and C-C Exterior(2)0-14 to 4-14,Interior(1)4-14 to 16-0-0,Exterior(2)16-0-0 to 24-0-0, '` `�` GINE n 61 Interior(1)24-0-0 to 36-10-0,Exterior(2)36-10-0 to 40-10-0 zone;cantilever left and right exposed;end vertical left and right c.'<<" J N �•7 Q exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��? 29 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 .92 ice/` f 3)Unbalanced snow loads have been considered for this design. G 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 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 Q Cr will fit between the bottom chord and any other members,with BCDL=10.0psf. "pG At_OREGON�Ix ��(/ 7)A plate rating reduction of 20%has been applied for the green lumber members. -.72 Al 8)Refer to girder(s)for truss to truss connections. jO '''4' 14 O 1'T 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) p Qj 7=227,13=458,1=126. M�f-1 R I I,,..`" EXPIRES: 12-31-2019 March 7,2019 1 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,nott a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/WIt Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ' Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819614 B1901021 A04 Common 2 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:44 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-ZvmDOUSOzDIgxWAi0xz4STgOc7?IyoaJUxhzQzdGsD -1-0� 6-8-0 13-4-0 1 20-0-0 26-8-0 33-4-0 i 40-0- 41-0-p6-8-0 1-0 -6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 1-0-0 Scale=1:89.9 5x6 = 5 3x4 i 20 21 1922 3x4 4 6 . \. 5x6 1- ' 7.00 112 5x6 3 7 18 23 2 9 1 _ :. :a�ry ki l Ii4141644. - 8 9I! O Id ,c,>d vi iii 6 4x6 = 17 24 1625 15 14 13 26 12 11 10 4x6 = Io 8 3x4 = 5x10 WB = 8x8 = 6x8 II 4x8 114x4 = 6x8 II 4x8 1I 4x4 = 1 10-0-0 1 20-0-0 2I1-4-4 25-3 -8 1 30-0-0 40-0-0 10-0-0 10-0-0 1-4-8 3-11-0 4-8-8 10-0-0 Plate Offsets(X,Y)— [2:0-0-0,0-0-4],[3:0-2-12,0-3-0],[7:0-2-12,0-3-0],[11:0-3-5,0-1-2],[12:0-3-2,0-0-10],[13:0-3-2,0-1-5],[14:0-4-0,0-5-12],[15:0-3-2,0-1-14] LO TCLL ADING (psf) 5 O SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.33 10-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.94 Vert(CT) -0.81 10-14 >583 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.22 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:239 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. 3-5,5-7:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 DF No.2*Except* WEBS 1 Row at midpt 6-14,4-14 2-16,11-15:2x4 DF No.1&BtrG WEBS 2x4 DF Std G*Except* 5-14:2x4 DF No.1&Btr G OTHERS 2x4 DF Std G REACTIONS. (lb/size) 8=1729/0-5-8,2=1729/0-5-8 Max Horz 2=-352(LC 10) Max Uplift 8=-385(LC 13),2=-385(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2679/582,3-4=-2455/565,4-5=-1820/516,5-6=-1825/517,6-7=-2547/574, 7-8=-2808/600 BOT CHORD 2-17=-620/2462,14-17=-392/2071,10-14=-242/1917,8-10=-400/2307 WEBS 5-14=-307/1405,6-14=-789/396,6-10=-102/553,7-10=-344/292,4-14=-728/386, 4-17=-92/453,3-17=-351/289 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-0 to 3-2-0,Interior(1)3-2-0 to 16-0-0,Exterior(2)16-0-0 to 24-0-0, Kt.-N.. PR Interior(1)24-0-0 to 36-10-0,Exterior(2)36-10-0 to 40-10-0 zone;cantilever left and right exposed;end vertical left and right Co' �FD E F�Sgr exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 (a{N /p 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 C9\ �C.N �� 3)Unbalanced snow loads have been considered for this design. ((f 9 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangsLk" : • i I • r. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. Q 7)A plate rating reduction of 20%has been applied for the green lumber members. 'p OREGON 4(/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12/1.4.,..4., \Dt 8=385,2=385. 14 , 2 SFR R 11.x'-�� EXPIRES: 12-31-2019 March 7,2019 I __put 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rsv.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 s e 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 Safely 9rfermation available tum Trues Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply PLH-Lot 2 Willow Brook K5819615 B1901021 AO4A COMMON 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:45 2019 Page 1 ID:bBeibdkA_LvCj 1 p0jhD5XQzdl?o-15KbbgTekXthZgKNGkSCdgO?NOT3UPzjY8gFWszdGsC 6-8-0 13-4-0 20-0-0 26-8-0I 33-4-0 1 40-0-0 41-0-0 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 1-0- Scale=1:86.9 5x6 = 4 i. 17 3x4 i 24 25 18 3x4 3 5 5x8 i 5x6 7.00 I12 2 6 23 19 1 7 o d :.tom t t•r 1Sf11srAlld 81! 9I6 dem. a 0 5x6 = 16 20 1521 14 13 12 22 11 10 90 4x6 = 3x4 = 5x10 WB= 8x8 = 6x8 II 4x8 II 4x4 = 6x8 II 4x8 H 4x4 = 10-0-0I I 20-0-0 21-4-8 25-3-8 30-0-0 40-0-0 10-0-0 10-0-0 1-4-8 3-11-0 4-8-8 10-0-0 Plate Offsets(X,Y)- [1:Edge,0-2-13],[1:0-5-14,0-1-1],[1:0-0-15,0-0-9],[2:0-3-12,0-3-0],[6:0-2-12,0-3-0],[10:0-3-1,0-1-1],[11:0-3-1,0-0-14],[12:0-3-1,0-1-10],[13:0-4-0 ,0-5-12],[14:0-2-11,0-1-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.34 9-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(CT) -0.84 9-13 >568 180 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.22 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-SH Weight:232 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. 6-8:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 DF No.2`Except* WEBS 1 Row at midpt 5-13,3-13 1-15,10-14:2x4 DF No.1&Btr G WEBS 2x4 DF Std G`Except* 4-13:2x4 DF No.1&Btr G OTHERS 2x4 DF Std G WEDGE Left:2x4 DF Std-G REACTIONS. (lb/size) 7=1730/0-5-8,1=1660/0-5-8 Max Horz 1=-348(LC 10) Max Uplift 7=-385(LC 13),1=-352(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-1826/520,5-6=-2549/578,6-7=-2811/600,1-2=-2673/585,2-3=-2453/576, 3-4=-1820/519 BOT CHORD 1-16=-618/2445,13-16=-394/2074,9-13=-243/1919,7-9=-400/2310 WEBS 4-13=-309/1404,5-13=-781/396,5-9=-102/555,6-9=-343/292,3-13=-733/388, 3-16=-92/449,2-16=-322/283 nL D P R Opts NOTES_ GINE n s/ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; �Co N O MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 4-2-12,Interior(1)4-2-12 to 16-0-0,Exterior(2)16-0-0 to 24-0-0, ' I, Interior(1)24-0-0 to 36-10-0,Exterior(2)36-10-0 to 40-10-0 zone;cantilever left and right exposed;end vertical left and right 414 -7 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `r 89200PE 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 411".000/.„0". 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. Q CC 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -v, OREGON l(/ 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. ''7q) 1 4 20\ 7)A plate rating reduction of 20%has been applied for the green lumber members. p V` 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �Er�R Pi-'- 7=385,1=352. EXPIRES: 12-31-2019 March 7,2019 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 t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 quality Criteria,D.SB-89 and BCSI Budding Component 250 Klug Circle safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819616 B1901021 A05 Common 5 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:46 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-VluzpAUGVgoYBgvZpRzRAtYBvQsjDrYtnoQo2JzdGsB -1-0 6-8-0 13-4-0 20-0-0 26-8-0 33-4-0 40-0-0 41-0-0 1-0- 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 1-0- ft Scale=1:79.4 5x6 =- 5 5 e. 15 16 3x4 14 17 3x4 -: 4 6 5x6 i 7.00 FT- 8x8 \/ 3 7 13 18 012 8 o , r, 9 0 �o .. IN jup o 0 4x6 = 12 19 20 t1 21 22 10 4x6 = 611 3x4 = 3x4 = 5x10 = 10-0-0i 20-0-0 30-0-0 40-0-0 10-0-0 10-0-0 10-0-0 10-0-0 Plate Offsets(X,Y)— [2:0-0-0,0-0-4],[3:0-2-12,0-3-0],[8:Edge,O-0-4],[11:0-5-0,0-3-4] TCLL LOADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.28 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.63 10-11 >749 180 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:217 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. 3-5,5-7:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 DF No.1&Btr G 8-5-2 oc bracing:2-12. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-11,4-11 5-11,6-11,4-11:2x4 DF No.1&Btr G REACTIONS. (lb/size) 8=1729/0-5-8,2=1729/0-5-8 Max Horz 2=-351(LC 10) Max Uplift 8=-385(LC 13),2=-385(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2708/585,3-4=-2493/567,4-5=-1752/517,5-6=-1753/517,6-7=-2510/568, 7-8=-2735/593 BOT CHORD 2-12=-621/2485,11-12=-390/2034,10-11=-230/1857,8-10=-396/2267 WEBS 5-11=-308/1333,6-11=-796/394,6-10=-106/607,7-10=-363/296,4-11=-795/393, 4-12=-104/591,3-12=-335/287 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-0 to 3-2-0,Interior(1)3-2-0 to 16-0-0,Exterior(2)16-0-0 to 24-0-0, Interior(1)24-0-0 to 36-10-0,Exterior(2)36-10-0 to 40-10-0 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 E) PROF 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 4 ) Fss 3)Unbalanced snow loads have been considered for this design. GJ �NGI,INEkc,4 /O 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs •T 2 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. �' :' i. ' 9r T h.. fn attareas where a rectangle 3-6-0 tell by 2-0-0 wide = will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. � / �r" �--" 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q 8=385,2=385. SC 74 41 OREGONt, /O 41' 14 V 4RRItr.k-0 EXPIRES: 12-31-2019 March 7,2019 I A ter. lair 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 mug Circle Safely ln/ormalion available from Truce Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook - K5819617 B1901021 A06 COMMON 8 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:47 2019 Page 1 - ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-_USMO W VvG88Po_UI N8Ugi55PcpCyyJJ00S9MalzdGsA -14)1° 6-8-0 13-4-0 20-0-0 i 26-8-0 33-4-0 40-0-0 4100 1-0- 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 1-0- 5x6 = Scale=1:91.2 5 27 3x4 .-.!-.25 26 28 3x4 4 6 • • 5x6 2 • 7.00 I12 8x8 Q 37 74111124 29 2 01 ►= 6 co 0 _ " pii •ii Y• !yY 91rolalo d - 17 163015 14 13 31 32 1211 10 d 3x4 =4x8 = 4x4 = 3x8 = 8x12 II 4x6 = 4x6 = 4x8 II 6x8 H 4x4 I I 5x8 II 10-0-0 20-0-0 30-0-0 40-0-0 10-0-0 10-0-0 I 10-0-0 10-0-0 Plate Offsets(X,Y)— [2:0-0-4,Edge],[3:0-2-12,0-3-0],[10:0-2-14,0-1-6],[11:0-7-8,0-4-0],[14:0-3-2,0-0-10],[15:0-2-14,0-0-10] 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 0.50 Vert(LL) -0.28 11-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.66 11-13 >732 180 TCDL 7.0 Rep Stress lncr YES WB 0.56 Horz(CT) 0.17 8 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-AS Weight:233 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied. 3-5,5-7:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 DF No.2'Except* WEBS 1 Row at midpt 6-13,4-13 10-15:2x4 DF 2400F 2.0E,2-16:2x4 DF No.1&Btr G WEBS 2x4 DF Std G'Except' 5-13:2x4 DF No.1&Btr G REACTIONS. (lb/size) 8=1733/0-5-8,2=1733/0-5-8 Max Horz 2=-351(LC 10) Max Uplift 8=-382(LC 13),2=-382(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2745/602,3-4=-2510/583,4-5=-1856/532,5-6=-1856/532,6-7=-2694/589, 7-8=-2929/622 BOT CHORD 2-17=-637/2531,13-17=412/2112,11-13=-256/2001,8-11=419/2445 WEBS 5-13=-315/1427,6-13=-851/395,6-11=-100/677,7-11=-334/295,4-13=-744/383, 4-17=-85/472,3-17=-372/292 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-0 to 3-24,Irrte,ra(113- to-24-0-0, Interior(1)24-0-0 to 36-10-0,Exterior(2)36-10-0 to 40-10-0 zone;cantilever left and right exposed;end vertical left and right ñGtNE %2 flop exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 V``_` s 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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs89200PE '9� 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. /.4/. 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 it • 4,/,will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)A plate rating reduction of 20%has been applied for the green lumber members. Q Cr -pi_ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4OREGON 4/ 8=382,2=382. / j�Q j• Zell 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Q 14, 0.`!. sheetrock be applied directly to the bottom chord. V iER R ILA- EXPIRES: 12-31-2019 March 7,2019 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819618 B1901021 A07 Common 1 1 Job Reference(optional) , ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:48 2019 Page 1 ID:bBeibdkALvCj1 p0jh D5XQzdl?o-SgOkDsVX1 SGGQ82yxsOvFIeXPDYBh129E6vv6BzdGs9 -0-9 6-8-0 I 13-4-0 I 20-0-0 26-8-0 I 33-4-0 I 40-0-0 4-0-0 -0- 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 6-8-0 1-0-0 Scale=1:79.4 556 = 5 189JO 16 3x4 17 354 4 6 • 556 i ' \ 7.00 112 858 411614 3 7 1&(..13 18 1 2 O 4x6 = 12 19 20 11 21 22 10 4x6 = o Io 3x4 = 354 = 5x10 = 10-0-0 20-0-0 30-0-0 40-0-0 10-0-0 10-0-0 10-0-0 10-0-0 Plate Offsets(X,Y)— [2:0-0-0,0-0-4],[3:0-2-12,0-3-0],[8:Edge,0-0-4],[11:0-5-0,0-3-4] TCLL LOADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.28 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.63 10-11 >749 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:217 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. 3-5,5-7:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 DF No.1&Btr G 8-5-2 oc bracing:2-12. WEBS 2x4 DF Std G'Except' WEBS 1 Row at midpt 6-11,4-11 5-11,6-11,4-11:2x4 DF No.1&Btr G REACTIONS. (lb/size) 8=1729/0-5-8,2=1729/0-5-8 Max Horz 2=-351(LC 10) Max Uplift 8=-385(LC 13),2=-385(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2708/585,3-4=-2493/567,4-5=-1752/517,5-6=-1753/517,6-7=-2510/568, 7-8=-2735/593 BOT CHORD 2-12=-621/2485,11-12=-390/2034,10-11=-230/1857,8-10=-396/2267 WEBS 5-11=-308/1333,6-11=-796/394,6-10=-106/607,7-10=-363/296,4-11=-795/393, 4-12=-104/591,3-12=-335/287 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-0 to 3-2-0,Interior(1)3-2-0 to 16-0-0,Exterior(2)16-0-0 to 24-0-0, Interior(1)24-0-0 to 36-10-0,Exterior(2)36-10-0 to 40-10-0 zone;cantilever left and right exposed;end vertical left and right n exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 n1�C U PRO/ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Fully Exp.;Ct=1.10 .C(51/4` �tS 3)Unbalanced snow loads have been considered for this design. CJ to,IN4. s/O 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ` Nr 7 2 non-concurrent with other live loads. (V 9 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' •• I I ' 1.. - . - rwlgrwr8 ARaMveteed f t alt areas where a um-tangle 3-6-0 tett by 2-0-0 wide -3111 will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. - , 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=385,2=385. fl -pG OREGON tt. � 44- 4114Rl -- EXPIRES: 12-31-2019 March 7,2019 r 1 mit A WARNING-VerifydesignM� rg 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 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Krug Circle Safetylnromwyon available from Truce Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819619 B1901021 A08 GABLE 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:49 2019 Page 1 I D:bBeibdkA_LvCj 1 p0jhD5XQzdl?o-wta6RCW9olO621d8VZX8n WAr7d2NQHUJTmeSfdzdGs8 .0 20-0-0 40-0-0 41-0 ) 11-0 20-0-0 i 20-0-0 1-0-0 Scale=1:83.2 5x6 = 13 i14 12 15 4711 48 10 16 9 \. 17 8 , 4x8 i 7 - E ; - 18 4x8 7.00 t2 E 8 - 19 5 6 4 Ef C( ire 4 20 21 2 3 � x6 IIIII 0 1y 22 0 II oZ a a 0 - e a a ® r a : �a _ - 23`1 9v 4o 1I Ocir 4x6 = 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x6 = 5x6 = 8x8 = 3x6 -77"- 3x6 3x6 i 40-0-0 II 40-0-0 Plate Offsets(X,Y)- [2:0-0-0,0-0-4],[22:0-0-0,0-0-4],[28:0-4-0,0-2-0],[33:0-3-0,0-3-0],[45:0-1-2,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 22 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 22 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 22 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-SH Weight:311 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 6-13,13-19:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G WEBS 1 Row at midpt 13-33,12-34,11-35,10-36,14-32,15-31, WEBS 2x8 DF No.2 16-30 OTHERS 2x4 DF Std G*Except* 13-33,12-34,14-32:2x4 DF No.1&Btr G REACTIONS. All bearings 40-0-0. (Ib)- Max Horz 2=-351(LC 10) Max Uplift All uplift 100 lb or less at joint(s)22,33,34,35,36,37,38,39,40, 41,32,31,30,24 except 2=-103(LC 8),42=-102(LC 12),29=-146(LC 13), 27=-192(LC 13),25=-153(LC 13) Max Gray All reactions 250 lb or less at joint(s)22,2,36,37,38,39,40,41,42, 30,26,24,28 except 33=283(LC 13),34=275(LC 19),35=255(LC 19),32=275(LC 20),31=259(LC 20),29=260(LC 23),27=325(LC 23),25=269(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-344/281,3-4=-275/247,10-11=-190/270,11-12=-240/307,12-13=-282/341, 13-14=-282/341,14-15=-240/291 WEBS 13-33=-259/171,18-27=-283/218 NOTES- - _ 00- pt 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; t3 MWFRS(envelope)gable end zone and C-C Corner(3)-0-10-0 to 3-2-0,Exterior(2)3-2-0 to 16-0-0,Comer(3)16-0-0 to 24-0-0, �r'J� �NGINEFR s/Q Exterior(2)24-0-0 to 36-10-0,Corner(3)36-10-0 to 40-10-0 zone;cantilever left and right exposed;end vertical left and right ,� ,7 29 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 89200PE 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 ��• i: 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs © SC non-concurrent with other live loads. OREGON 44/ 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. G/ r 14 Z��y`!. 8)Gable studs spaced at 2-0-0 oc. �R R'L`' �/ 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. EXPIRES: 12-31-2019 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,33,34,35, March 7,2019 36 37 38 39 40 41 32 31 30 24 except(it=lb)2=103,42=102,29=146,27=192.25=153. m r MOO 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook 85819620 B1901021 B01 GABLE 1 1 Job Reference(optional) . Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:42:38 2019 Page 1 ID:bBeibdkA_LvCj 1 pOjhD5XQzdl?o•kdhpBDjbamQUu7_TE WsNINUy9fvU9cGi5LgvY7zdFeV -1-0-0 9-11-12 12-11-819-11-8 20-11-8I 1-0-0 I I 9-11-12 2-11-12 7-0-0 1-0-0 4x4 = Scale=1:40.0 7 2x4 II ...4111111111 6 5x6 2x45 I I 8 ��19 20 2x4 II 15 • 8x8 i 4 Y� 7.00 12 14 3 ,„iii_ 16 0 3x8 II 3x8 1 2 e 111103x8 w 9 10 0 tJ Y t� 11 To �1 21 13 22 12 11 Io a. 3x4 = 23 3x4 = 2x4 H 5x16 = 2x4 II 6-2-4 12-11-8I 19-11-8 6-2-4 6-9-4 7-0-0 Plate Offsets(X,Y)— [3:0-2-8,0-3-8],[8:0-1-12,0-3-0],[12:0-3-4,0-2-8] LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft L/d PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.04 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.13 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-SH Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2°Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 7-8,3-7:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):14,15 WEBS 2x4 DF Std G`Except* 8-12:2x8 DF No.2,3-14:2x6 DF No.2 OTHERS 2x4 DF Std G REACTIONS. (lb/size) 2=231/0-3-8 (min.0-1-8),9=662/0-5-8 (min.0-1-8),12=945/0-5-8 (min.0-1-8) Max Horz 2=-184(LC 8) Max Uplift 2=-47(LC 11),9=-172(LC 29),12=-275(LC 10) Max Gray 2=245(LC 17) ,9=676(LC 18),12=945(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-20=-549/143,9-20=-762/141 BOT CHORD 12-23=-7/584,11-23=-7/584,9-11=-10/578 WEBS 12-14=-997/277,14-16=-707/230,15-16=-656/192,8-15=-627/221,8-11=0/311, 3-18=-152/403,17-18=-155/406,14-17=-154/405,3-12=-517/319,6-16=-270/155 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ED PROF n 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 C' Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. Co.' G(NE s/ 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 Grp 'N F'9 Q2 4)Unbalanced snow loads have been considered for this design. 44 9 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �: :9200PE f r----------- t1erlleeth-Dthsr Its bods 6)Gable studs spaced at 2-0-0 oc. „00110.:-.0.!7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� :• 8 )*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Cr 9)A plate rating reduction of 20%has been applied for the green lumber members. "yt. 4,OREGON�t A(/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 2,172 lb uplift at / '1 rLQ joint 9 and 275 lb uplift at joint 12. Q A� Y 4 V� 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 't'{ R R(`� V 1. 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 5-10-12 to connect truss(es)to front face of bottom chord. EXPIRES: 12-31-2019 13)Fill all nail holes where hanger is in contact with lumber. March 7,2019 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)95 lb down and 147 lb up at wrnmuvw m n Payr;r,.. ......--•...y...................................,..,-........-....,,....�......•,.....r..............�...-•......... -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEI(REFERENCE PAGE LOI-7177 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' H always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS17TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Tres Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819620 B1901021 B01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:42:38 2019 Page 2 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-kdhpBDjbamQUu7_TEWsNINUy9fVU9cGi5LgVY7zdFeV NOTES- 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-64,7-10=-64,2-9=-20 Concentrated Loads(Ib) Vert:23=-63(F) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-52,7-10=-52,2-9=-20 Concentrated Loads(Ib) Vert:23=-51(F) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-52,7-19=-73,7-10=-25,2-9=-20 Concentrated Loads(Ib) Vert:23=-51(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-25,7-20=-73,10-20=-51,2-9=-20 Concentrated Loads(Ib) Vert:3=-47(F)23=-51(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-14,7-10=-14,2-9=-40 Concentrated Loads(Ib) Vert:23=-13(F) 6)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-7=-12,7-9=17,9-10=11,2-9=-12 Horz:1-2=-12,2-7=3,7-9=25,9-10=19 Concentrated Loads(Ib) Vert:3=115(F)23=49(F) 7)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-7=17,7-9=-12,9-10=3,2-9=-12 Horz:1-2=-19,2-7=-25,7-9=-3,9-10=12 Concentrated Loads(Ib) Vert:3=46(F)23=49(F) 8)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-7=-30,7-9=-1,9-10=5,2-9=-20 Horz:1-2=10,2-7=16,7-9=13,9-10=19 Concentrated Loads(Ib) Vert:3=147(F)23=57(F) 9)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-7=-1,7-9=-30,9-10=-24,2-9=-20 Horz:1-2=-19,2-7=-13,7-9=-16,9-10=-10 Concentrated Loads(Ib) Vert:3=77(F)23=57(F) 10)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-7=36,7-9=17,9-10=11,2-9=-12 Horz:1-2=-38,2-7=-45,7-9=25,9-10=19 Concentrated Loads(Ib) Vert:3=11(F)23=49(F) 11)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase71.6.0,Plate_Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-7=17,7-9=36,9-10=30,2-9=-12 Horz:1-2=-19,2-7=-25,7-9=45,9-10=38 Concentrated Loads(Ib) Vert:3=46(F)23=49(F) 12)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-7=23,7-9=11,9-10=5,2-9=-12 Horz:1-2=-25,2-7=-31,7-9=20,9-10=13 Concentrated Loads(Ib) Vert:3=32(F)23=49(F) 13)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-7=11,7-9=23,9-10=16,2-9=-12 Horz:1-2=-13,2-7=-20,7-9=31,9-10=25 Concentrated Loads(Ib) Vert:3=60(F)23=49(F) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 1 I,.VIIrnIUMI VII NtlyC 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 budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPl1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Inforrealion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819620 61901021 B01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:42:38 2019 Page 3 • ID:bBeibdkA_LvCjl pOjh D5XQzdl?o-kdhpBDjbamQUu7_TEWsNINUy9fvU9cGi5Lgvy7zdFeV LOAD CASE(S) Uniform Loads(plf) Vert:1-2=24,2-7=18,7-9=-1,9-10=5,2-9=-20 Horz:1-2=-38,2-7=-32,7-9=13,9-10=19 Concentrated Loads(Ib) Vert:3=42(F)23=57(F) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-7=-1,7-9=18,9-10=24,2-9=-20 Horz:1-2=-19,2-7=-13,7-9=32,9-10=38 Concentrated Loads(Ib) Vert:3=77(F)23=57(F) 16)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-114,2-7=-14,7-9=-14,9-10=-114,2-9=-20 Concentrated Loads(Ib) Vert:23=-13(F) 17)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-19=-64,7-19=-92,7-10=-29,2-9=-20 Concentrated Loads(Ib) Vert:23=-63(F) 18)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-29,7-20=-92,10-20=-64,2-9=-20 Concentrated Loads(Ib) Vert:3=-63(F)23=-63(F) 19)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-7=-14,7-10=-14,2-9=-20 Concentrated Loads(Ib) Vert:23=-13(F) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-7=-64,7-9=-42,9-10=-37,2-9=-20 Horz:1-2=7,2-7=12,7-9=9,9-10=14 Concentrated Loads(Ib) Vert:3=110(F)23=43(F) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-7=42,7-9=-64,9-10=-59,2-9=-20 Horz:1-2=-14,2-7=-9,7-9=-12,9-10=-7 Concentrated Loads(Ib) Vert:3=58(F)23=43(F) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-7=-28,7-9=42,9-10=-37,2-9=-20 Horz:1-2=-29,2-7=-24,7-9=9,9-10=14 Concentrated Loads(Ib) Vert:3=31(F)23=43(F) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-7=42,7-9=-28,9-10=-23,2-9=-20 Horz:1-2=-14,2-7=-9,7-9=24,9-10=29 Concentrated Loads(Ib) Vert:3=58(F)23=43(F) 24)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-7=-12,7-9=17,9-10=11,2-9=-12 Horz:1-2=-12,2-7=3,7-9=25,9-10=19 Concentrated Loads(Ib) Vert:3=-17(F)21=-8(F)22=-8(F)23=-35(F) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-7=17,7-9=-12,9-10=3,2-9=-12 r ______._ .. Concentrated Loads(Ib) Vert:3=-75(F)21=-8(F)22=-8(F)23=-35(F) 26)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-7=-30,7-9=-1,9-10=5,2-9=-20 Horz:1-2=10,2-7=16,7-9=13,9-10=19 Concentrated Loads(Ib) Vert:3=20(F)23=-27(F) 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 4 ♦.vr nn ruw 1-0r yayu.1. 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 Trues Plate Inatttute,218 N.Lee Street,Sutte 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819620 B1901021 B01 GABLE 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:42:38 2019 Page 4 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-kdhpBDjbamQUu7_TEWsNINUy9fVU9cGi5LgvY7zdFeV LOAD CASE(S) Uniform Loads(pit) Vert 1-2=5,2-7=-1,7-9=-30,9-10=-24,2-9=-20 Horz:1-2=-19,2-7=-13,7-9=-16,9-10=-10 Concentrated Loads(Ib) Vert:3=-39(F)23=-27(F) 28)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-7=36,7-9=17,9-10=11,2-9=-12 Horz:1-2=-38,2-7=-45,7-9=25,9-10=19 Concentrated Loads(Ib) Vert:3=-95(F)21=-8(F)22=-8(F)23=-35(F) 29)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert 1-2=11,2-7=17,7-9=36,9-10=30,2-9=-12 Horz:1-2=-19,2-7=-25,7-9=45,9-10=38 Concentrated Loads(Ib) Vert:3=-75(F)21=-8(F)22=-8(F)23=-35(F) 30)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-7=23,7-9=11,9-10=5,2-9=-12 Horz:1-2=-25,2-7=-31,7-9=20,9-10=13 Concentrated Loads(Ib) Vert:3=-81(F)21=-8(F)22=-8(F)23=-35(F) 31)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-7=11,7-9=23,9-10=16,2-9=-12 Horz:1-2=-13,2-7=-20,7-9=31,9-10=25 Concentrated Loads(Ib) Vert:3=-69(F)21=-8(F)22=-8(F)23=-35(F) 32)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-7=18,7-9=-1,9-10=5,2-9=-20 Horz:1-2=-38,2-7=-32,7-9=13,9-10=19 Concentrated Loads(Ib) Vert:3=-58(F)23=-27(F) 33)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert 1-2=5,2-7=-1,7-9=18,9-10=24,2-9=-20 Horz:1-2=-19,2-7=-13,7-9=32,9-10=38 Concentrated Loads(Ib) Vert:3=-39(F)23=-27(F) 34)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-7=-64,7-9=-42,9-10=-37,2-9=-20 Horz:1-2=7,2-7=12,7-9=9,9-10=14 Concentrated Loads(Ib) Vert:3=15(F)23=-52(F) 35)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-7=-42,7-9=-64,9-10=-59,2-9=-20 Horz:1-2=-14,2-7=-9,7-9=-12,9-10=-7 Concentrated Loads(Ib) Vert:3=-29(F)23=-52(F) 36)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-7=-28,7-9=-42,9-10=-37,2-9=-20 Horz:1-2=-29,2-7=-24,7-9=9,9-10=14 Concentrated Loads(Ib) Vert:3=-44(F)23=-52(F) 37)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-7=-42,7-9=-28,9-10=-23,2-9=-20 Horz:1-2=-14,2-7=-9,7-9=24,9-10=29 Concentrated Loads(Ib) Vert:3=-29(F)23=-52(F) tONNIM 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/IPI1 quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available hum Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819621 B1901021 B02 Common 3 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:51 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-sFhssuYPKNegHbnXc_ZctxG85Qc5uBUcw37ZjWzdGs6 4-11-14 9-11-12I 14-11-10 I 19-11-8 �0-11-8 4-11-14 4-11-14 4-11-14 4-11-14 1-0-0 Scale=1:40.5 4x4 = 3 jilli 7.00 12 10 11 9 2x4 5x6 2 4 8 12 1 5 c, 60 I e i ,\ I,0 a O XB H 7 MI Id 3x8 = 3x8 = 9-11-12 19-11-8 9-11-12 I 9-11-12 Plate Offsets(X,Y)– [1:0-3-9,Edge],[1:0-1-1,0-5-14],[1:0-0-9,0-0-15],[4:0-3-0,0-3-0],[5:0-8-0,0-0-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.13 1-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.42 1-7 >555 180 TCDL 7.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. 4-6:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G WEDGE Left:2x4 DF Std-G REACTIONS. (lb/size) 5=889/0-5-8,1=817/0-5-8 Max Horz 1=-180(LC 10) Max Uplift 5=-205(LC 13),1=-172(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1188/312,2-3=-903/243,3-4=-908/242,4-5=-1205/314 BOT CHORD 1-7=-272/968,5-7=-171/980 WEBS 3-7=-77/535,4-7=-369/264,2-7=-352/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-11-12,Exterior(2)6-11-12 to 12-11-12,Interior(1)12-11-12 to 17-9-8,Exterior(2)17-9-8 to 20-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �C aEp PR pF�Css 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category11;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �c,;<<"1‘‘' 'J �G�yGINEt•-, /p non-concurrent with other live loads. 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <Cf 'p 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .9 1 o P r' 7)A plate rating reduction of 20%has been applied for the green lumber members. — 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . ` .•" i•-/`"� 5=205,1=172. 74. OREGON ,¢ 1 <0 lr14, 2° P a7 P R I I.--6 EXPIRES: 12-31-2019 March 7,2019 4 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,SuBe 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819622 B1901021 CO1 GABLE 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:52 2019 Page 1 • ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-KSFF3DZ15gmhvlMjAi4rP8oNdg4ldhel9jt7FyzdGs5 -1-0-0 7-0-0 14-0-0 15-0-0 1-0-0 I 7-0-0 7-0-0 1-0-0 Scale=1:29.8 5x6 = 5 >24t No'47'a•se'Z�31 ''.sa3r'rd:� AT.. ':oaf�:�Ze'y�� ::�7s:•3''e'.� d'��::t'�R e'Lia►'.e'ioc e s�a'dd'�: 3L ,r, csr 0 3x4 = 14 13 12 11 10 3x4 = 14-0-0 II 14-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 8 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 8 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-SH Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. All bearings 14-0-0. (Ib)- Max Horz 2=-131(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,8,13,11 except 14=-121(LC 12),10=-121(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,8,12,13,11 except 14=257(LC 22),10=256(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)-0-10-0 to 2-2-0,Exterior(2)2-2-0 to 4-0-0,Corner(3)4-0-0 to 10-0-0, Exterior(2)10-0-0 to 11-10-0,Corner(3)11-10-0 to 14-10-0 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)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other five toads. q A 6)All plates are 2x4 MT20 unless otherwise indicated RE� T erE 7)Gable requiresudcontinuous bottom chord bearing. ��'�`� GINE n --/A9 8)Gable studs spaced of 2-0-0 oc. F Q 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide w 9200 P will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,13,11 except(jt=lb)14=121,10=121. — ' ASP 4 � ,�OREGON <v /0 4k 14 2t)ilfQ FRRILL 6 EXPIRES: 12-31-2019 March 7,2019 i IIIMIN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. n Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI i Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available fern Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819623 B1901021 CO2 Common 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:53 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-oepd HZZfs_uYWvxvkPb4yMLSyELOM7fvONcgoPzdGs4 7-0-0 14-0-0 15-0-0 7-0-0 7-0-0 1 1-0-0 Scale=1:29.3 5x6 = 2 ,' 7.00171i- 7 9 7 8 10 6 11 1 cc 3 '/I Y 4 0 /� o cs / o 0 li P/ 5 MI o 3x8 II 2x4 H 3x4 = 7-0-0 14-0-0 7-0-0 7-0-0 Plate Offsets(X,Y)— [1:0-0-9,0-0-15],[1:0-1-1,0-5-14],[1:0-3-9,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.07 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.15 1-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.13 Horz(CT) CT) 0.01 3 n/a n/a BCDL 10.0 * Code IBC2015/TPI2o14 Matrix-SH Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 2-4:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Std G WEDGE Left:2x4 DF Std-G REACTIONS. (lb/size) 3=639/0-5-8,1=566/0-5-8 Max Horz 1=-129(LC 8) Max Uplift 3=-153(LC 13),1=-119(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-734/182,2-3=-720/185 BOT CHORD 1-5=-62/526,3-5=-64/519 WEBS 2-5=0/310 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-0-0,Exterior(2)4-0-0 to 10-0-0, Interior(1)10-0-0 to 11-10-0,Exterior(2)11-10-0 to 14-10-0 zone;cantilever left and right exposed;end vertical left and right o r exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��2�1J r�O�css 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 ``S V 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ��Cj �NGI NEER /p non-concurrent with other live loads. -T 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '4 pp -7 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 89200PE_ I wNt At bdwesn lNe beMan� __.. . .4401°P7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=153,1=119. Gct Zi OREGON ix ', /40 q ' 14 2o\ 41i R I IA-f?) EXPIRES: 12-31-2019 March 7,2019 1 I mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M0-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Twee Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819624 61901021 JA01 Jack-Open 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:42:17 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-sawtn2TQWJnStutRWc_RPx6ReBbCk9YcGZEIJrzdFeq -1-0-0 0-11-8 1-10-15 1-0-0 0-11-8 0-11-8 Scale=1:13.7 3 5 \/ 7.00 12 /Lt( 2 1 o 6 7 4 3x4 = 6-0-0 II 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.07 2-4 >978 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.22 2-4 >326 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Weight:16 lb FT=20% BCOL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=188/0-5-8 (min.0-1-8),4=59/Mechanical,3=46/Mechanical Max Horz 2=69(LC 12) Max Uplift 2=-13(LC 12),3=-45(LC 12) Max Gray 2=195(LC 18),4=118(LC 5),3=52(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;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 Iced of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ci 7)A plate rating reduction of 20%r has been applied for the gr eeRJlllberJAemberc upliftjointupliftCa` ‘GIN GPRO Fess 8)Refer to girder(s)for truss to truss connections. \ N F O 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearingplate capable of withstanding13 lb at 2 and 45 lb at � I N /� joint 3. ' 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI ,� 89200PE 9� 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. L - •. • 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) p/ ��OREGON ...64// 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 O r 14 2 RP- Vert Uniform Loads(plf) Vert:1-3=64,2-4=-20 iiiFR R I0- 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert 1-3=-52,2-4=-20 March 7,2019 4 4 WI Ill,IUGNI VII pawl L mi 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 bradng 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 92680 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819624 81901021 JA01 Jack-Open 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:42:17 2019 Page 2 ID:bBeibdkA_LvCj l p0jhD5XQzdl?o-sawtn2TQWJnStutRWc_RPx6ReBbCk9YcGZEIJrzdFeq LOAD CASE(S) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-52,3-5=-54,2-4=-20 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-25,2-4=-20 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-14,2-4=40 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=63,2-3=41,2-4=-12 Horz:1-2=-72,2-3=49 7)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=-53,2-4=-20 Horz:1-2=-32,2-3=39 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-3=-12,2-4=-12 Horz:1-2=-12,2-3=3 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,2-4=-12 Horz:1-2=-19,2-3=-25 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-30,2-4=-20 Horz:1-2=10,2-3=16 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,2-4=-20 Horz:1-2=-19,2-3=-13 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=36,24=-12 Horz:1-2=-38,2-3=45 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,2-4=-12 Horz:1-2=-25,2-3=-31 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-3=18,24=-20 Horz:1-2=-38,2-3=-32 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-3=-7,24=-20 Horz:1-2=-13,2-3=-7 18)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-2=-114,2-3=-14,2-4=-20 19)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,3-5=-67,24=-20 20)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plfJ Vert:1-3=-29,24=-20 21)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-14,2-4=-20 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-3=-64,2-4=-20 Horz:1-2=7,2-3=12 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 1 curnmuuu un pays J / A �� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rev.1403/2015 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-8.9 and BCSI Building Component 250 Klug Circle Safetyln/onnation available Som Truce Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819624 91901021 JA01 Jack-Open 1 1 Job Reference(optional) Builders FiratSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:42:17 2019 Page 3 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-sawtn2TQWJnStutRWc_RPx6ReBbCk9YcGZEIJrzdFeq LOAD CASE(S) Uniform Loads(plf) Vert 1-2=-37,2-3=-42,2-4=-20 Horz:1-2=-14,2-3=-9 24)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,2-4=-20 Horz:1-2=-29,2-3=-24 25)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-3=-46,2-4=-20 Horz:1-2=-10,2-3=-5 26)Reversal:Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=63,2-3=41,2-4=-12 Horz:1-2=-72,2-3=-49 Concentrated Loads(Ib) Vert:6=-7(B)7=-8(B) 27)Reversal:Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=-53,2-4=-20 Horz:1-2=-32,2-3=39 28)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-3=-12,2-4=-12 Horz:1-2=-12,2-3=3 Concentrated Loads(Ib) Vert:6=-7(B)7=-8(B) 29)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,2-4=-12 Horz:1-2=-19,2-3=-25 Concentrated Loads(Ib) Vert:6=-7(B)7=-8(B) 30)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-30,2-4=-20 Horz:1-2=10,2-3=16 31)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,2-4=-20 Horz:1-2=-19,2-3=-13 32)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=36,2-4=-12 Horz:1-2=-38,2-3=-45 Concentrated Loads(Ib) Vert:6=-7(B)7=-8(B) 33)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Ib) Vert:6=-7(B)7=-8(B) 34)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,2-4=-12 Horz:1-2=-25,2-3=-31 Concentrated Loads(Ib) Vert 6=7(B)7=-8(B) 35)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Ib) Vert:6=-7(B)7=-8(B) 36)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-3=18,2-4=-20 Horz:1-2=-38,2-3=-32 37)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-3=-7,2-4=-20 Horz:1-2=-13,2-3=-7 38)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 ' wnununu vn pays C 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safelylnfarmation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLM-Lot 2 Willow Brook K5819624 01901021 JA01 Jack-Open 1 1 Job Reference(optional) Builders FirstSource/ProBuikl Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:42:17 2019 Page 4 ID:bBeibdkA_LvCj l p0jhD5XQzdl?o-sawtn2TQWJnStutRWc_RPx6ReBbCk9YcGZEIJrzdFeq LOAD CASE(S) Uniform Loads(plf) Vert:1-2=-59,2-3=-64,2-4=-20 Horz:1-2=7,2-3=12 39)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=42,2-4=-20 Horz:1-2=-14,2-3=-9 40)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,2-4=-20 Horz:1-2=-29,2-3=-24 41)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=42,2-3=46,2-4=-20 Horz:1-2=-10,2-3=-5 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety lntormalon available from Trues Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply PLH-Lot 2 Willow Brook ` 1(5819625 B1901021 JA02 Jack-Open 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240$Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:54 2019 Page 1 • ID:bBeibdkA_LvCj 1 p0jhD5XQzdl?o-GqN?UvalcI0P83W5H76JUZuhPeae5bs2d 1 MDKrzdGs3 -1-0-0 1-11-8 3-10-15 1-0-0 I 1-11-8 1-11-8 Scale=1:17.1 3 0 7.001 5 2 t i r m IIIIM 4 ►/ 3x4 = 6-0-0 II 6-0-0 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 0.08 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-4 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 • Code IBC2015/TP12014 Matrix-P Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=106/Mechanical,2=251/0-5-8,4=57/Mechanical Max Horz 2=120(LC 12) Max Uplift 3=-96(LC 12),2=-34(LC 12) Max Gray 3=117(LC 19),2=253(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber-members: �� Op,. 8)Refer to girder(s)for truss to truss connections. 9Refer toid girder(s)for trunn to is yonhers)os.ft ��'` O G1NE n s�29 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. �� N F.7 Q cc 89200PE <' 1.240 tiOREGON�� Lzvi 'Qt 1 14 20 e4` MRRILA- EXPIRES: 12-31-2019 March 7,2019 1 ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ( a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI!TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819626 B1901021 JA03 Jack-Open 7 1 Job Reference(optional) , ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:54 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-GqN?UvalcIQP83W5H76JUZuf6ebg5b42d1 MDKrzdGs3 -1-0-0 3-0-0 6-0-0 1-0-0 3-0-0 3-0-0 Scale=1:24.4 2x4 I I 4 3 • 7.00 112 7 2 1 r w 6 3x4 = 5 2x4 I I 6-0-0 6-0-0 TCLL 25. LOADING (pat) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.05 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.16 2-6 >404 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 2=305/0-5-8,6=248/Mechanical Max Horz 2=175(LC 12) Max Uplift 2=-49(LC 12),6=-122(LC 12) Max Gray 2=311(LC 19),6=281(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. t PR Opp, 8)Refer to girder(s)for truss to truss connections. \ 9)Provide;2dmechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) ��Gj oyG1 NE, A /6= O •T 1- /it/► CC 17, A OREGON Ix Azo 470'74k 14 2.% RP- EXPIRES: 12-31-2019 March 7,2019 t 1 put A WARNING-Verify design mem my g parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/33!2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI,IPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety lnfolmaaen available MIT Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819627 B1901021 JA04 Jack-Open 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:55 2019 Page 1 I D:bBeibdkA_LvCj1 p0jhD5XQzdl?o-11 xNhFbwNb8Gm D5IrgeY1 nQn 12wvp21Brh 5nsHzdGs2 6 3-0-0 I -0-0 3-0-0 3-0-0 Scale=1:24.5 2x4 II 3 2 7.00 12 04/ ,i10 1 ,q5111141. immil Ml5 4 3x4 = 2x4 II 3x6 6-0-0 6-0-0 Plate Offsets(X,Y)— [1:0-0-0,0-0-15],[1:0-0-15,0-4-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.05 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.16 1-5 >404 180 TCDL 7.0 Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G WEDGE Left:2x4 DF Std-G REACTIONS. (lb/size) 1=230/0-5-8,5=254/Mechanical Max Horz 1=166(LC 12) Max Uplift 1=-11(LC 12),5=-128(LC 12) Max Gray 1=233(LC 18),5=277(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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 3-6-0 tall by 2-0-0 wide SOD PR°FFsn 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. e4, �NGI NE�� IJ�O 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) C? 2 5=128. '' 89200PE 9r ti 1-/40.744/2", ,OREGON � -....Ai 14 2P\ 4 • RRtI-X-e' EXPIRES: 12-31-2019 March 7,2019 l I lomm 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/7P11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819628 B1901021 JB01 Jack-Open 2 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:55 2019 Page 1 ID:bBeibdkA_LvCj 1 p0jhD5XQzdl?o-11 xNh FbwNb8GmD5lrgeY1 nQts241 p26Brh5nsHzdGs2 -1-0-0 2-0-0 1-0-0 2-0-0 Scale=1:11.5 3 7.00 12 ' - o ao 2 1 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight: BCDL 10.0 g t:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=51/Mechanical,2=149/0-3-8,4=20/Mechanical Max Horz 2=71(LC 12) Max Uplift 3=-48(LC 12),2=-37(LC 12) Max Gray 3=56(LC 22),2=153(LC 18),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. �C D PR Opus 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. NGI NEA /O 1:t"� 89200PE 9f p4 OREGON i0 11y. 1 20 �P EXPIRES: 12-31-2019 March 7,2019 I i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSUTPl1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Infenmatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819629 B1901021 JB02 Jack-Open 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:56 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-DDVIvbcY8vG7NMgUPX9na_z1XRILYVML4LrKOjzdGs1 2-0-0 2-0-0 Scale=1:11.5 2 7.00 12 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 1 1 3x4 = 3 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 1-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.01 1-3 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:8 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 OF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=82/0-3-8,3=83/Mechanical Max Horz 1=53(LC 9) Max Uplift 1=-2(LC 9),3=-37(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. <c ED PROren � �� NGINEF /o29r '9200P ..1"0/ Lt/cro Ai OREGON 1), ' �14 2Pt R1lk-0 EXPIRES: 12-31-2019 March 7,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7173 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 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 Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819630 B1901021 JY01 Jack-Open Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:41:44 2019 Page 1 ID:bBeibdkA_LvCj 1 p0jh D5XQzdl?o-KERPsm3jHAd8Qgs54BuiZ_FozuS KVENIgxk2fFzdFfL -1-0-0 0-11-8 1-10-15 l 1-0-0 0-11-8 0-11-8 Scale=1:11.2 3 5 7.00 12 2 1 . , m a _ 6 4 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.04 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 • Code IBC2015/TP12014 Matrix-P Weight:13 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=168/0-5-8 (min.0-1-8),4=39/Mechanical,3=65/Mechanical Max Horz 2=69(LC 12) Max Uplift 2=-25(LC 12),3=-75(LC 12) Max Gray 2=175(LC 18),4=78(LC 5),3=74(LC 38) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. ti PR c 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 2 and 75 lb uplift at ,�*�� OFcts joint 3. �`' �C.NeI NEER s/O 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 89200PE "Pr 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)52 lb down and 67 lb up at AP�� . ... 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(B). >, -pG Cr OREGON ,�Gti LOAD CASE(S) / '9f Zo'` 4' + Q 1 1)Dead Snow(balanced): Increase-1.1 Plate4 ( ) 5, Increase 1.15 + A, Uniform Loads(plf) 4ER R I l._- V Vert:1-3=-64,2-4=-20 �7 Concentrated Loads(Ib) Vert:3=-19(F) EXPIRES: 12-31-2019 March 7,2019 ,1.11amucv yr I payn L __ + A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Pill-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 Mill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mileky is always required for stability and to prevent collapse 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?P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Inormetlon avafabte from Truss Plate Institute,218 N.Lee Street,Suse 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819630 B1901021 JV01 Jack-Open Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:41:44 2019 Page 2 ID:bBeibdkA_LvCj l pOjhD5XQzdl?o-KERPsm3jHAd8Qgs54BuiZ_FozuS KVENIgxk2fFzdFfL LOAD CASE(S) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-52,2-4=-20 Concentrated Loads(Ib) Vert:3=-16(F) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-52,3-5=-54,2-4=-20 Concentrated Loads(Ib) Vert:3=-15(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,2-4=-20 Concentrated Loads(Ib) Vert:3=-26(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-14,2-4=-40 Concentrated Loads(Ib) Vert:3=4(F) 6)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=63,2-3=41,2-4=-12 Horz:1-2=-72,2-3=49 Concentrated Loads(Ib) Vert:3=28(F) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-2=18,2-3=-53,2-4=-20 Horz:1-2=-32,2-3=39 Concentrated Loads(Ib) Vert:3=67(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-3=-12,2-4=-12 Horz:1-2=-12,2-3=3 Concentrated Loads(Ib) Vert:3=50(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-2=11,2-3=17,2-4=-12 Horz:1-2=-19,2-3=-25 Concentrated Loads(Ib) Vert:3=38(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-30,2-4=-20 Horz:1-2=10,2-3=16 Concentrated Loads(Ib) Vert:3=58(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,2-4=-20 Horz:1-2=-19,2-3=-13 Concentrated Loads(Ib) Vert:3=46(F) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=36,2-4=-12 Horz:1-2=-38,2-3=45 Concentrated Loads(Ib) Vert:3=30(F) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,24=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Ib) Vert:3=40(F) 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,2-4=-12 Hors:1-2=-25,2-3=-31 Concentrated Loads(Ib) Vert:3=36(F) 15)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 l.Ui lel IUGU Ulf pdyu A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �y Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona.CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819630 B1901021 JV01 Jack-Open Girder 2 1 Job Reference(optional) r Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:41:44 2019 Page 3 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-KERPsm3jHAd8Qgs54Bui2_FozuSKVENIgxk2fFzdFfL LOAD CASE(S) Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Ib) Vert:3=40(F) 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-3=18,2-4=-20 Horz:1-2=-38,2-3=-32 Concentrated Loads(Ib) Vert:3=38(F) 17)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert 1-2=-1,2-3=-7,2-4=-20 Horz:1-2=-13,2-3=-7 Concentrated Loads(Ib) Vert:3=48(F) 18)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-114,2-3=-14,2-4=-20 Concentrated Loads(Ib) Vert:3=4(F) 19)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-5=-64,3-5=-67,2-4=-20 Concentrated Loads(Ib) Vert:3=-19(F) 20)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,24=-20 Concentrated Loads(Ib) Vert:3=-34(F) 21)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-3=-14,24=-20 Concentrated Loads(Ib) Vert:3=4(F) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-3=-64,24=-20 Horz:1-2=7,2-3=12 Concentrated Loads(Ib) Vert:3=43(F) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=42,24=-20 Horz:1-2=-14,2-3=-9 Concentrated Loads(Ib) Vert:3=34(F) 24)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,24=-20 Horz:1-2=-29,2-3=-24 Concentrated Loads(Ib) Vert:3=28(F) 25)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=42,2-3=46,2-4=-20 Horz:1-2=-10,2-3=5 Concentrated Loads(Ib) Vert:3=36(F) 26)Reversal:Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-2=63,2-3=41,24=-12 Horz:1-2=-72,2-3=-49 Concentrated Loads(Ib) Vert:3=-52(F)6=-7(F) 27)Reversal:Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=-53,24=-20 Hors:1-2=-32,2-3=39 Concentrated Loads(Ib) Vert:3=-13(F) 28)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 '.Unur IUOU Ui 1 payo wA 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 MiT®k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 end BCSI Building Component 250 Klug Circle Safely Information available horn Trues Pate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819630 B1901021 JV01 Jack-Open Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MTek Industries,Inc.Thu Mar 7 14:41:44 2019 Page 4 ID:bBeibdkA_LvCj 1 p0jhD5XQzdl?o-KERPsm3jHAd8Qgs54BuiZ_FozuS KVENIgxk2fFzdFfL LOAD CASE(S) Uniform Loads(plf) Vert:1-2=3,2-3=-12,2-4=-12 Horz:1-2=-12,2-3=3 Concentrated Loads(Ib) Vert:3=-30(F)6=-7(F) 29)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,2-4=-12 Horz:1-2=-19,2-3=-25 Concentrated Loads(Ib) Vert:3=-42(F)6=-7(F) 30)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-30,2-4=-20 Horz:1-2=10,2-3=16 Concentrated Loads(Ib) Vert:3=-22(F) 31)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,2-4=-20 Horz:1-2=-19,2-3=-13 Concentrated Loads(Ib) Vert:3=-34(F) 32)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=36,2-4=-12 Horz:1-2=-38,2-3=-45 Concentrated Loads(Ib) Vert:3=-50(F)6=-7(F) 33)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Ib) Vert:3=-39(F)6=-7(F) 34)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,2-4=-12 Horz:1-2=-25,2-3=-31 Concentrated Loads(Ib) Vert:3=-44(F)6=-7(F) 35)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Ib) Vert:3=-39(F)6=-7(F) 36)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-3=18,2-4=-20 Horz:1-2=-38,2-3=-32 Concentrated Loads(Ib) Vert:3=-42(F) 37)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-3=-7,2-4=-20 Horz:1-2=-13,2-3=-7 Concentrated Loads(Ib) Vert:3=-32(F) 38)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-3=-64,2-4=-20 Horz:1-2=7,2-3=12 Concentrated Loads(Ib) Vert:3=-22(F) 39)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=-42,2-4=-20 Horz:1-2=-14,2-3=-9 Concentrated Loads(Ib) Vert:3=-31(F) 40)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,2-4=-20 Horz:1-2=-29,2-3=-24 Concentrated Loads(Ib) Vert:3=-37(F) wnonuw un pays AWARNING-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 a s building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IyftT®k0 is always required for stability and to prevent collapse 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,0513-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819630 B1901021 JV01 Jack-Open Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuid Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:41:44 2019 Page 5 ID:bBeibdkA_LvCj 1 p0jhD5XQzdl?o-KERPsm3jHAd8Qgs54Bu iZ_FozuSKVENIgxk2fFzdFfL LOAD CASE(S) 41)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-3=46,2-4=-20 Horz:1-2=-10,2-3=-5 Concentrated Loads(Ib) Vert:3=-29(F) I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM-7473 rev.1W03/2015 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/TPl1 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 Oty Ply PLH-Lot 2 Willow Brook K5819631 B1901021 JY02 Jack-Open 2 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:57 2019 Page 1 • I D:bBeibdkA_LvCj 1 p0jhD5XQzdl?o-h P386xcAvCO_?WFgzFgO6C WCerjsHybUJ?auxAzdGsO -1-0-0 1-11-8 3-10-15 1-0-0 1-11-8 1-11-8 Scale=1:17.1 3 112d##�- 7.00 2 b 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 2-4 >999 180 TCOL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Weight:18 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=106/Mechanical,2=231/0-5-8,4=37/Mechanical Max Horz 2=120(LC 12) Max Uplift 3=-96(LC 12),2=-46(LC 12) Max Gray 3=117(LC 19),2=233(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=140mph(3-second gust)Vasd=111 mph;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green-lumber rernbera. F8)Refer to girder(s)for truss to truss connections. d PR OF 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. *<<":E‘AGI NEFSO OA_ -09 ¢ 89200PE 4. ,�OREGON \"- /O '4- 1420 4 �FRRl1.k- EXPIRES: 12-31-2019 March 7,2019 4 __ I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse 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/1391 Quality Criteria,DSB-89 and BCSI Building Component 260 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819632 B1901021 JY03 Jack-Open 2 1 Job Reference(optional) • ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:58 2019 Page 1 I D:bBeibdkA_LvCj1 p0jhD5XQzdl?o-9cdWKHdogW WrdgptWyBFfP2NAF350PreXfKRTczdGs? -1-0-0 2-0-0 4-0-0I 5-10-15 1-0-0 2-0-0 2-0-0 1-10-15 Scale=1:23.0 4 cn NT 4. o 7.00 112 3 6 Io .' o n v 75 -#�# 2 NIMIIMIMIMIIMIMi 8 3x4 = 5 4-0-0 4-0-0 TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=Mechanical,3=0-1-8. (Ib)- Max Horz 2=172(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-150(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,2,5,3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. ac tj PR QF 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. ,�(L`` css 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except 5 G1 'E /p (jt=lb)3=150. �. ' F'" 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. ,k/ Illi • 9f MIK r. G $OREGON\ix Z4 a '1J 14, 2° P#' � R R I I-k-0 EXPIRES: 12-31-2019 March 7,2019 4 • A WARNING-Verify design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" 1'T®la is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component 2508 Circle Sdety Mlonnetion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819633 B1901021 JY04 Jack-Open 2 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:58 2019 Page 1 • ID:bBeibdkA_LvCj 1 p0jhD5XQzdl?o-9cdWKHdog W WrdgptWyBFfP2N5F350 PreXfKRTczdGs? -1-0-0 2-0-0 4-0-0 7-10-15 1-0-0 2-0-0 I 2-0-0 3-10-15 Scale=1:29.0 5 1' v d 12 9 V ,-�-,- 7.00 M 6 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 2-6 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:28 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(t=length)2=0-5-8,3=0-1-8,4=0-3-2. (Ib)- Max Horz 2=209(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=-154(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,2,6,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-0 to 2-2-0,Interior(1)2-2-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. nG� n 7)A plate rating reduction of 20%has been applied for the green lumber members. ` ```� Opk- 8)Refer to girder(s)for truss to truss connections. '\� ��(VE s� 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. Ca e , a 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except fir? 4- (jt=1b)3=154. ^9200P r 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. -0, Cil A OREGON�� <v, 'O.. ' 14 2°gP, FRR1lN.- EXPIRES: 12-31-2019 March 7,2019 tI ..aa. mit 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 Wok* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819634 B1901021 JY05 Jack-Open 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:19:59 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-doAuXdeQRgeiEgO34giUBdbX?fPKls5nmJ3_?2zdGs_ -1-0-0I 2-0-0 I 4-0-0 9-10-3 1-0-0 2-0-0 2-0-0 5-10-3 Scale=1:34.8 5 I 1 Ia 7.00 12 9 8 4 • 3 ,4 a m m ii .t 7 1;1 0 2 o 1 . II ii 3x4 = 6 4-0-0 4-0-0 TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 2-6 >999 180 BCLL 0.0 Rep Stress Ina' YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-3-2. (Ib)- Max Horz 2=244(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-157(LC 12),4=-112(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,2,6,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-259/226 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-0 to 2-2-0,Interior(1)2-2-0 to 5-6-8,Exterior(2)5-6-8 to 9-9-7 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. nn pD 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 �� EU r n�F ss will fit between the bottom chord and any other members. a 7)A plate rating reduction of 20%has been applied for the green lumber members. `` F 8)Refer to girder(s)for truss to truss connections. \� NGINL�F �O 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. Vi �(i R 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) �` �^�� 3=157.4=112. `9200PE 1-14 likroeled taisleer ehpR regdhed to prevye at Jt31nt(s)3,4. 11140P •Or- el*„. ,"OREGON ox 42 i q O ria Z° ` � RRI1.k-0P EXPIRES: 12-31-2019 March 7,2019 1 111111111111 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED WEIL REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weir®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing w always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 KI Circle Safety lnfonnaBon available from Trues Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819635 91901021 JZO1 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:41:23 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-RBfTSapYEj_7Pb13LGOnDZtCCQIp5kBgrA9RPzzdFfg -1-0-0 0-11-8I 1-10-15 1-0-0 0-11-8 0-11-8 Scale=1:11.2 3 5 i 7.00 12 2 1 KIIIIIIIIIIIMIIIIIIIIIIIIi m 0 '/ 6 4 3x4 = 4-0-0 Ii 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.04 2-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-P Weight:13 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=167/0-3-8 (min.0-1-8),4=39/Mechanical,3=66/Mechanical Max Horz 2=69(LC 10) Max Uplift 2=-25(LC 10),3=-75(LC 10) Max Gray 2=173(LC 16),4=78(LC 5),3=75(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber rr,emhars 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 2 and 75 lb uplift at CC,`` s joint 3. 5� NGINEMC U/a 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI � '. '9 .L 1. 9 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 ^9200P truss(es)to front face of bottom chord. / 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)50 lb down and 58 lb up at -� I, - 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(B). OREGON 44,/ LOAD CASE(S) 'p/ q 4 11, f 4 20 Q 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) A. R IL.- Vert:1-3=-64,2-4=-20 Concentrated Loads(lb) Vert:3=-19(F) EXPIRES: 12-31-2019 March 7,2019 i t VI-II l\Ir1000 VII peyn c rr. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-1473 rev.10/03/2015 BEFORE USE. I, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819635 B1901021 JZ01 Jack-Open 2 1 Job Reference(optional) , Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:41:23 2019 Page 2 ID:bBeibdkA_LvCj 1 pOjh D5XQzdl?o-RBfTSapYEj_7Pb13LGOn DZtCCQIp5kBgrA9RPzzdFfg LOAD CASE(S) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-52,2-4=-20 Concentrated Loads(Pb) Vert:3=-15(F) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-52,3-5=-54,2-4=-20 Concentrated Loads(Ib) Vert:3=-15(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,2-4=-20 Concentrated Loads(Ib) Vert:3=-26(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-14,2-4=-40 Concentrated Loads(Ib) Vert:3=-4(F) 6)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-3=-12,2-4=-12 Horz:1-2=-12,2-3=3 Concentrated Loads(Ib) Vert:3=50(F) 7)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,2-4=-12 Hors:1-2=-19,2-3=-25 Concentrated Loads(Ib) Vert:3=38(F) 8)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert 1-2=-24,2-3=-30,2-4=-20 Horz:1-2=10,2-3=16 Concentrated Loads(Ib) Vert:3=58(F) 9)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,2-4=-20 Horz:1-2=-19,2-3=-13 Concentrated Loads(Ib) Vert:3=46(F) 10)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=36,2-4=-12 Horz:1-2=-38,2-3=-45 Concentrated Loads(Ib) Vert:3=30(F) 11)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Pb) Vert:3=40(F) 12)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,2-4=-12 Horz:1-2=-25,2-3=-31 Concentrated Loads(Ib) Vert:3=36(F) 13)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert'1-2=5,2-3=11...24=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Ib) Vert:3=40(F) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-3=18,2-4=-20 Horz:1-2=-38,2-3=-32 Concentrated Loads(Ib) Vert:3=38(F) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 corium=u un Paye a 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Mammalian alian available from Tres Plate Institute,218 N.Lee Street,Sulte 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819635 B1901021 JZO1 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:41:23 2019 Page 3 ID:bBeibdkA_LvCjl pOjhD5XQzdl?o-RBfTSapYEj_7Pb13LGOn DZtCCQIp5kBgrA9RPzzdFfg LOAD CASE(S) Uniform Loads(plf) Vert:1-2=-1,2-3=-7,2-4=-20 Horz:1-2=-13,2-3=-7 Concentrated Loads(Ib) Vert:3=48(F) 16)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-114,2-3=-14,2-4=-20 Concentrated Loads(Ib) Vert:3=-4(F) 17)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,3-5=-67,2-4=-20 Concentrated Loads(Ib) Vert:3=-19(F) 18)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,2-4=-20 Concentrated Loads(Ib) Vert:3=-34(F) 19)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-14,2-4=-20 Concentrated Loads(Ib) Vert:3=-4(F) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-3=-64,2-4=-20 Horz:1-2=7,2-3=12 Concentrated Loads(Ib) Vert:3=43(F) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=-42,2-4=-20 Horz:1-2=-14,2-3=-9 Concentrated Loads(Ib) Vert:3=34(F) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,2-4=-20 Horz:1-2=-29,2-3=-24 Concentrated Loads(Ib) Vert:3=28(F) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-3=-46,2-4=-20 Horz:1-2=-10,2-3=-5 Concentrated Loads(Ib) Vert:3=36(F) 24)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-3=-12,2-4=-12 Horz:1-2=-12,2-3=3 Concentrated Loads(Ib) Vert:3=-30(F)6=-7(F) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,2-4=-12 Horz:1-2=-19,2-3=-25 Concentrated Loads(Ib) Vert:3=-42(F)6=-7(F) 26)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-30,2-4=-20 Horz:1-2=10,2-3=16 Concentrated Loads(Ib) Vert:3=-22(F) 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,2-4=-20 Horz:1-2=-19,2-3=-13 Concentrated Loads(Ib) Vert:3=-34(F) 28)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 / .,UIilrr 1000 VII IJdWt 9 / 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 budding component,not 1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse 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/7PI1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819635 81901021 JZO1 Jack-Open 2 1 Job Reference(optional) , Builders FirstSource(ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:41:23 2019 Page 4 ID:bBeibdkA_LvCj 1 pOjh D5XQzdi?o-RBfTSapYEj_7Pb13LGOnDZtCCQIp5kBgrA9RPzzd Ffg LOAD CASE(S) Uniform Loads(plf) Vert:1-2=30,2-3=36,2-4=-12 Horz:1-2=-38,2-3=-45 Concentrated Loads(Ib) Vert:3=-50(F)6=-7(F) 29)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Ib) Vert:3=-39(F)6=-7(F) 30)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,2-4=-12 Horz:1-2=-25,2-3=-31 Concentrated Loads(Ib) Vert:3=44(F)6=-7(F) 31)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,2-4=-12 Horz:1-2=-13,2-3=-20 Concentrated Loads(Ib) Vert:3=-39(F)6=-7(F) 32)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-3=18,2-4=-20 Horz:1-2=-38,2-3=-32 Concentrated Loads(Ib) Vert:3=42(F) 33)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-3=-7,2-4=-20 Horz:1-2=-13,2-3=-7 Concentrated Loads(Ib) Vert:3=-32(F) 34)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-3=-64,24=-20 Horz:1-2=7,2-3=12 Concentrated Loads(lb) Vert:3=-22(F) 35)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=42,24=-20 Horz:1-2=-14,2-3=-9 Concentrated Loads(Ib) Vert:3=-31(F) 36)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,24=-20 Hors:1-2=-29,2-3=-24 Concentrated Loads(Ib) Vert:3=-37(F) 37)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=42,2-3=46,2-4=-20 Horz:1-2=-10,2-3=-5 Concentrated Loads(Ib) Vert:3=-29(F) t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 's 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/1M Quality Criteria,OSB-89 end BCSI Building Component 250 Klug Circle Safety hdbnmatlon wettable from Tares Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819636 B1901021 JZO2 Jack-Open 2 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:20:00 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdi?o-5_kGIyf2C7mZs_zFeNDjkg8jn3kJUJLx?zpYWVzdGrz -1-0-0 1-11-8 3-10-15 1-0-0 1-11-8 1-11-8 Scale=1:17.1 3 7.00 12 5 2 01111111111111111t '/ 4 ►_� 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.04 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=110/Mechanical,2=227/0-3-8,4=38/Mechanical Max Horz 2=120(LC 12) Max Uplift 3=-97(LC 12),2=-44(LC 12) Max Gray 3=122(LC 19),2=230(LC 19),4=76(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green-lumber members. 8)Refer to girder(s)for truss to truss connections. / r O - 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. C•S�(,� ,EFp4.ss/O 89200PE • '76,.OREGON � �� Y 14, 2� `s FRRIO,0 EXPIRES: 12-31-2019 March 7,2019 f 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 budding component,not ��- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse 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 Oty Ply PLH-Lot 2 Willow Brook K5819637 B1901021 SA01 Jack-Open 1 1 Job Reference(optional) , ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:20:00 2019 Page 1 ID:bBeibdkA_LvCj 1 p0jhD5XOzdl?o-5_kGlyf2C7mZs_zFeNDjkg8kr3oDUJLx?zpYW VzdGrz 1-10-15 20-0 1-10-15 0-1- Scale=1:11.2 2 7.00 12 3x4 = 3 1-10-15 20-0 1-10-15 0-1- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 1-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=79/0-5-8,3=19/Mechanical,2=59/Mechanical Max Horz 1=56(LC 12) Max Uplift 1=-3(LC 12),2=-53(LC 12) Max Gray 1=79(LC 1),3=39(LC 5),2=64(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. C�Gn DROres I NGINEF /0* :9200PE I A_OREGON b, 470'4 y 14i 2 P• SFR R 10- EXPIRES: 12-31-2019 March 7,2019 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 ren.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819638 B1901021 SA02 Jack-Open 1 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:20:01 2019 Page 1 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-ZAleylghzRuPU8YSC5lyH2guFS7PDmb4EdY53xzdGry 2-0-0 3-10-15 2-0-0 1-10-15 Scale=1:17.3 2 a 7.00 4 0 a N N N 1 3x4 = 3 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 1-3 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:13 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=143/Mechanical,2=123/Mechanical,3=20/Mechanical Max Horz 1=107(LC 12) Max Uplift 1=-25(LC 12),2=-103(LC 12) Max Gray 1=143(LC 19),2=131(LC 22),3=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of buss to bearing withstanding -t80 —tb) 2=103 Ss ��c`c?.• /C/ 89200PE .moi'. 4".<0-.:1)" A_ OREGON� 4/ ") )" 14 2. 0 FRRiI..�- EXPIRES: 12-31-2019 March 7,2019 4 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall s A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVIiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819639 61901021 SY01 Jack-Open 2 1 Job Reference(optional) • ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:20:02 2019 Page 1 ID:bBei bdkA_LvCj1 pOjhD5XQzd1?o-1 Ns19egJkll G5H7eloGBpFD43sThyDrDSHlebNzdGrx -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:11.2 3 7.00 112 2 3x4 = 4 2-0-0 I 2-0-0 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=46/Mechanical,2=148/0-5-8,4=19/Mechanical Max Horz 2=69(LC 12) Max Uplift 3=-45(LC 12),2=-37(LC 12) Max Gray 3=52(LC 22),2=156(LC 18),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp 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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. tnt 8)Refer to girder(s)for truss to truss connections. GCO2 .O PROF. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. '```` `ss CoeaGINEkcs /p 4.c•� 89200PE -9r 44 Lie eipo A_OREGON� tv� 476-7,11., O �r14 20 P 4/E'RR I L- EXPIRES: 12-31-2019 March 7,2019 A wit WARN/NG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 nv.10M3/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truett Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819640 B1901021 SZO1 JACK-OPEN 2 1 Job Reference(optional) ProBuild West, Beaverton,OR-97005, 8.240 s Dec 6 2018 MiTek Industries,Inc. Thu Mar 7 15:20:02 2019 Page 1 - ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-1 Ns19egJkll G5H7eloGBpFD43sThyDrDSHIebNzdGrx -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:11.2 3 7.00 1 - i2 2 1 KIIMINIMI m m 0 ,/ 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Ina' YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=46/Mechanical,2=148/0-5-8,4=19/Mechanical Max Horz 2=69(LC 12) Max Uplift 3=-45(LC 12),2=-37(LC 12) Max Gray 3=52(LC 22),2=156(LC 18),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp 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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green � D Pts�Fl� -- -- tl CC 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. .`�(,�G`NE�n 6►/O� •T cc 89200PE �r 4110P<9. i., .------..- -p424:74 ,4,_ REGON � � Q 2O )' 14, 2.0N�P' RRiL'- EXPIRES: 12-31-2019 March 7,2019 1 1 MUM 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,Trott a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/T1711 Or eilty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Infermailon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819641 B1901021 V01 CAL HIP 1 1 Job Reference(optional) , Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:56 2019 Page 1 ID:bBeibdkA_LvCj1 pOjh D5XQzdl?o-k?XFnLUcbQayfSBsG51 SdsFV WYOyGNTheT6Vz1 zdFg5 1-11-40--°0 1-0-0 3-7-3 3-1I0-15 7-9-2 I 12-2-14 16-1-1 1614?3 1 20-0-0 21-0-0 1-0-0 3-7-3 0-3-12 3-10-3 4-5-13 3-10-3 0--12 3-7-3 1-0-0 Scale=1:37.7 5x12 = 2x4 II 4x12 = 5x6 = 7.00 12 E514 IRI IR 5EZI E ] 13 14 015 16 _ 18 19 E v v 2 7 041 r S 0 f e o 8 0 ;o e 4'. Io 0 o 20 12 21 22 1123 24 2510 26 27 28 Io 4x6 = 2x4 II 4x12 = 2x4 H 3x8 = 4x4 3-7-3I 7-9-2 I 12-2-14 I 16-4-13 1 20-0-0 3-7-3 4-1-15 4-5-13 4-1-15 3-7-3 Plate Offsets(X,Y)— [2:0-3-0,Edge],[3:0-5-8,0-1-4],[7:0-3-7,0-1-13],[9:0-3-9,0-1-8] TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.13 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.27 10-11 >858 180 BCLL 0.0 Rep Stress lncr NO WB 0.64 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2'Except* TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins,except 3-6:2x4 DF No.1&Btr G 2-0-0 oc purlins(3-5-5 max.):3-6. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 2=1218/0-5-8 (min.0-1-8),7=1218/0-5-8 (min.0-1-8) Max Horz 2=69(LC 47) Max Uplift 2=-557(LC 10),7=-557(LC 11) Max Gray 2=1401(LC 29),7=1401(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2291/998,3-13=-3285/1429,13-14=-3285/1429,4-14=-3285/1429,4-15=-3285/1429, 15-16=-3285/1429,16-17=-3285/1429,5-17=-3285/1429,5-18=-1920/884, 18-19=-1920/884,6-19=-1920/884,6-7=-2277/988 BOT CHORD 2-20=-869/1990,12-20=-869/1990,12-21=-874/1980,21-22=-874/1980,11-22=-874/1980, 11-23=-1396/3311,23-24=-1396/3311,24-25=-1396/3311,10-25=-1396/3311, 10-26=-1396/3311,26-27=-1396/3311,9-27=-1396/3311,9-28=-822/1978, 7-28=-822/1978 WEBS 3-11=-610/1454,4-11=-540/350,5-9=-1540/652,6-9=-204/770 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; PROFcs MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate c grip DOL=1.60 • <,‘:15'1)` S 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Fully Exp.;Ct=1.10 G,\5 ��NE�C`9 f('� 3)Unbalanced snow loads have been considered for this design. ' -T p 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs :9 I I - r 5)Provide adequate drainage to prevent water ponding. • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i� •/ ---ter 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. OREGON `' 8)A plate rating reduction of 20%has been applied for the green lumber members. 7G ,��1 \let ' 9)Prot ovide mechanical connection(by others)of truss to bearing plate capable of withstanding 557 lb uplift at joint 2 and 557 lb uplift at /O '7}r 14, 4 2.°joiAA p �T 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI � R R 10, 1. 11)Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at EXPIRES: 12-31-2019 2-0-12 from the left end to 17-11-4 to connect truss(es)to front face of bottom chord. March 7,2019 13)Fill all nail holes where hanger is in contact with lumber. 1 WI lurruOu d Ur PaO C r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10Po3/2015 BEFORE USE. om 111111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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,058-89 and SCSI Building Component 250 K Ug Circle Safety Informed n available from Trues Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819641 B1901021 Y01 CAL HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:57 2019 Page 2 • ID:bBeibdkA_LvCj 1 p0jhD5XQzdi?o-CB5e?hVEMkipHcm3gpYh94ogGxMB?gjrs7s3wTzdFg4 NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)229 lb down and 233 lb up at 3-8-15,172 lb down and 149 lb up at 6-0-12,175 lb down and 153 lb up at 8-0-12,176 lb down and 13716 up at 10-0-0,175 lb down and 153 lb up at 11-11-4,and 172 lb down and 149 lb up at 13-11-4, and 229 lb down and 233 lb up at 16-3-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,6-8=-64,2-7=-20 Concentrated Loads(Ib) Vert:3=-101 6=-101 14=-71 15=-54 16=-49 17=-54 18=-71 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-52,3-6=-52,6-8=-52,2-7=-20 Concentrated Loads(Ib) Vert:3=-80 6=-80 14=-56 15=-43 16=-40 17=-43 18=-56 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-52,3-19=-52,6-19=-57,6-8=-25,2-7=-20 Concentrated Loads(Ib) Vert:3=-80 6=-102 14=-56 15=-43 16=-40 17=-43 18=-53 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,3-13=-57,6-13=-52,6-8=-52,2-7=-20 Concentrated Loads(Ib) Vert:3=-102 6=-80 14=-53 15=-43 16=40 17=-43 18=-56 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plt) Vert:1-3=-14,3-6=-14,6-8=-14,2-7=40 Concentrated Loads(Ib) Vert:3=-19 6=-19 14=-11 15=-11 16=-11 17=-11 18=-11 20=-38(F)21=-34(F)22=-34(F)23=-34(F)24=-34(F)25=-34(F)26=-34(F)27=-34(F)28=-38(F) 6)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-2=3,2-3=-12,3-6=36,6-7=17,7-8=11,2-7=-12 Hors:1-2=-12,2-3=3,6-7=25,7-8=19 Concentrated Loads(Ib) Vert:3=185 6=151 14=82 15=85 16-87 17-85 18-82 20--11(F)21=-10(F)22=-10(F)23=-10(F)24=-10(F)25=-10(F)26=-10(F)27=-10(F)28=-11(F) 7)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,3-6=36,6-7=-12,7-8=3,2-7=-12 Horz:1-2=-19,2-3=-25,6-7=-3,7-8=12 Concentrated Loads(Ib) Vert:3=151 6=185 14=82 15=85 16=87 17=85 18=82 20=-11(F)21=-10(F)22=-10(F)23=-10(F)24=-10(F)25=-10(F)26=-10(F)27=-10(F)28=-11(F) 8)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-30,3-6=18,6-7=-1,7-8=5,2-7=-20 Hors:1-2=10,2-3=16,6-7=13,7-8=19 Concentrated Loads(Ib) Vert:3=233 6=199 14=113 15=116 16=118 17=116 18=113 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 9)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,3-6=18,6-7=-30,7-8=-24,2-7=-20 Horz:1-2=-19,2-3=-13,6-7=-16,7-8=-10 Concentrated Loads(Ib) Vert:3=199 6=233 14=113 15=116 16=118 17=116 18=113 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F) 26=-2(F)27=-2(F)28=-3(F) 10)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(Of) Vert:1-2=30,2-3=36,3-16=36,6-16=17,_6-7=17,7-8=11,2-Z=-12- Horz:1-2=-38,2-3=-45,6-7=257=8=-49- Concentrated -7=257=8-FConcentrated Loads(Ib) Vert:3=128 6=182 14=82 15=85 16=106 17=122 18=118 20=-11(F)21=-10(F)22=-10(F)23=-10(F)24=-10(F)25=-10(F) 26=-10(F)27=-10(F)28=-11(F) 11)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,3-16=17,6-16=36,6-7=36,7-8=30,2-7=-12 Horz:1-2=-19,2-3=-25,6-7=45,7-8=38 Concentrated Loads(Ib) Vert:3=182 6=128 14=118 15=122 16=106 17=85 18=82 20=-11(F)21=-10(F)22=-10(F)23=-10(F)24=-10(F)25=-10(F) 26=-10(F)27=-10(F)28=-11(F) 12)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,3-16=23,6-16=11,6-7=11,7-8=5,2-7=-12 Horz:1-2=-25,2-3=-31,6-7=20,7-8=13 Concentrated Loads(Ib) Vert:3=166 6=199 14=107 15=111 16=124 17=133 18=129 20=-11(F)21=-10(F)22=-10(F)23=-10(F)24=-10(F) 25=-10(F)26=-10(F)27=-10(F)28=-11(F) i 1,U11nr1UwU un payee ami A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 10/03/201S BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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/1741 Quality Criteria,DSB-89 and BCSI BWldMg Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819641 B1901021 V01 CAL HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:57 2019 Page 3 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-CB5e?hVEMkipHcm3gpYh94ogGxMB?gjrs7s3WTzdFg4 LOAD CASE(S) 13)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,3-16=11,6-16=23,6-7=23,7-8=16,2-7=-12 Horz:1-2=-13,2-3=-20,6-7=31,7-8=25 Concentrated Loads(Ib) Vert:3=199 6=166 14=129 15=133 16=124 17=111 18=107 20=-11(F)21=-10(F)22=-10(F)23=-10(F)24=-10(F)25=-10(F)26=-10(F)27=-10(F)28=-11(F) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-3=18,3-16=18,6-16=-1,6-7=-1,7-8=5,2-7=-20 Horz:1-2=-38,2-3=-32,6-7=13,7-8=19 Concentrated Loads(Ib) Vert:3=176 6=231 14=113 15=116 16=137 17=153 18=149 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,3-16=-1,6-16=18,6-7=18,7-8=24,2-7=-20 Horz:1-2=-19,2-3=-13,6-7=32,7-8=38 Concentrated Loads(Ib) Vert:3=231 6=176 14=149 15=153 16=137 17=116 18=113 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 16)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-114,2-3=-14,3-6=-14,6-7=-14,7-8=-114,2-7=-20 Concentrated Loads(Ib) Vert:3=-39 6=-39 14=4 15-4 16-4 17-4 18-4 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 17)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-64,3-19=-64,6-19=-72,6-8=-29,2-7=-20 Concentrated Loads(ib) Vert:3=-101 6=-130 14=-71 15=-54 16=-49 17=-54 18=-67 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 18)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,3-13=-72,6-13=-64,6-8=-64,2-7=-20 Concentrated Loads(Ib) Vert:3=-130 6=-101 14=-67 15=-54 16=-49 17=-54 18=-71 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 19)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-14,3-6=-14,6-8=-14,2-7=-20 Concentrated Loads(Ib) Vert:3=-19 6=-19 14=-11 15=-11 16=-11 17=-11 18=-11 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-3=-64,3-6=-28,6-7=42,7-8=-37,2-7=-20 Horz:1-2=7,2-3=12,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3-175 6-149 14-84 15-87 16-89 17-87 18-84 203(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=42,3-6=-28,6-7=-64,7-8=-59,2-7=-20 Horz:1-2=-14,2-3=-9,6-7=-12,7-8=-7 Concentrated Loads(Ib) Vert:3-149 6-175 14-84 15-87 16-89 17-87 18-84 203(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F) 27=-2(F)28=-3(F) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,3-16=-28,6-16=42,6-7=42,7-8=-37,2-7=-20 Horz:1-2=-29,2-3=-24,6-7=9,7-8=14 Concentrated Loads(ib) Vert:3=132 6=173 14=84 15=87 16=103 17=115 18=112 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F) 27=-2(F)28=-3(F) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=42,3-16=42,6-16=-28,6-7=-28,7-8=-23,2-7=-20 Hors:1-2=-14,2-3=-9,6-7=24,7-8=29 Concentrated Loads(Ib) Vert:3=173 6=132 14=112 15=115 16=103 17=87 18=84 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F) - -- 24)3rd Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-25,3-19=-52,6-19=-57,6-8=-25,2-7=-20 Concentrated Loads(ib) Vert:3=-112 6=-102 14=-56 15=43 16=40 17=43 18=-53 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F) 26=-17(F)27=-17(F)28=-19(F) 25)4th Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-73,3-6=-25,6-8=-25,2-7=-20 t ,.l./1 Iunuw Vn paye A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7173 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storarge,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety lnformabon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K58191341 91901021 V01 CAL HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:57 2019 Page 4 • ID:bBeibdkA_LvCj1 p0jh D5XQzdl?o-CB5e?h VEMkipHcm3gpYh94ogGxMB?gjrs7s3 WTzdFg4 LOAD CASE(S) Concentrated Loads(Ib) Vert:3=-98 6=-154 14=-106 15=-93 16=-90 17=-93 18=-106 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 26)5th Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-3=-25,3-13=-57,6-13=-52,6-8=-25,2-7=-20 Concentrated Loads(Ib) Vert:3=-102 6=-112 14=-53 15=-43 16=-40 17=-43 18=-56 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 27)6th Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,3-6=-25,6-8=-73,2-7=-20 Concentrated Loads(lb) Vert:3=-154 6=-98 14=-106 15=-93 16=-90 17=-93 18=-106 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 28)7th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,3-6=-117,6-8=-29,2-7=-20 Concentrated Loads(Ib) Vert:3=-56 6=-56 14=-11 15=-11 16=-11 17=-11 18=-11 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 29)8th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-117,3-6=-29,6-8=-117,2-7=-20 Concentrated Loads(Ib) Vert:3=-94 6=-94 14=-137 15=-121 16=-116 17=-121 18=-137 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 30)9th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,3-19=-64,6-19=-72,6-8=-29,2-7=-20 Concentrated Loads(Ib) Vert:3=-142 6=-130 14=-71 15=-54 16=-49 17=-54 18=-67 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 31) 10th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-3=-92,3-6=-29,6-8=-29,2-7=-20 Concentrated Loads(Ib) Vert:3=-124 6=-200 14=-137 15=-121 16=-116 17=-121 18=-137 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 32) 11th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,3-13=-72,6-13=-64,6-8=-29,2-7=-20 Concentrated Loads(Ib) Vert:3=-130 6=-142 14=-67 15=-54 16=-49 17=-54 18=-71 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 33)12th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,3-6=-29,6-8=-92,2-7=-20 Concentrated Loads(Ib) Vert:3=-200 6=-124 14=-137 15=-121 16=-116 17=-121 18=-137 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 34)13th Unbal.Dead+0.75 Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,3-6=-91,6-8=-25,2-7=-20 Concentrated Loads(ib) Vert:3=-47 6=-47 14=-11 15=-11 16=-11 17=-11 18=-11 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 35) 14th Unbal.Dead+0.75 Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-91,3-6=-25,6-8=-91,2-7=-20 Concentrated Loads(Ib) Vert:3=-75 6=-75 14=-106 15=-93 16=-90 17=-93 18=-106 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F) 26=-17(F)27=-17(F)28=-19(F) 36) 15th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-33,2-3=-37,3-6=-67,6-7=-16,7-8=-11,2-7=-20 Horz:1-2=7.2-3=12,6-7=9,7-8=14 Concentrated Loads(lb) Vert:3=175 6=149 14=84 15=87 16=89 17=87 18=84 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F) 27=-2(F)28=-3(F) 37)16th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-99,2-3=-103,3-6=-1,6-7=-82,7-8=-77,2-7=-20 Horz:1-2=7,2-3=12,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3=175 6=149 14=84 15=87 16=89 17=87 18=84 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F) 27=-2(F)28=-3(F) 38) 17th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-3=-16,3-6=-67,6-7=-37,7-8=-33,2-7=-20 Horz:1-2=-14,2-3=-9,6-7=-12,7-8=-7 1.0111111000 all 1 Paytl J A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MlI-7473 rev.10/032015 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/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819641 B1901021 Vol CAL HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:57 2019 Page 5 ID:bBeibdkA_LvCjl pOjh D5XQzd I?o-CB5e?h VEMkipHcm3gpYh94ogGxMB?gjrs7s3 WTzdFg4 LOAD CASE(S) Concentrated Loads(Ib) Vert:3=149 6=175 14=84 15=87 16=89 17=87 18=84 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 39)18th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-77,2-3=-82,3-6=-1,6-7=-103,7-8=-99,2-7=-20 Horz:1-2=-14,2-3=-9,6-7=-12,7-8=-7 Concentrated Loads(Ib) Vert:3=149 6=175 14=84 15=87 16=89 17=87 18=84 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 40) 19th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=4,2-3=-1,3-16=-67,6-16=-82,6-7=-16,7-8=-11,2-7=-20 Horz:1-2=-29,2-3=-24,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3=132 6=173 14=84 15=87 16=103 17=115 18=112 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 41)20th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-63,2-3=-67,3-16=-1,6-16=-16,6-7=-82,7-8=-77,2-7=-20 Horz:1-2=-29,2-3=-24,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3=132 6=173 14=84 15=87 16=103 17=115 18=112 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 42)21st Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-3=-16,3-16=-82,6-16=-67,6-7=-1,7-8=4,2-7=-20 Horz:1-2=-14,2-3=-9,6-7=24,7-8=29 Concentrated Loads(Ib) Vert:3=173 6=132 14=112 15=115 16=103 17=87 18=84 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 43)22nd Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-77,2-3=-82,3-16=-16,6-16=-1,6-7=-67,7-8=-63,2-7=-20 Horz:1-2=-14,2-3=-9,6-7=24,7-8=29 Concentrated Loads(Ib) Vert:3=173 6=132 14=112 15=115 16=103 17=87 18=84 20=-3(F)21=-2(F)22=-2(F)23=-2(F)24=-2(F)25=-2(F)26=-2(F)27=-2(F)28=-3(F) 44)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-3=-12,3-6=36,6-7=17,7-8=11,2-7=-12 Horz:1-2=-12,2-3=3,6-7=25,7-8=19 Concentrated Loads(Ib) Vert:3=-171 6=-206 14=-172 15=-175 16=-176 17=-175 18=-172 20=-27(F)21=-25(F)22=-25(F)23=-25(F)24=-25(F)25=-25(F)26=-25(F)27=-25(F)28=-27(F) 45)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,3-6=36,6-7=-12,7-8=3,2-7=-12 Horz:1-2=-19,2-3=-25,6-7=-3,7-8=12 Concentrated Loads(Ib) Vert:3=-206 6=-171 14=-172 15=-175 16=-176 17=-175 18=-172 20=-27(F)21=-25(F)22=-25(F)23=-25(F)24=-25(F)25=-25(F)26=-25(F)27=-25(F)28=-27(F) 46)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-30,3-6=18,6-7=-1,7-8=5,2-7=-20 Horz:1-2=10,2-3=16,6-7=13,7-8=19 Concentrated Loads(Ib) Vert:3=-119 6=-153 14=-137 15=-140 16=-141 17=-140 18=-137 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F) 25=-17(F)26=-17(F)27=-17(F)28=-19(F) 47)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,3-6=18,6-7=-30,7-8=-24,2-7=-20 Horz:1-2=-19,2-3=-13,6-7=-16,7-8=-10 Concentrated Loads(Ib) Vert:3=-153 6=-119 14=-137 15=-140 16=-141 17=-140 18=-137 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F) 25=-17(F)26=-17(F)27=-17(F)28=-19(F) 48)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=36,3-16=36,6-16=17,6-7=17,7-8=11,2-7=-12 Horz:1-2=-38,2-3=45,6-7=25,7-8=19 Concentrated Loads(Ib) Vert:3=-229 6=-174 14=-172 15=-175 16=-158 17=-138 18=-136 20=-27(F)21=-25(F)22=-25(F)23=-25(F)24=-25(F) 49)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,3-16=17,6-16=36,6-7=36,7-8=30,2-7=-12 Horz:1-2=-19,2-3=-25,6-7=45,7-8=38 Concentrated Loads(Ib) Vert:3=-174 6=-229 14=-136 15=-138 16=-158 17=-175 18=-172 20=-27(F)21=-25(F)22=-25(F)23=-25(F)24=-25(F) 25=-25(F)26=-25(F)27=-25(F)28=-27(F) 50)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,3-16=23,6-16=11,6-7=11,7-8=5,2-7=-12 Horz:1-2=-25,2-3=-31,6-7=20,7-8=13 t wnunucv VII 4)090 u MINN, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse 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/IP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Salify Informaflon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819641 B1901021 V01 CAL HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:57 2019 Page 6 ID:bBeibdkA_LvCj 1 pOjhD5XQzd I?o-CB5e?hVEMkipHcm3gpYh94ogGxMB?gjrs7s3WTzdFg4 LOAD CASE(S) Concentrated Loads(Ib) Vert:3=-190 6=-158 14=-146 15=-149 16=-139 17=-127 18=-125 20=-27(F)21=-25(F)22=-25(F)23=-25(F)24=-25(F)25=-25(F)26=-25(F)27=-25(F)28=-27(F) 51)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,3-16=11,6-16=23,6-7=23,7-8=16,2-7=-12 Horz:1-2=-13,2-3=-20,6-7=31,7-8=25 Concentrated Loads(Ib) Vert:3=-158 6=-190 14=-125 15=-127 16=-139 17=-149 18=-146 20=-27(F)21=-25(F)22=-25(F)23=-25(F)24=-25(F)25=-25(F)26=-25(F)27=-25(F)28=-27(F) 52)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-3=18,3-16=18,6-16=-1,6-7=-1,7-8=5,2-7=-20 Horz:1-2=-38,2-3=-32,6-7=13,7-8=19 Concentrated Loads(Ib) Vert:3=-176 6=-122 14=-137 15=-140 16=-123 17=-103 18=-101 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 53)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,3-16=-1,6-16=18,6-7=18,7-8=24,2-7=-20 Horz:1-2=-19,2-3=-13,6-7=32,7-8=38 Concentrated Loads(Ib) Vert:3=-122 6=-176 14=-101 15=-103 16=-123 17=-140 18=-137 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 54)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-3=-64,3-6=-28,6-7=-42,7-8=-37,2-7=-20 Hors:1-2=7,2-3=12,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3=-100 6=-125 14=-110 15=-111 16=-112 17=-111 18=-110 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 55)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=42,3-6=-28,6-7=-64,7-8=-59,2-7=-20 Horz:1-2=-14,2-3=-9,6-7=-12,7-8=-7 Concentrated Loads(Ib) Vert:3=-125 6=-100 14=-110 15=-111 16=-112 17=-111 18=-110 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 56)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,3-16=-28,6-16=42,6-7=42,7-8=-37,2-7=-20 Horz:1-2=-29,2-3=-24,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3=-143 6=-102 14=-110 15=-111 16=-98 17=-84 18=-82 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 57)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=42,3-16=42,6-16=-28,6-7=-28,7-8=-23,2-7=-20 Horz:1-2=-14,2-3=-9,6-7=24,7-8=29 Concentrated Loads(Ib) Vert:3=-102 6=-143 14=-82 15=-84 16=-98 17=-111 18=-110 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 58)Reversal:15th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-33,2-3=-37,3-6=-67,6-7=-16,7-8=-11,2-7=-20 Horz:1-2=7,2-3=12,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3=-94 6=-120 14=-106 15=-107 16=-108 17=-107 18=-106 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F) 25=-17(F)26=-17(F)27=-17(F)28=-19(F) 59)Reversal:16th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-99,2-3=-103,3-6=-1,6-7=-82,7-8=-77,2-7=-20 Horz:1-2=7,2-3=12,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3=-95 6=-120 14=-159 15=-161 16=-162 17=-161_181_59_2()=,19(f)21=-17(F)22=-17(F)23=-17(F)24=-17(F) 25=-17AF)26=-17(F)27=-17(P)28---19(r) 60)Reversal:17th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-3=-16,3-6=-67,6-7=-37,7-8=-33,2-7=-20 Hors:1-2=-14,2-3=-9,6-7=-12,7-8=-7 Concentrated Loads(Ib) Vert:3=-120 6=-94 14=-106 15=-107 16=-108 17=-107 18=-106 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F) 25=-17(F)26=-17(F)27=-17(F)28=-19(F) 61)Reversal:18th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-77,2-3=-82,3-6=-1,6-7=-103,7-8=-99,2-7=-20 Hors:1-2=-14,2-3=-9,6-7=-12,7-8=-7 Concentrated Loads(Ib) Vert:3=-120 6=-95 14=-159 15=-161 16=-162 17=-161 18=-159 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F) 25=-17(F)26=-17(F)27=-17(F)28=-19(F) 1 a.ununuau un payri r MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing rAiT®k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and breoing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819641 B1901021 Y01 CAL HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:57 2019 Page 7 ID:bBeibdkA_LvCj 1 p0jhD5XQzdl?o-CB5e?hVEMkipHcm3gpYh94ogGxMB?gjrs7s3WTzdFg4 LOAD CASE(S) 62)Reversal:19th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=4,2-3=-1,3-16=-67,6-16=-82,6-7-16,7-8=-11,2-7=-20 Horz:1-2=-29,2-3=-24,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3=-137 6=-96 14=-106 15=-107 16=-95 17=-80 18=-78 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 63)Reversal:20th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-63,2-3=-67,3-16=-1,6-16=-16,6-7=-82,7-8=-77,2-7=-20 Horz:1-2=-29,2-3=-24,6-7=9,7-8=14 Concentrated Loads(Ib) Vert:3=-138 6=-97 14=-159 15=-161 16=-148 17=-134 18=-132 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 64)Reversal:21st Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-3=-16,3-16=-82,6-16=-67,6-7=-1,7-8=4,2-7=-20 Horz:1-2=-14,2-3=-9,6-7=24,7-8=29 Concentrated Loads(Ib) Vert:3=-96 6=-137 14=-78 15=-80 16=-95 17=-107 18=-106 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 65)Reversal:22nd Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-77,2-3=-82,3-16=-16,6-16=-1,6-7=-67,7-8=-63,2-7=-20 Horz:1-2=-14,2-3=-9,6-7=24,7-8=29 Concentrated Loads(Ib) Vert:3=-97 6=-138 14=-132 15=-134 16=-148 17=-161 18=-159 20=-19(F)21=-17(F)22=-17(F)23=-17(F)24=-17(F)25=-17(F)26=-17(F)27=-17(F)28=-19(F) 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/11.I1 Quality Criteria,DSB-89 end SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook + K5819642 e1901021 vol CAL HIP 1 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MTek Industries,Inc.Thu Mar 7 14:40:37 2019 Page 1 ID:bBeibdkA_LvCj 1 pOjhD5XQzdl?o-nLu4osFi3aBetXEDfcB?MszG8taVJnsuG00?oezdFgO 5-4-1 5-17-13 10-0-0 l 14-4-3 14r7-15 20-0-0 5-4-1 0-3-1 4-4-3 4-4-3 0-'3-1 5-4-1 Scale=1:33.9 5x8 = 5x8 = 4x8 = 2 7.001 3 1 11110 11 12 0 13 14 15 d m 1 5 ® 1 16 17 9 18 8 7 19 20 6 21 22 3x8 = 6x6 = 6x6 = 2x4 II 6x6 = 3x8 = 5-4-1l 10-0-0 14-7-15 20-0-0 5-4-1 4-7-15 4-7-15 5-4-1 Plate Offsets(X,Y)— [1:0-8-0,0-0-14],[5:0-8-0,0-0-14],[6:0-2-12,0-4-4],[9:0-2-12,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.11 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(CT) -0.21 7-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.07 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-SH Weight:219 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins, 2-4:2x4 DF No.1&Btr G except BOT CHORD 2x6 DF 2400F 2.0E 2-0-0 oc purlins(5-5-10 max.):2-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=4038/0-5-8 (min.0-2-2),5=4179/0-5-8 (min.0-2-3) Max Horz 1=-86(LC 45) Max Uplift 1=-1034(LC 10),5=-1179(LC 11) Max Gray 1=4268(LC 28),5=4409(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7135/1776,2-10=-5972/1572,10-11=-5972/1572,11-12=-5972/1572, 3-12=-5972/1572,3-13=-6467/1809,13-14=-6467/1809,14-15=-6467/1809, 4-15=-6467/1809,4-5=-7723/2053 BOT CHORD 1-16=-1526/6113,16-17=-1526/6113,9-17=-1526/6113,9-18=-1932/7587, 8-18=-1932/7587,7-8=-1932/7587,7-19=-1932/7587,19-20=-1932/7587, 6-20=-1932/7587,6-21=-1741/6622,21-22=-1741/6622,5-22=-1741/6622 WEBS 2-9=-613/2875,3-9=-2100/593,3-7=-206/1370,3-6=-1511/312,4-6=-745/3170 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails-asfellews — ---_ Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. �r:t.:3GIN4. PRpFss Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 5i 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 N` R 0? ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '9 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; 89200PE f MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60q/ f • 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 —l — .• • 5)Unbalanced snow loads have been considered for this design. ti 6)Provide adequate drainage to prevent water ponding. p OREGON ,(/� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G ,�D, 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide / -9) 2O will fit between the bottom chord and any other members. Q 14+ �4. 9)A plate rating reduction of 20%has been applied for the green lumber members. 41`R R 10- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1034 lb uplift at joint 1 and 1179 lb uplift at joint 5. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI EXPIRES: 12-31-2019 1. March 7,2019 12)Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 1 ,..t.11 mrIUCU VII pays C + A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7479 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 end SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819642 81901021 Y02 CAL HIP 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:37 2019 Page 2 I D:bBeibdkA_LvCjl pOjh D5XQzd I?o-n Lu4osFi3aBetXEDfcB?MszG8taVJnsuGOO?oezdFgO NOTES- 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max.starting at 1-11-4 from the left end to 17-11-4 to connect truss(es)to back face of bottom chord. 14)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 15-11-4 from the left end to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shalt be provided sufficient to support concentrated load(s)265 lb down and 181 lb up at 5-5-13,68 Ib down and 40 lb up at 6-0-12,136 lb down and 72 lb up at 8-0-12,171 lb down and 94 lb up at 10-0-0,136 lb down and 72 lb up at 11-11-4,and 68 lb down and 40 lb up at 13-11-4,and 265 lb down and 181 lb up at 14-6-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:2=-166 4=-166 8=-623(B)7=-623(B)3=-102 10=-9(F)12=-38 13=-38 15=-9(F)16=-623(B)17=-623(B)18=-623(B)19=-619(B)20=-619(B)21=-1572(B) 22=-123(B) 2)Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-52,2-4=-52,4-5=-52,1-5=-20 Concentrated Loads(Ib) Vert:2=-129 4=-129 8=-556(B)7=-556(B)3=-80 10=-7(F)12=-28 13=-28 15=-7(F)16=-556(B)17=-556(B)18=-556(B)19=-524(B)20=-524(B)21=-1311(B) 22=-99(B) 3)Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-52,2-14=-52,4-14=-58,4-5=-25,1-5=-20 Concentrated Loads(Ib) Vert:2=-129 4=-150 8=-556(B)7=-556(B)3=-80 10=-7(F)12=-28 13=-24 15=-7(F)16=-556(B)17=-556(B)18=-556(B)19=-524(B)20=-524(B)21=-1311(B) 22=-99(B) 4)Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-25,2-11=-58,4-11=-52,4-5=-52,1-5=-20 Concentrated Loads(Ib) Vert:2=-150 4=-129 8=-556(B)7=-556(8)3=-80 10=-7(F)12=-24 13=-28 15=-7(F)16=-556(B)17=-556(B)18=-556(B)19=-524(B)20=-524(B)21=-1311(B) 22=-99(B) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-14,2-4=-14,4-5=-14,1-5=-40 Concentrated Loads(Ib) Vert:2=-17 4=-17 8=-319(B)7=-319(B)3=-13 16=-319(B)17=-319(B)18=-319(B)19=-306(B)20=-306(B)21=-818(B)22=-27(B) 6)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-12,2-4=36,4-5=17,1-5=-12 Horz:1-2=3,4-5=25 Concentrated Loads(Ib) Vert:2=134 4=99 8=138(B)7=138(B)3=43 10=18(F)12=11 13=11 15=12(F)16=138(B)17=138(B)18=138(B)19=131(B)20=131(B)21=529(B)22=37(B) 7)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-4=36,4-5=-12,1-5=-12 Horz:1-2=-25,4-5=-3 Concentrated Loads(Ib) Vert:2=99 4=134 8=138(B)7=138(B)3=43 10=12(F)12=11 13=11 15=18(F)16=138(B)17=138(B)18=138(B)19=131(B) 20=131(B)21=529(B)22=37(B) 8)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-4=18,4-5=-1,1-5=-20 Horz:1-2=16,4-5=13 Concentrated Loads(lb) Vert:2=181 4=146 8=146(B)7=146(8)3=75 10=31(F)12=35 13=35 15=25(F)16=146(B)17=146(B)18=146(B)19=139(B) 20=139(B)21=537(B)22=45(B) 9)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-4=18,4-5=-30,1-5=-20 Horz:1-2=-13,4-5=-16 Concentrated Loads(Ib) Vert:2=146 4=181 8=146(B)7=146(B)3=75 10=25(F)12=35 13=35 15=31(F)16=146(B)17=146(B)18=146(B)19=139(B) - - 10)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=36,2-3=36,3-4=17,4-5=17,1-5=-12 Horz:1-2=-45,4-5=25 Concentrated Loads(Ib) Vert:2=76 4=131 8=138(B)7=138(B)3=61 10=8(F)12=11 13=47 15=28(F)16=138(B)17=138(B)18=138(B)19=131(B) 20=131(B)21=529(B)22=37(B) 11)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-3=17,3-4=36,4-5=36,1-5=-12 Horz:1-2=-25,4-5=45 t ,unununu un pays o I �• AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/09/2015 BEFORE USE. ��" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/lPl1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety/nfonnatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819642 B1901021 Y02 CAL HIP 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:37 2019 Page 3 • ID:bBeibdkA_LvCj l pOjhD5XQzdl?o-nLu4osFi3aBetXEDfcB?MszG8taVJnsuG00?oezdFgO LOAD CASE(S) Concentrated Loads(Ib) Vert:2=131 4=76 8=138(B)7=138(B)3=61 10=28(F)12=47 13=11 15=8(F)16=138(B)17=138(8)18=138(B)19=131(B)20=131(B)21=529(B)22=37(B) 12)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=23,2-3=23,3-4=11,4-5=11,1-5=-12 Horz:1-2=-31,4-5=20 Concentrated Loads(Ib) Vert:2=115 4=147 8=138(B)7=138(B)3=80 10=22(F)12=37 13=58 15=33(F)16=138(B)17=138(B)18=138(B)19=131(B)20=131(B)21=529(B)22=37(B) 13)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=11,3-4=23,4-5=23,1-5=-12 Horz:1-2=-20,4-5=31 Concentrated Loads(Ib) Vert:2=147 4=115 8=138(B)7=138(8)3=80 10=33(F)12=58 13=37 15=22(F)16=138(B)17=138(B)18=138(B)19=131(B)20=131(B)21=529(B)22=37(B) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=18,3-4=-1,4-5=-1,1-5=-20 Horz:1-2=-32,4-5=13 Concentrated Loads(Ib) Vert:2=123 4=178 8=146(B)7=146(B)3=94 10=21(F)12=35 13=72 15=40(F)16=146(8)17=146(B)18=146(B)19=139(8)20=139(B)21=537(B)22=45(B) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-3=-1,3-4=18,4-5=18,1-5=-20 Horz:1-2=-13,4-5=32 Concentrated Loads(Ib) Vert:2=178 4=123 8=146(8)7=146(B)3=94 10=40(F)12=72 13=35 15=21(F)16=146(B)17=146(B)18=146(B)19=139(B)20=139(B)21=537(B)22=45(B) 16)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-14=-64,4-14=-73,4-5=-29,1-5=-20 Concentrated Loads(Ib) Vert:2=-166 4=-194 8=-623(B)7=-623(B)3=-102 10=-9(F)12=-38 13=-32 15=-10(F)16=-623(B)17=-623(B)18=-623(B)19=-619(B)20=-619(B)21=-1572(B) 22=-123(B) 17)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-29,2-11=-73,4-11=-64,4-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:2=-194 4=-166 8=-623(B)7=-623(B)3=-102 10=-10(F)12=-32 13=-38 15=-9(F)16=-623(B)17=-623(B)18=-623(B)19=-619(B)20=-619(B)21=-1572(B) 22=-123(8) 18)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-14,2-4=-14,4-5=-14,1-5=-20 Concentrated Loads(Ib) Vert:2=-17 4=-17 8=-257(B)7=-257(B)3=-13 16=-257(B)17=-257(B)18=-257(B)19=-213(B)20=-213(B)21=-528(B)22=-27(B) 19)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-64,2-4=-28,4-5=-42,1-5=-20 Horz:1-2=12,4-5=9 Concentrated Loads(Ib) Vert:2=136 4=110 8=81(5)7=81(5)3=57 10=23(F)12=26 13=26 15=19(F)16=81(B)17=81(B)18=81(B)19=76(B) 20=76(5)21=326(B)22=32(B) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-4=-28,4-5=-64,1-5=-20 Horz:1-2=-9,4-5=-12 Concentrated Loads(Ib) Vert:2=110 4=136 8=81(B)7=81(B)3=57 10=19(F)12=26 13=26 15=23(F)16=81(B)17=81(B)18=81(B)19=76(B) 20=76(B)21=326(B)22=32(B) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st_P rallei);Lumber Increase=1.60,Plate Increase=1.60 Uniform-Loads(plf) Vert:1-2=-28,2-3=-28,3-4=-42,4-5=-42,1-5=-20 Hors:1-2=-24,4-5=9 Concentrated Loads(Ib) Vert:2=92 4=133 8=81(B)7=81(B)3=70 10=16(F)12=26 13=54 15=30(F)16=81(B)17=81(B)18=81(B)19=76(B) 20=76(B)21=326(B)22=32(B) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,2-3=-42,3-4=-28,4-5=-28,1-5=-20 Horz:1-2=-9,4-5=24 Concentrated Loads(Ib) Vert:2=133 4=92 8=81(B)7=81(B)3=70 10=30(F)12=54 13=26 15=16(F)16=81(B)17=81(B)18=81(B)19=76(B) 20=76(B)21=326(3)22=32(B) 23)3rd Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-25,2-14=-52,4-14=-58,4-5=-25,1-5=-20 d nn rune urn paye e 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 MiTek' building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSI/TPI1 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819642 B1901021 V02 CAL HIP 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 a Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:37 2019 Page 4 ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-n Lu4osFi3aBetXEDfcB?MszG8taVJnsuG00?oezdFgO LOAD CASE(S) Concentrated Loads(Ib) Vert:2=-161 4=-150 8=-556(B)7=-556(B)3=-80 10=-13(F)12=-28 13=-24 15=-7(F)16=-556(B)17=-556(B)18=-556(B)19=-524(B)20=-524(B)21=-1311(B) 22=-99(B) 24)4th Dead+0.75 Snow(Unbal.Left)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-70,2-4=-25,4-5=-25,1-5=-20 Concentrated Loads(Ib) Vert:2=-150 4=-203 8=-556(B)7=-556(B)3=-130 10=-24(F)12=-78 13=-78 15=-33(F)16=-556(B)17=-556(B)18=-556(B)19=-524(B)20=-524(B)21=-1311(B) 22=-99(B) 25)5th Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-25,2-11=-58,4-11=-52,4-5=-25,1-5=-20 Concentrated Loads(Ib) Vert:2=-150 4=-161 8=-556(B)7=-556(B)3=-80 10=-7(F)12=-24 13=-28 15=-13(F)16=-556(B)17=-556(B)18=-556(B)19=-524(B)20=-524(B)21=-1311(B) 22=-99(B) 26)6th Dead+0.75 Snow(Unbal.Right)+0.75 Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-25,2-4=-25,4-5=-70,1-5=-20 Concentrated Loads(Ib) Vert:2=-203 4=-150 8=-556(B)7=-556(B)3=-130 10=-33(F)12=-78 13=-78 15=-24(F)16=-556(B)17=-556(B)18=-556(B)19=-524(B)20=-524(B)21=-1311(B) 22=-99(B) 27)7th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-29,2-4=-117,4-5=-29,1-5=-20 Concentrated Loads(Ib) Vert:2=-122 4=-122 8=-623(B)7=-623(B)3=-13 16=-623(B)17=-623(B)18=-623(B)19=-619(B)20=-619(B)21=-1572(B)22=-123(B) 28)8th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-117,2-4=-29,4-5=-117,1-5=-20 Concentrated Loads(Ib) Vert:2=-160 4=-160 8=-623(B)7=-623(B)3=-169 10=-26(F)12=-104 13=-104 15=-26(F)16=-623(B)17=-623(B)18=-623(B)19=-619(B)20=-619(B)21=-1572(B) 22=-123(B) 29)9th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-29,2-14=-64,4-14=-73,4-5=-29,1-5=-20 Concentrated Loads(Ib) Vert:2=-208 4=-194 8=-623(B)7=-623(B)3=-102 10=-17(F)12=-38 13=-32 15=-10(F)16=-623(B)17=-623(B)18=-623(B)19=-619(B)20=-619(B)21=-1572(B) 22=-123(B) 30) 10th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-89,2-4=-29,4-5=-29,1-5=-20 Concentrated Loads(Ib) Vert:2=-194 4=-265 8=-623(B)7=-623(B)3=-169 10=-32(F)12=-104 13=-104 15=-44(F)16=-623(B)17=-623(B)18=-623(B)19=-619(B)20=-619(B)21=-1572(B) 22=-123(B) 31) 11th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-29,2-11=-73,4-11=-64,4-5=-29,1-5=-20 Concentrated Loads(Ib) Vert:2=-194 4=-208 8=-623(B)7=-623(B)3=-102 10=-10(F)12=-32 13=-38 15=-17(F)16=-623(8)17=-623(B)18=-623(B) 19=-619(B)20=-619(B)21=-1572(B)22=-123(B) 32) 12th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-29,2-4=-29,4-5=-89,1-5=-20 Concentrated Loads(Ib) Vert:2=-265 4=-194 8=-623(B)7=-623(B)3=-169 10=44(F)12=-104 13=-104 15=-32(F)16=-623(B)17=-623(B) 18=-623(B)19=-619(B)20=-619(B)21=-1572(B)22=-123(B) 33) 13th Unbal.Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-25,2-4=-91,4-5=-25,1-5=-20 Concentrated Loads(Ib) Vert:2=-96 4=-96 8=-556(B)7=-556(B)3=-13 16=-556(B)17=-556(B)18=-556(B)19=-524(B)20=-524(B)21=-1311(B) 22=-99(B) 34)14th Unbal.Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic Storage+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) WK.14.-01,2-4-26,-44-41,14-40 Concentrated Loads(Ib) Vert:2=-124 4=-124 8=-556(B)7=-556(B)3=-130 10=-19(F)12=-78 13=-78 15=-19(F)16=-556(B)17=-556(B)18=-556(B) 19=-524(B)20=-524(B)21=-1311(B)22=-99(B) 35)15th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-4=-67,4-5=-16,1-5=-20 Hors:1-2=12,4-5=9 Concentrated Loads(Ib) Vert:2=136 4=110 8=81(B)7=81(B)3=57 10=23(F)12=26 13=26 15=19(F)16=81(B)17=81(B)18=81(B)19=76(B) 20=76(B)21=326(B)22=32(B) 1 N.AJTnnNtU VII page 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT®k* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safelylnfomration available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819642 B1e01021 vol CAL HIP 12 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:37 2019 Page 5 • ID:bBeibdkA_LvCj1 p0jhD5XQzdl?o-nLu4osFi3aBetXEDfcB?MszG8taVJnsuG00?oezdFgO LOAD CASE(S) 36)16th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-103,2-4=-1,4-5=-82,1-5=-20 Horz:1-2=12,4-5=9 Concentrated Loads(Ib) Vert:2=136 4=110 8=81(B)7=81(B)3=57 10=23(F)12=26 13=26 15=19(F)16=81(B)17=81(B)18=81(B)19=76(B)20=76(B)21=326(5)22=32(B) 37) 17th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-4=-67,4-5=-37,1-5=-20 Horz:1-2=-9,4-5=-12 Concentrated Loads(Ib) Vert:2=110 4=136 8=81(B)7=81(B)3=57 10=19(F)12=26 13=26 15=23(F)16=81(B)17=81(B)18=81(B)19=76(B)20=76(B)21=326(5)22=32(5) 38)18th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-82,2-4=-1,4-5=-103,1-5=-20 Horz:1-2=-9,4-5=-12 Concentrated Loads(Ib) Vert:2=110 4=136 8=81(B)7=81(B)3=57 10=19(F)12=26 13=26 15=23(F)16=81(B)17=81(B)18=81(B)19=76(B)20=76(8)21=326(5)22=32(B) 39)19th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-3=-67,3-4=-82,4-5=-16,1-5=-20 Horz:1-2=-24,4-5=9 Concentrated Loads(Ib) Vert:2=92 4=133 8=81(B)7=81(B)3=70 10=16(F)12=26 13=54 15=30(F)16=81(B)17=81(B)18=81(B)19=76(B)20=76(B)21=326(B)22=32(8) 40)20th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60;Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-67,2-3=-1,3-4=-16,4-5=-82,1-5=-20 Hors:1-2=-24,4-5=9 Concentrated Loads(Ib) Vert:2=92 4=133 8=81(B)7=81(B)3=70 10=16(F)12=26 13=54 15=30(F)16=81(B)17=81(B)18=81(B)19=76(B)20=76(8)21=326(B)22=32(B) 41)21st Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-3=-82,3-4=-67,4-5=-1,1-5=-20 Horz:1-2=-9,4-5=24 Concentrated Loads(lb) Vert:2=133 4=92 8=81(B)7=81(B)3=70 10=30(F)12=54 13=26 15=16(F)16=81(B)17=81(B)18=81(B)19=76(B)20=76(B)21=326(B)22=32(B) 42)22nd Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-82,2-3=-16,3-4=-1,4-5=-67,1-5=-20 Horz:1-2=-9,4-5=24 Concentrated Loads(Ib) Vert:2=133 4=92 8=81(B)7=81(B)3=70 10=30(F)12=54 13=26 15=16(F)16=81(B)17=81(B)18=81(B)19=76(B)20=76(B)21=326(B)22=32(B) 43)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-12,2-4=36,4-5=17,1-5=-12 Horz:1-2=3,4-5=25 Concentrated Loads(Ib) Vert:2=-79 4=-82 8=-265(B)7=-265(B)3=-171 10=-58(F)12=-136 13=-136 15=-64(F)16=-265(B)17=-265(B)18=-265(B) 19=-271(B)20=-271(B)21=-813(B)22=-54(B) 44)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=17,2-4=36,4-5=-12,1-5=-12 Horz:1-2=-25,4-5=-3 Concentrated Loads(Ib) Vert:2=-82 4=-79 8=-265(B)7=-265(B)3=-171 10=-64(F)12=-136 13=-136 15=-58(F)16=-265(8)17=-265(B)18=-265(B) 19=-271(B)20=-271(B)21=-813(B)22=-54(B) 45)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-30,2-4=18,45=-1,1-5=-20 Horz:1-2=16,4-5=13 Concentrated Loads(Ib) Vert:2=-26 4=-30 8=-257(5)7=-257(B)3=-136 10=-41(F)12=-101 13=-101 15=-47(F)16=-257(B)17=-257(B)18=-257(5) 19=-263(B)20=-263(5)21=-805(5)22=-46(B) 46)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-4=18,4-5=-30,1-5=-20 Horz:1-2=-13,4-5=-16 Concentrated Loads(Ib) Vert:2=-30 4=-26 8=-257(B)7=-257(B)3=-136 10=-47(F)12=-101 13=-101 15=-41(F)16=-257(B)17=-257(B)18=-257(B) 19=-263(B)20=-263(B)21=-805(B)22=-46(B) 47)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=36,2-3=36,3-4=17,4-5=17,1-5=-12 Horz:1-2=-45,4-5=25 '_,r nmueu Or r page u t maim A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTekY o always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819642 81901021 voz CAL HIP 1 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Pont:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:37 2019 Page 6 ID:bBeibdkA_LvCjl pOjhD5XQzdl?o-n Lu4osFi3aBetXEDfcB?MszG8taVJnsuGOO?oezdFgO LOAD CASE(S) Concentrated Loads(lb) Vert:2=-82 4=-81 8=-265(B)7=-265(B)3=-153 10=-68(F)12=-136 13=-100 15=-48(F)16=-265(B)17=-265(B)18=-265(B)19=-271(B)20=-271(B)21=-813(B) 22=-54(B) 48)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(ptf) Vert:1-2=17,2-3=17,3-4=36,4-5=36,1-5=-12 Horz:1-2=-25,4-5=45 Concentrated Loads(Ib) Vert:2=-81 4=-82 8=-265(B)7=-265(B)3=-153 10=-48(F)12=-100 13=-136 15=-68(F)16=-265(B)17=-265(B)18=-265(B)19=-271(B)20=-271(B)21=-813(B) 22=-54(B) 49)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=23,2-3=23,3-4=11,4-5=11,1-5=-12 Horz:1-2=-31,4-5=20 Concentrated Loads(Ib) Vert:2=-82 4=-65 8=-265(B)7=-265(B)3=-134 10=-54(F)12=-111 13=-89 15=-43(F)16=-265(B)17=-265(B)18=-265(B)19=-271(B)20=-271(B)21=-813(B) 22=-54(B) 50)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=11,3-4=23,4-5=23,1-5=-12 Horz:1-2=-20,4-5=31 Concentrated Loads(Ib) Vert:2=-65 4=-82 8=-265(B)7=-265(B)3=-134 10=-43(F)12=-89 13=-111 15=-54(F)16=-265(B)17=-265(B)18=-265(B)19=-271(B)20=-271(B)21=-813(B) 22=-54(B) 51)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-3=18,34=-1,4-5=-1,1-5=-20 Horz:1-2=-32,4-5=13 Concentrated Loads(Ib) Vert:2=-30 4=-29 8=-257(B)7=-257(B)3=-118 10=-51(F)12=-101 13=-65 15=-32(F)16=-257(B)17=-257(B)18=-257(B)19=-263(B)20=-263(B)21=-805(B) 22=-46(B) 52)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-3=-1,3-4=18,4-5=18,1-5=-20 Horz:1-2=-13,4-5=32 Concentrated Loads(Ib) Vert:2=-29 4=-30 8=-257(B)7=-257(B)3=-118 10=-32(F)12=-65 13=-101 15=-51(F)16=-257(B)17=-257(B)18=-257(B)19=-263(B)20=-263(B)21=-805(B) 22=46(B) 53)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-64,2-4=-28,4-5=42,1-5=-20 Horz:1-2=12,4-5=9 Concentrated Loads(Ib) Vert:2=-32 4=-35 8=-460(B)7=-460(B)3=-115 10=-31(F)12=-76 13=-76 15=-35(F)16=460(6)17=460(B)18=460(B)19=-442(B)20=-442(B)21=-1140(B) 22=-95(B) 54)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,24=-28,4-5=-64,1-5=-20 Horz:1-2=-9,4-5=-12 Concentrated Loads(lb) Vert:2=-35 4=-32 8=460(8)7=460(8)3=-115 10=-35(F)12=-76 13=-76 15=-31(F)16=460(8)17=460(8)18=460(8) 19=-442(8)20=-442(B)21=-1140(B)22=-95(B) 55)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-28,2-3=-28,34=42,4-5=42,1-5=-20 Horz:1-2=-24,4-5=9 Concentrated Loads(Ib) Vert:2=-35 4=-35 8=460(8)7=460(B)3=-101 10=-38(F)12=-76 13=49 15=-24(F)16=460(B)17=460(B)18=460(B) 19=442(B)20=442(8)21=-1140(B)22=-95(B) 56)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=42,2-3=42,34=-28,4-5=-28,1-5=-20 Horz:1-2=-9,4-5=24 Concentrated Loads(Ib) 19=442(B)20=-442(8)21=-1140(B)22=-95(B) 57)Reversal:15th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,24=-67,4-5=-16,1-5=-20 Horz:1-2=12,4-5=9 Concentrated Loads(Ib) Vert:2=-24 4=-27 8=-460(B)7=460(B)3=-105 10=-31(F)12=-76 13=-76 15=-35(F)16=460(8)17=460(8)18=460(8) 19=-442(B)20=-442(B)21=-1140(B)22=-95(B) l l,Urn5IUOU VII 1.,590 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819642 B1901021 Y02 CAL HIP 1 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:37 2019 Page 7 ID:bBeibdkA_LvCj 1 pOjhD5XQzdl?o-nLu4osFi3aBetXEDfcB?MszGBtaVJnsuG00?oezdFgO LOAD CASE(S) 58)Reversal:16th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-103,2-4=-1,4-5=-82,1-5=-20 Hors:1-2=12,4-5=9 Concentrated Loads(Ib) Vert:2=-28 4=-30 8=-460(B)7=-460(B)3=-164 10=-31(F)12=-108 13=-108 15=-35(F)16=-460(B)17=-460(B)18=-460(B)19=-442(B)20=-442(B)21=-1140(B) 22=-95(B) 59)Reversal:17th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-4=-67,4-5=-37,1-5=-20 Horz:1-2=-9,4-5=-12 Concentrated Loads(Ib) Vert:2=-27 4=-24 8=-460(B)7=-460(B)3=-105 10=-35(F)12=-76 13=-76 15=-31(F)16=-460(B)17=-460(B)18=-460(B)19=-442(B)20=-442(B)21=-1140(B) 22=-95(B) 60)Reversal:18th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-82,2-4=-1,4-5=-103,1-5=-20 Horz:1-2=-9,4-5=-12 Concentrated Loads(Ib) Vert:2=-30 4=-28 8=-460(B)7=-460(8)3=-164 10=-35(F)12=-108 13=-108 15=-31(F)16=-460(B)17=-460(B)18=-460(B)19=-442(B)20=-442(B)21=-1140(B) 22=-95(B) 61)Reversal:19th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-1,2-3=-67,34=-82,4-5=-16,1-5=-20 Horz:1-2=-24,4-5=9 Concentrated Loads(Ib) Vert:2=-27 4=-26 8=-460(B)7=-460(B)3=-92 10=-38(F)12=-76 13=-49 15=-24(F)16=-460(B)17=460(B)18=-460(B)19=-442(B)20=-442(B)21=-1140(B) 22=-95(B) 62)Reversal:20th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-67,2-3=-1,3-4=-16,4-5=-82,1-5=-20 Horz:1-2=-24,4-5=9 Concentrated Loads(Ib) Vert:2=-30 4=-30 8=-460(B)7=-460(B)3=-151 10=-38(F)12=-108 13=-80 15=-24(F)16=-460(B)17=-460(B)18=-460(B)19=-442(B)20=-442(B)21=-1140(B) 22=-95(B) 63)Reversal:21st Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-16,2-3=-82,3-4=-67,4-5=-1,1-5=-20 Horz:1-2=-9,4-5=24 Concentrated Loads(Ib) Vert:2=-26 4=-27 8=-460(B)7=-460(B)3=-92 10=-24(F)12=-49 13=-76 15=-38(F)16=-460(B)17=-460(B)18=-460(B)19=-442(B)20=-442(B)21=-1140(B) 22=-95(B) 64)Reversal:22nd Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-82,2-3=-16,3-4=-1,4-5=-67,1-5=-20 Horz:1-2=-9,4-5=24 Concentrated Loads(Ib) Vert:2=-30 4=-30 8=460(B)7=-460(B)3=-151 10=-24(F)12=-80 13=-108 15=-38(F)16=460(B)17=-460(B)18=-460(B) 19=-442(B)20=-442(B)21=-1140(B)22=-95(B) r 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 4111-7473 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 1411 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819643 B1901021 201 CAL HIP 1 1 Job Reference(optional) 0 Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:18 2019 Page 1 ID:bBeibdkA_LvCj1 pOjhD5XQzdl?o-rh EupMOnYln L5cHZ17LX4rh3?D9?MKy5uZvUdEzdFgh I -1-0-0 1 3-7-3 3-110-1p 6-1-1 614-13 10-0-0 11-0-0 1-0-0 3-7-3 0-3-1"G 2-2-2 0-3-1 3-7-3 1-0-0 Scale=1:23.4 5x6 \\ 4x4 = 3 7.00 12 9 10 T1 sre N 5 2 Ii 6 1 J � �° g a al 12 8 13 14 15 Ig d 3x4 = 2x4 II 354 = 3x4 = 3-7-3 6-4-131 10-0-0 1 3-7-3 2-9-11 3-7-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.02 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 3-4:2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-4. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 2=639/0-5-8 (min.0-1-8),5=639/0-5-8 (min.0-1-8) Max Horz 2=-69(LC 8) Max Uplift 2=-240(LC 10),5=-240(LC 11) Max Gray 2=833(LC 29),5=833(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1008/341,3-9=-768/331,9-10=-768/331,10-11=-768/331,4-11=-768/331, 4-5=-1009/338 BOT CHORD 2-12=-275/774,8-12=-275/774,8-13=-279/767,13-14=-279/767,7-14=-279/767, 7-15=-251/775,5-15=-251/775 NOTES- 1)Wind:ASCE 7-10;Vult=l4Omph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ��r��.0 p R Op enc nononcurrent with other live loads. S• 5)Provide adequate drainage to prevent water ponding. �.?` �cNGINEF/4 /p2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,T 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 -9 will fit between the bottom chord and any other members. ' 8 a 200 P E • -0J A ptatersttllg redtl_l_OR of PB7e Aeabeen epphed br the-green limber members. +� - 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 240 lb uplift at joint 2 and 240 lb uplift at a joint 5. -1—A1- � . ' 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 OREGON �Q 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L, 4 �� C. 12 )Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at /O 1), 14 2O 2-0-12 from the left end to 7-11-4 to connect truss(es)to back face of bottom chord. A. �P 13)Fill all nail holes where hanger is in contact with lumber. V R R I LA- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)206 lb down and 205 lb up at 3-8-15,and 206 lb down and 205 lb up at 6-3-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-2019 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). March 7,2019 t unrrnrnuoaaryeye c / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 rev.1W03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle ' Safety lnformadon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ' Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819643 81901021 ZO1 CAL HIP1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print 8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:18 2019 Page 2 r ID:bBeibdkA_LvCj 1 pOjhD5XQzdl?o-rh EupMOnYln L5cHZ17LX4rh3?D9?MKy5uZvUd EzdFgh LOAD CASE(S) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-133 4=-133 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-3=-51,3-4=-52,4-6=-52,2-5=-20 Concentrated Loads(Ib) Vert:3=-105 4=-105 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 3)Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-51,3-9=-52,4-9=-57,4-6=-25,2-5=-20 Concentrated Loads(Ib) Vert:3=-101 4=-122 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 4)Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,3-11=-57,4-11=-52,4-6=-52,2-5=-20 Concentrated Loads(Ib) Vert:3=-122 4=-101 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-14,3-4=-14,4-6=-14,2-5=-40 Concentrated Loads(Ib) Vert:3=-22 4=-22 12=-38(B)13=-36(B)14=-36(B)15=-38(B) 6)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-3=-12,3-4=36,4-5=17,5-6=11,2-5=-12 Horz:1-2=-12,2-3=3,4-5=25,5-6=19 Concentrated Loads(Ib) Vert:3=1664=141 12=-11(B)13=-11(B)14=-11(B)15=-11(B) 7)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-2=11,2-3=17,3-4=36,4-5=-12,5-6=3,2-5=-12 Horz:1-2=-19,2-3=-25,4-5=-3,5-6=12 Concentrated Loads(Ib) Vert:3=141 4=166 12=-11(B)13=-11(B)14=-11(B)15=-11(B) 8)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-30,3-4=18,4-5=-1,5-6=5,2-5=-20 Horz:1-2=10,2-3=16,4-5=13,5-6=19 Concentrated Loads(Ib) Vert:3=205 4=179 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 9)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,3-4=18,4-5=-30,5-6=-24,2-5=-20 Horz:1-2=-19,2-3=-13,4-5=-16,5-6=-10 Concentrated Loads(Ib) Vert:3=179 4=205 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 10)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=36,3-10=36,4-10=17,4-5=17,5-6=11,2-5=-12 Horz:1-2=-38,2-3=-45,4-5=25,5-6=19 Concentrated Loads(Ib) Vert:3=1294=15912=-11(B)13=-11(B)14=-11(B)15=-11(B) 11)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,3-10=17,4-10=36,4-5=36,5-6=30,2-5=-12 Horz:1-2=-19,2-3=-25,4 5-45,5-6-38 Concentrated Loads(Ib) Vert:3=1594=129 12=-11(B)13=-11(B)14=-11(B)15=-11(B) 12)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,3-10=23,4-10=11,4-5=11,5-6=5,2-5=-12 Horz:1-2=-25,2-3=-31,4-5=20,5-6=13 Concentrated Loads(Ib) Vert:3=1554=173 12=-11(B)13=-11(B)14=-11(8)15=-11(B) 13)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,3-10=11,4-10=23,4-5=23,5-6=16,2-5=-12 Horz:1-2=-13,2-3=-20,4-5=31,5-6=25 Concentrated Loads(Ib) Vert:3=173 4=155 12=-11(B)13=-11(B)14=-11(B)15=-11(B) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 wrrunu I un pay=oA •. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10V03l1015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819643 B1901021 201 CAL HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:18 2019 Page 3 I D:bBeibdkA_LvCj 1 pOjhD5XQzdl?o-rh EupMOnYln L5cHZ17LX4rh3?D9?MKy5uZvUdEzdFgh LOAD CASE(S) Uniform Loads(plf) Vert:1-2=24,2-3=18,3-10=18,4-10=-1,4-5=-1,5-6=5,2-5=-20 Horz:1-2=-38,2-3=-32,4-5=13,5-6=19 Concentrated Loads(lb) Vert:3=168 4=197 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,3-10=-1,4-10=18,4-5=18,5-6=24,2-5=-20 Horz:1-2=-19,2-3=-13,4-5=32,5-6=38 Concentrated Loads(Ib) Vert:3=197 4=168 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 16)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-114,2-3=-14,3-4=-14,4-5=-14,5-6=-114,2-5=-20 Concentrated Loads(Ib) Vert:3=-31 4=-31 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 17)Dead+Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-9=-64,4-9=-72,4-6=-29,2-5=-20 Concentrated Loads(Ib) Vert:3=-127 4=-155 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 18)Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,3-11=-72,4-11=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-155 4=-127 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 19)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-14,3-4=-14,4-6=-14,2-5=-20 Concentrated Loads(Ib) Vert:3=-22 4=-22 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-3=-64,3-4=-28,4-5=-42,5-6=-37,2-5=-20 Horz:1-2=7,2-3=12,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=153 4=134 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 21)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=-42,3-4=-28,4-5=-64,5-6=-59,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=-12,5-6=-7 Concentrated Loads(Ib) Vert:3=134 4=153 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 22)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,3-10=-28,4-10=-42,4-5=-42,5-6=-37,2-5=-20 Horz:1-2=-29,2-3=-24,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=125 4=148 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 23)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=-42,3-10=-42,4-10=-28,4-5=-28,5-6=-23,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=24,5-6=29 Concentrated Loads(Ib) Vert:3=148 4=125 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 24)3rd Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,3-9=-52,4-9=-57,4-6=-25,2-5=-20 Concentrated Loads(Ib) Vert:3=-124 4=-122 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 25)4th Dead+0.75 Snow(Unbal.Left):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-51,2-3=-62,3-4=-25,4-6=-25,2-5=-20 Concentrated Loads(Ib) vert:r-=rma==tee-tr=- --- - - 26)5th Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,3-11=-57,4-11=-52,4-6=-25,2-5=-20 Concentrated Loads(Ib) Vert:3=-122 4=-124 12=-19(8)13=-18(B)14=-18(B)15=-19(B) 27)6th Dead+0.75 Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,3-4=-25,4-5=-62,5-6=-52,2-5=-20 Concentrated Loads(Ib) Vert:3=-160 4=-128 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 28)7th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 / ,..ununutU UI I ycye V / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Nuit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®kT is always required for stability and to prevent collapse 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 end BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819643 81901021 Z01 CAL HIP1 1 ,Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:18 2019 Page 4 I D:bBeibdkA_LvCj 1 pOjhD5XQzdl?o-rhEupMOnYInL5cHZ17LX4rh3?D9?MKy5uZvUdEzdFgh LOAD CASE(S) Uniform Loads(plf) Vert:1-3=-29,3-4=-117,4-6=-29,2-5=-20 Concentrated Loads(Ib) Vert:3=-101 4=-101 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 29)8th Unbal.Dead+Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-117,3-4=-29,4-6=-117,2-5=-20 Concentrated Loads(Ib) Vert:3=-128 4=-128 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 30)9th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,3-9=-64,4-9=-72,4-6=-29,2-5=-20 Concentrated Loads(lb) Vert:3=-158 4=-155 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 31) 10th Unbal.Dead+Snow(Unbal.Left)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-77,3-4=-29,4-6=-29,2-5=-20 Concentrated Loads(Ib) Vert:3=-163 4=-206 12=-19(B)13=-18(B)14=-18(B)15=-19(8) 32) 11th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,3-11=-72,4-11=-64,4-6=-29,2-5=-20 Concentrated Loads(Ib) Vert:3=-155 4=-158 12=-19(B)13=-18(6)14=-18(B)15=-19(B) 33) 12th Unbal.Dead+Snow(Unbal.Right)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-29,3-4=-29,4-5=-77,5-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-206 4=-163 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 34)13th Unbal.Dead+0.75 Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-25,3-4=-91,4-6=-25,2-5=-20 Concentrated Loads(Ib) Vert:3=-81 4=-81 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 35)14th Unbal.Dead+0.75 Snow(balanced)+Parallel:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-91,3-4=-25,4-6=-91,2-5=-20 Concentrated Loads(Ib) Vert:3=-102 4=-102 12=-19(B)13=-18(8)14=-18(B)15=-19(B) 36)15th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-33,2-3=-37,3-4=-67,4-5=-16,5-6=-11,2-5=-20 Horz:1-2=7,2-3=12,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=153 4=134 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 37) 16th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-99,2-3=-103,3-4=-1,4-5=-82,5-6=-77,2-5=-20 Horz:1-2=7,2-3=12,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=153 4=134 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 38)17th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-3=-16,3-4=-67,4-5=-37,55=-33,25=-20 Horz:1-2=-14,2-3=-9,4-5=-12,5-6=-7 Concentrated Loads(lb) Vert:3=134 4=153 12=-3(B)13=-3(B).14=-3(B)15=-a(R) 39)48tH Unbal.Dead+0.75 Gnaw(vnbaH}t9.95(�8-MWF- ,, • ,-, - . _- - -. r ._ -. -= ..4,Ptafe Increase=1.60 Uniform Loads(plf) Vert:1-2=-77,2-3=-82,3-4=-1,4-5=-103,55=-99,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=-12,5-6=-7 Concentrated Loads(Ib) Vert:3=134 4=153 12=-3(8)13=-3(B)14=-3(B)15=-3(B) 40)19th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=4,2-3=-1,3-10=-67,4-10=-82,4-5=-16,5-6=-11,2-5=-20 Horz:1-2=-29,2-3=-24,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=1254=148 12=-3(B)13=-3(6)14=-3(B)15=-3(B) 41)20th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 1 �.ununueu ur r Paye a 1 A BM MI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE SUI-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/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook • K5819643 61901021 201 CAL HIP 1 1 Job Reference(optional) • Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:18 2019 Page 5 ID:bBeibdkA_LvCjl pOjhD5XQzdl?o-rhEupMOnYInL5cHZ17LX4rh3?D9?MKy5uZvUdEzdFgh LOAD CASE(S) Uniform Loads(plf) Vert:1-2=-63,2-3=-67,3-10=-1,4-10=-16,4-5=-82,5-6=-77,2-5=-20 Horz:1-2=-29,2-3=-24,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=125 4=148 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 42)21st Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-3=-16,3-10=-82,4-10=-67,4-5=-1,5-6=4,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=24,5-6=29 Concentrated Loads(Ib) Vert:3=148 4=125 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 43)22nd Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-77,2-3=-82,3-10=-16,4-10=-1,4-5=-67,5-6=-63,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=24,5-6=29 Concentrated Loads(Ib) Vert:3=148 4=125 12=-3(B)13=-3(B)14=-3(B)15=-3(B) 44)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=3,2-3=-12,3-4=36,4-5=17,5-6=11,2-5=-12 Horz:1-2=-12,2-3=3,4-5=25,5-6=19 Concentrated Loads(Ib) Vert:3=-159 4=-184 12=-27(B)13=-26(B)14=-26(B)15=-27(B) 45)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,3-4=36,4-5=-12,5-6=3,2-5=-12 Horz:1-2=-19,2-3=-25,4-5=-3,5-6=12 Concentrated Loads(Ib) Vert:3=-184 4=-159 12=-27(B)13=-26(B)14=-26(B)15=-27(B) 46)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-24,2-3=-30,3-4=18,4-5=-1,5-6=5,2-5=-20 Hors:1-2=10,2-3=16,4-5=13,5-6=19 Concentrated Loads(Ib) Vert:3=-120 4=-145 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 47)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,3-4=18,4-5=-30,5-6=-24,2-5=-20 Hors:1-2=-19,2-3=-13,4-5=-16,5-6=-10 Concentrated Loads(Ib) Vert:3=-145 4=-120 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 48)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=30,2-3=36,3-10=36,4-10=17,4-5=17,5-6=11,2-5=-12 Horz:1-2=-38,2-3=-45,4-5=25,5-6=19 Concentrated Loads(Ib) Vert:3=-196 4=-166 12=-27(B)13=-26(B)14=-26(B)15=-27(B) 49)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=11,2-3=17,3-10=17,4-10=36,4-5=36,5-6=30,2-5=-12 Horz:1-2=-19,2-3=-25,4-5=45,5-6=38 Concentrated Loads(Ib) Vert:3=-166 4=-196 12=-27(B)13=-26(B)14=-26(B)15=-27(B) 50)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,2-3=23,3-10=23,4-10=11,4-5=11,5-6=5,2-5=-12 Horz:1-2=-25,2-3=-31,4-5=20,5-6=13 Concentrated Loads(ib) Vert:3=-169 4=-152 12=-27(5)13=-26(B)14=-26(B)15=-27(B) 51)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=11,3-10=11,4-10=23,4-5=23,5-6=16,2-5=-12 Horz:1-2=-13,2-3=-20,4-5=31,5-6=25 Concentrated Loads(Ib) vett:9=132 4s+ 52)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=24,2-3=18,3-10=18,4-10=-1,4-5=-1,5-6=5,2-5=-20 Horz:1-2=-38,2-3=-32,4-5=13,5-6=19 Concentrated Loads(Ib) Vert:3=-157 4=-128 12=-19(B)13=-18(B)14=-18(B)15=-19(6) 53)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-3=-1,3-10=-1,4-10=18,4-5=18,5-6=24,2-5=-20 Horz:1-2=-19,2-3=-13,4-5=32,5-6=38 Concentrated Loads(Ib) Vert:3=-128 4=-157 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 1 l.VI MI MICU VII f)090 V A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Lot 2 Willow Brook K5819643 B1901021 201 CAL HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Feb 11 2019 Print:8.240 s Feb 11 2019 MiTek Industries,Inc.Thu Mar 7 14:40:18 2019 Page 6 V ID:bBeibdkA_LvCj l pOjh D5XQzdl?o-rh EupMOnYln L5cHZ17LX4rh3?D9?MKy5uZvUdEzdFgh LOAD CASE(S) 54)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-59,2-3=-64,3-4=-28,4-5=-42,5-6=-37,2-5=-20 Horz:1-2=7,2-3=12,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=-109 4=-128 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 55)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=-42,3-4=-28,4-5=-64,5-6=-59,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=-12,5-6=-7 Concentrated Loads(Ib) Vert:3=-128 4=-109 12=-19(6)13=-18(B)14=-18(B)15=-19(8) 56)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-23,2-3=-28,3-10=-28,4-10=-42,4-5=-42,5-6=-37,2-5=-20 Horz:1-2=-29,2-3=-24,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=-136 4=-114 12=-19(5)13=-18(B)14=-18(B)15=-19(B) 57)Reversal:Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-37,2-3=-42,3-10=-42,4-10=-28,4-5=-28,5-6=-23,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=24,5-6=29 Concentrated Loads(Ib) Vert:3=-114 4=-136 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 58)Reversal:15th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-33,2-3=-37,3-4=-67,4-5=-16,5-6=-11,2-5=-20 Horz:1-2=7,2-3=12,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=-96 4=-115 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 59)Reversal:16th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-99,2-3=-103,3-4=-1,4-5=-82,5-6=-77,2-5=-20 Horz:1-2=7,2-3=12,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=-105 4=-124 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 60)Reversal:17th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-3=-16,3-4=-67,4-5=-37,5-6=-33,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=-12,5-6=-7 Concentrated Loads(Ib) Vert:3=-115 4=-96 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 61)Reversal:18th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right)+Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-77,2-3=-82,3-4=-1,4-5=-103,5-6=-99,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=-12,5-6=-7 Concentrated Loads(Ib) Vert:3=-124 4=-105 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 62)Reversal:19th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=4,2-3=-1,3-10=-67,4-10=-82,4-5=-16,5-6=-11,2-5=-20 Horz:1-2=-29,2-3=-24,4-5=9,5-6=14 Concentrated Loads(Ib) Vert:3=-123 4=-101 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 63)Reversal:20th Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-63,2-3=-67,3-10=-1,4-90= 6,4-5--82,5-6--77,2-5--20 Horz:1-2=-29,2-3=-24,4-5=9,5-6=14 Concentrated Loads(lb) Vert:3=-133 4=-111 12=-19(B)13=-18(B)14=-18(B)15=-19(B) 64)Reversal:21st Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-11,2-3=-16,3-10=-82,4-10=-67,4-5=-1,5-6=4,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=24,5-6=29 Concentrated Loads(Ib) Vert:3=-101 4=-123 12=-19(B)13=-18(B)14=-18(B)l5=-19(B) 65)Reversal:22nd Unbal.Dead+0.75 Snow(unbal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-77,2-3=-82,3-10=-16,4-10=-1,4-5=-67,5-6=-63,2-5=-20 Horz:1-2=-14,2-3=-9,4-5=24,5-6=29 Concentrated Loads(Ib) Vert:3=-111 4=-133 12=-19(B)13=-18(B)14=-18(B)l5=-19(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7173 rev.10/03P2015 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/7W7 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Inlonnatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A Ge eral Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Folio Could Cause Property 1 3j4" Center plate on joint unless x,y P Y offsets are indicated. I (Drawings not to scale) Damage or Pe onal Injury r�� Dimensions are in ft-in-sixteenths. Ilillk Apply plates to both sides of truss 1 2 3 1. Additional stability cing for truss system,e.g. and fully embed teeth. diagonal or X-braci is always required. See BCSI. TOP CHORDS 0'1/16 2. Truss bracing must designed by an engineer.For 4 wide truss spacing,i ividual lateral braces themselves M.38111131111111111.1may require bracing, r alternative Tor I _nff O o bracing should be c idered. IM,1111or O 11111101ti d 3. stack exceed the d ign loading shown and never U stack mater ars on i n braced trusses. F O 4. Provide copies of thi truss design to the building C7-8 C8-7 C5-8 For 4 x 2 orientation,locate H designer,erection s rvisor,property owner and plates 0- 'rie'from outside BOTTOM CHORDS all other interested 'es. edge of truss. 8 7 6 5 5. Cut members to bea 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 ANSIITPI 1. connector plates. THE LEFT. 7. Design assumes t swill be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in rd with ANSITrPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise n ,moisture content of lumber shall not exceed 19 at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly n ,this design is not applicable for ICC-ES Reports: use with fire retarda preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-struetural 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,ori- -tion and location dimensions indicated are minimu plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall•<of the species and size,and in all respects,equal .or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be-I eathed or purlins provided at output. Use T or I bracing spacing indicated on'esign. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords requi lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling' nstalled,unless otherwise noted. BEARING established by others. 15.Connections not sh. are the responsibility of others. I Indicates location where bearings (supports)occur. Icons vary but16.Do not cut or alter i member or plate without prior ©2012 MiTek®All Rights Reserved approval of an engi r. k..0 reaction section indicates joint number where bearings occur. 17.Install and load vera.-Ily unless indicated otherwise. Min size shown is for crushing onlyEMI . INN a 18.Use ofTeen or trea .lumber may y pose unacceptable �— environmental,hea' or performance risks.Consult with Industry Standards: project engineer be• use. ANSI/TPI1: National Design Specification for Metal Mil 19.Review all portions. this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before .e.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. gi BCSI: Building Component Safety Information, 20.Design assumes m facture in accordance with Guide to Good Practice for Handling, rii iTe k ANSI/TPI 1 Quality eria. Installing&Bracing of Metal Plate I Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 I,