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Specifications (2) Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. - r MiTek® RE: 171294 - H&H Homes MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 Site Information: 951-245-9525 Project Customer: Project Name: Lot/Block: Subdivision: Address: City: State: Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City, County: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: IRC2012/TPI2007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Design Method: MWFRS (Directional)/C-C hybrid Wind ASCE 7-10 Roof Load: 42.0 psf Floor Load: N/A psf This package includes 86 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to sections, R502.11 and R802.10 of the North Carolina State Building Code. COA C-0844 No. Seal# Job ID# Truss Name Date No. Seal# Job ID# Truss Name Date 1 K3193370 171294 L01 5/12/17 18 K3193387 171294 F02 5/12/17 2 K3193371 171294 L02 5/12/17 19 K3193388 171294 J01 5/12/17 3 K3193372 171294 NO1 5/12/17 20 K3193389 171294 J02 5/12/17 4 K3193373 171294 NO2 5/12/17 21 K3193390 171294 J03 5/12/17 5 K3193374 171294 NO3 5/12/17 22 K3193391 171294 J04 5/12/17 6 K3193375 171294 L04 5/12/17 23 K3193392 171294 J05 5/12/17 7 K3193376 171294 L03 5/12/17 24 K3193393 171294 JFC 5/12/17 8 K3193377 171294 W01 5/12/17 25 K3193394 171294 SJO1 5/12/17 9 K3193378 171294 M02 5/12/17 26 K3193395 171294 SJO2 5/12/17 10 K3193379 171294 M03 5/12/17 27 K3193396 171294 MO1 5/12/17 11 K3193380 171294 JJ4 5/12/17 28 K3193397 171294 JG1 5/12/17 12 K3193381 171294 JJ3 5/12/17 29 K3193398 171294 JG2 5/12/17 13 K3193382 171294 JJ2 5/12/17 30 K3193399 171294 JG 5/12/17 14 K3193383 171294 JJ 1 5/12/17 31 K3193400 171294 SJG 5/12/17 15 K3193384 171294 F01 5/12/17 32 K3193401 171294 E02 5/12/17 16 K3193385 171294 F04 5/12/17 33 K3193402 171294 E03 5/12/17 17 K3193386 171294 F03 5/12/17 34 K3193403 171294 G02 5/12/17 ERRILL B The truss drawing(s)referenced above have been prepared by Truss �`9 `�f�, Engineering Company under my direct supervision based on the parameter" wAs�. Iwo : provided by Trus-way Inc. ', ° 'p Truss Design Engineer's Name: Baxter, David � / �.� My license renewal date for the state of Washington is May 16,2019. jC% . ,��►. 51 •8w NOTE:The seal on these drawings indicate acceptance of q -GisT�R� professional engineering responsibility solely for the truss SSIONALi4C' components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. May 12,2017 1 of 2 Baxter,David w RE: 171294 - H&H Homes • Site Information: Project Customer: Project Name: Lot/Block: Subdivision: Address: City, County: State: No. Seal# Job ID# Truss Name Date No. Seal# Job ID# Truss Name Date 35 K3193404 171294 A07 5/12/17 77 K3193446 171294 JH2 5/12/17 36 K3193405 171294 A08 5/12/17 78 1K3193447 171294 JH1 5/12/17 37 K3193406 171294 B01 5/12/17 79 1K3193448 171294 JHO2 5/12/17 38 K3193407 171294 D03 5/12/17 80 1K3193449 171294 JH3 5/12/17 39 K3193408 171294 D04 5/12/17 81 1K3193450 171294 JH4 5/12/17 40 K3193409 171294 A09 5/12/17 82 K3193451 171294 E01 5/12/17 41 K3193410 171294 A10 5/12/17 83 1K3193452 171294 JE1 5/12/17 42 K3193411 171294 All 5/12/17 84 K3193453 171294 JE2 5/12/17 43 K3193412 171294 Al2 5/12/17 85 1K3193454 171294 JE3 5/12/17 44 K3193413 171294 CO1 5/12/17 86 1K3193455 171294 JK1 5/12/17 L45 K3193414 171294 CO2 5/1.2/17 . 46 K3193415 171294 CO3 5/12/17 47 K3193416 171294 A06 5/12/17 48 K3193417 171294 H02 5/12/17 49 K3193418 171294 K01 5/12/17 50 K3193419 171294 JK2 5/12/17 �51 K3193420 171294 A01 5/12/17 52 K3193421 171294 A02 5/12/17 53 K3193422 171294 A03 5/12/17 54 K3193423 171294 A04 5/12/17 55 K3193424 171294 A05 5/12/17 56 K3193425 171294 JA4 5/12/17 57 K3193426 171294 JA5 5/12/17 58 K3193427 171294 JA6 5/12/17 59 K3193428 171294 JA7 5/12/17 60 K3193429 171294 J06 5/12/17 61 K3193430 171294 J07 5/12/17 62 K3193431 171294 D01 5/12/17 63 K3193432 171294 D02 5/12/17 64 K3193433 171294 JD1 5/12/17 65 K3193434 171294 JD2 5/12/17 66 K3193435 171294 JD3 5/12/17 67 K3193436 171294 JD4 5/12/17 68 K3193437 171294 SJD2 5/12/17 69 K3193438 171294 B06 5/12/17 70 K3193439 171294 B05 5/12/17 71 K3193440 171294 B04 5/12/17 72 K3193441 171294 B03 5/12/17 73 K3193442 171294 B02 5/12/17 74 K3193443 171294 J08 5/12/17 75 K3193444 171294 JB1 5/12/17 76 K3193445 171294 H01 5/12/17 2 of 2 Jct Truss Truss Type Qty Ply H&H Homes K3193370 171294 L01 Monopitch 12 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:15 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-18RZgFwkoLRmGYpCHTjDJT_c1 hlXh95515IccSzHTK_ -1-0-0 ) 7-0-0 1-0-0 7-0-0 Scale=1:29.5 3 8.00 1712 �C��D PR QF-6, � ANG 1 N E&-.R /„ 4-4" 89200PE �t"" � G 47,OREGON\� 5 '77 /O -9 14,(1() /14FRR4L�- 4 3x4 = EXPIRES: 12/31/2017 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.10 4-7 >864 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.30 4-7 >282 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.09 4-7 >899 360 Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=170/Mechanical,2=322/0-5-8,4=89/Mechanical Max Horz 2=188(LC 12) Max Uplift 3=-110(LC 12),2=-39(LC 12) Max Gray 3=195(LC 22),2=360(LC 2),4=128(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.Il;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) I�ERRjl L 8 3=110. �ti�op �ASj��G J<t: DIVALIT 4, 51398 �`r 4-•c,STV., 4/ONAL May 12,2017 � f -- I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTri k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jo;b Truss Truss Type Qty Ply H&H Homes K3193371 171294 L02 Monopitch Structural Gable 1 1 ' Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:15 2017 Page 1 P ID:zLeYFjRjMpSHWYsoaA2HMWzKXBO-18RZgFwkoLRmGYpCHTjDJT_cihl0h955151ccSzHTK_ -1-0-0 ` 7-0-0 1-0-0 7-0-0 2x4 I I Scale=1:30.9 4 3 2x4 II il 8.00 12 2x4 II ��,Eo P R oF�ss 2x4 II ��5 �tJGLNEFR /0 2 89200PE -9r 1 111111 2All . iw IOREGON D� 44 1 t r LiO 4,1 OREGON 14 2°\ P+� MI 2x4 II 2x4 II 2x4 I I 6 /1/ -R V/ -R R,L�- V 5 3x4 = 3x4 II EXPIRES: 12/31/2017 1 7-0-0 I 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.08 6-15 >970 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.25 6-15 >317 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0,01 2 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wjnd(LL) 0.08 6-15 >999 360 Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=273/Mechanical,2=312/0-5-8 Max Horz 2=193(LC 12) Max Uplift 6=-107(LC 12),2=-32(LC 12) Max Gray 6=303(LC 22),2=349(LC 2) 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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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)TOLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ER-SILL 8 will fit between the bottom chord and any other members. �t 8)A plate rating reduction of 20%has been applied for the green lumber members. �ti� �- WASj1 J 9)Refer to girder(s)for truss to truss connections. ''G, <t% 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) / '.- 1 '� a O. 6=107. �i. - •- .� , or� � � 51398 � 0 4'CIS TEw SSI4NALv-‘G May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE MtI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ITeI is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ,Y1 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193372 171294 NO1 Scissor 4 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:20 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-65EStz_tcu43NJhA41 J00WiVXiRQMGYrAN?NGgzHTJv -1-0-01 5-10-0 I 11-2-12 I 16-7-8 I 22-0-0 1-0-0 5-10-0 5-4-12 5-4-12 5-4-8 4x6= Scale:1/4"=1' 4 s_ 8.00 12 iiiii . 3x6 3x6 3 5 9 6x8 = 3x4,'•>r V 6 7 8 rb 2xx 4 II 2x4 II41111114.11i V 1 2 I`b '? o = ri 4.00 12 c'' 4x6 II 3x6 I 5-10-0 I 11-2-12 I 16-7-8 1 22-0-0 I 5-10-0 5-4-12 5-4-12 5-4-8 Plate Offsets(X,Y)- [2:0-0-14,Edgej,17:0-1-5,0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.12 9-10 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.32 8-9 >820 180 TCDL 7.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.26 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.07 9-10 >999 360 Weight:98 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G rMITek recommends that Stabilizers and re. s .s,.,.. SLIDER Right 2x4 DF Stud/Std-G 2-0-0 I be installed during truss erection,in ac •„ � �s -.P•r4-ss Installation guide. GJ ��G_INE,_ 2, REACTIONS. (lb/size) 7=830/Mechanical,2=888/0-5-8 _ � /Ij Max Horz 2=181(LC 11) '9 Max Uplift 7=-143(LC 12),2=-187(LC 12) CZ" 89200 P E r Max Gray 7=923(LC 2),2=989(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2388/574,3-4=-1688/378,4-5=-1684/376,5-7=-2221/555 BOT CHORD 2-10=-427/2014,9-10=-428/2025,8-9=-401/1901,7-8=-398/1881 - A_OREGON �� y WEBS 5-9=-529/301,3-9=-643/325,4-9=-236/1419 G/O "�,9 Y 14 2 ONS + NOTES- /GJ �P 1)Unbalanced roof live loads have been considered for this design. ��R `-\' 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R -II-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 A 8 will fit between the bottom chord and any other members. Jti� 'WA Slit,, `-1'J, 7)A plate rating reduction of 20%has been applied for the green lumber members, fr,difej.: 7. � C> e� 8)Refer to girder(s)for truss to truss connections. /- No9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify —I._ — ,NF �"'' . capacity of bearing surface. VP.) 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=143,2=187. r ed �`" O4, 513980 , �,..-.0. . G.ts-. g�: n sSIONALV,'. May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMN a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jo,) Truss Truss Type Qty Ply H&H Homes - K3193373 171294 NO2 Scissor 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:21 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-aHog5J_VNBCw?TGMekgdZkEhl5ni5iH_P1lwo6zHTJu (1-0-01 5-10-0 I 11-2-12 I 16-7-8 I 22-5-8 23-5-8I 1-0-0 5-10-0 5-4-12 5-4-12 5-10-0 1-0-0 4x6 I I Scale=1:49.5 4 it 8.00 12 3x6 i 3x6-' 3 5 96 111111111111.- x8:"lillIllIll111r r 10 8 `r�' 2 2x4 I I 2x4 I 6 ' 14 7 g 4.00 12 ► o 3x6 3x6 I 5-10-0 1 11-2-12 I 16-7-8 I 22-5-8 I 5-10-0 5-4-12 5-4-12 5-10-0 Plate Offsets(X,Y)- 12:0-0-14,Edge1,16:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.13 9-10 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.34 9-10 >781 180 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.29 6 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.07 9-10 >999 360 Weight:98 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and re. . -• .vs'1 ii.: be installed during truss erection,in ac • •ae • it -•i -1-4-61, REACTIONS. (lb/size) 2=904/0-5-8,6=904/0-5-8 Co .,‘AGINE , cR s Installation guide. i`2 G. Max Horz 2=189(LC 11) 44.I y Max Uplift 2=-189(LC 12),6=-189(LC 12) 89200PE r Max Gray 2=1007(LC 2),6=1007(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2446/527,3-4=-1747/326,4-5=-1747/326,5-6=-2446/527 BOT CHORD 2-10=-327/2063,9-10=-328/2075,8-9=-328/2075,6-8=-327/2063 y AAOREGON �4: WEBS 4-9=-184/1494,5-9=-641/330, I- 3-9=-641/330 - "`i,9 0'� 11 NOTES- Q'V/ 14,(2-°\ �P~T 1)Unbalanced roof live loads have been considered for this design. �/:?A 10 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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. ERRILL 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 1� 4 , will fit between the bottom chord and any other members. Jti9 OV WAS444,14> 7)A plate rating reduction of 20%has been applied for the green lumber members. �' 8)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyi/?. C'O .1 ��.. • capacity of bearing surface. �i000 "-- �. 9) Ai Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except �. I P P P (jt=lb) �/ , 2=189,6=189. 1 / d.0 iF51398 zr.) •A' GISTER ss`rIONALEG May 12,2017 mil A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193374 171294 NO3 Scissor Structural 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:22 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-2UMDIe?78VKncdrYBRLs5xnsV 7xg9X7ehUTLYzHTJt - 11-0-01 5-10-0I 11-2-12 I 16-7-8 I 22-5-8 p3-5-81 1-0-0 5-10-0 5-4-12 5-4-12 5-10-0 1-0-0 4x6 11 Scale=1:49.5 4 8.00 ' 10 IIIIIII:lki, 3x6� i it • 3x63 ' �j�0 r yo y mow— t9 �N1 ,y ^ 6X8= 1 ■ ` 68 (.1',-5ri' 2 ° \ 7 a • i 4.00 12 i 3x6 3x6% I 5-10-0 I 11-2-12 I 16-7-8 I 22-5-8 1 5-10-0 5-4-12 5-4-12 5-10-0 Plate Offsets(X,Y)— [2:0-0-14,Edge[,[6:0-0-14,Edgel,[14:0-1-9,0-1-01,[28:0-1-9,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.13 9-10 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.34 9-10 >781 180 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.29 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.07 9-10 >999 360 Weight:132 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and re• ' •sL...4 OTHERS 2x4 DF Stud/Std G be installed during truss erection,in ac - •ii� • I. "WA -t'S Installation•uide. 1, 41, (5 REACTIONS. (lb/size) 2=904/0-5-8,6=904/0-5-8 Max Horz 2=189(LC 11) 44/ -7 Max Uplift 2=-189(LC 12),6=-189(LC 12) 89200PE r Max Gray 2=1007(LC 2),6=1007(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2446/527,3-4=-1747/326,4-5=-1747/326,5-6=-2446/527 BOT CHORD 2-10=-327/2063,9-10=-328/2075,8-9=-328/2075,6-8=-327/2063 -yG A OREGON I WEBS 4-9=-184/1494,5-9=-641/330,3-9=-641/330 '� /O �Y14,2° + NOTES- M .i�RIO- 'e.‘"- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 3)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. 4)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs ERRILj non-concurrent with other live loads. q 6)All plates are 2x4 MT20 unless otherwise indicated. ,tib 0. WASI� `t), 7)Gable studs spaced at 1-4-0 oc. - '�' 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • '' ,.O- ; �x 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -, . �' e,u:, . .• will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. %I., 11) Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �ri'-;r capacity of bearing surface. ,� 51398 W� 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 0� �GrSTER� Ci 2=189,6=189. �SSIONAL.c C, May 12,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. IMIII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193375 171294 L04 Monopitch 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:16 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-DK_x2bxMZfaduiOOrBFSsgXnn45mQcLFF1197uzHTJz - I -1-0-0 I 7-0-0 1-0-0 7-0-0 Scale=1:29.5 3 PR°F' 89200PEOREGON ,43: '7, ! /O ' 142-°MRR11-\- R>P 4 3x4 = EXPIRES: 12/31/2017 1 7-0-0 I 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.10 4-7 >864 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.30 4-7 >282 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.09 4-7 >899 360 Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=170/Mechanical,2=322/0-5-8,4=89/Mechanical Max Horz 2=188(LC 12) Max Uplift 3=-110(LC 12),2=-39(LC 12) Max Gray 3=195(LC 22),2=360(LC 2),4=128(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) � ILL' 8 3=110. J1� 04 WASN4 '-t'>, • 9i(*:'L''' C'')'. t:. 6V _.. io m 4t"i4,i) 5139 �wt �Ct'� /STE8R5sSc,CI4NAL May 12,2017 i ► a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. MIN IMI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nothill. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 1(3193376 171294 L03 Monopitch Structural Gable 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:16 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-DK_x2bxMZfaduiOOrBFSsgXnS45FQcLFF1197uzHTJz I- -1-0-0 I 7-0-0 1-0-0 7-0-0 2x4 I I Scale=1:30.9 4 3 2x4 I I gip r 8.00 12 2x4 I I ��Q`�o PR oFe0- zxa II uC; ANG I NSFR /o 2 G 89200PE 444 �r 4 Ct- 2 ■ ■ ■ w ; ,�OREGON �[LQ dr 1 ; ■ ■ • 6 '91' 14,223\ P4 ►/ 2x4 II 2x4 II 2x4 I I 6 SFR R I LA' 5 3x4 = 3x4 II EXPIRES: 12/31/2017 I7-0-0 I 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.08 6-15 >970 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.25 6-15 >317 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCLL Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.08 6-15 >999 360 Weight:40 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=273/Mechanical,2=312/0-5-8 Max Horz 2=193(LC 12) Max Uplift 6=-107(LC 12),2=-32(LC 12) Max Gray 6=303(LC 22),2=349(LC 2) 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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1�ERRILL 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. Jti� % WASE `'t j9)Refer to girder(s)for truss to truss connections. �.S :74 �� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=1b) ,.:Ci',419' "�!?�� I6=107. =� �'� � .i,o1 �, 51398w`'�Z �GIST'ER� °ZONAL May 12,2017 s • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job_ Truss Truss Type Qty Ply H&H Homes K3193377 171294 W01 Manopitch 5 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:25 2017 Page 1 ■ ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-T31 Lxg2ORQiLT4a7tavZjaPKgi9q 1 gZaKfj7xtzHTJq -1-0-0 7-0-0 1-0-0 7-0-0 Scale:3/4"=1 3 4.00 12 8 2 cM _ 4 3x4 = 7-0-0 � 7-0-0 Plate Offsets(X,Y)-- 12:0-1-13,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.10 4-7 >822 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.29 4-7 >288 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.10 4-7 >839 360 Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and re. rl•,+s a 00:4 • be installed during truss erection,in ac -plee4V.i• -•I -rFs Installation guide.,N FF S� REACTIONS. (lb/size) 3=169/Mechanical,2=322/0-5-8,4=89/Mechanical • 2 Max Horz 2=94(LC 14) Max Uplift 3=-74(LC 14),2=-78(LC 14) CZ" 89200PE Max Gray 3=199(LC 19),2=360(LC 2),4=124(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- OL OREGON 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; '9 eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for O 1 4 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,A.Y'c�R, c))P 2)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs EXPIRES: 12/31/2017 non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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. EK�jLL 8)Refer to girder(s)for truss to truss connections. , , 9)Refer to girder(s)for truss to truss connections. "c) 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. lyG � ',;i': O • tom, "( 513980 tf " °ZONAL,_AG\ May 12,2017 IM OM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193378 171294 M02 Common 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:18 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-Aj6iTHyd4GgL7?YnycHwx5cAsuo7uU?Yj3WGCnzHTJx 5-4-0 9-4-0 5-4-0 4-0-0 4x6 = Scale=1:26.1 2 .A, 8.00 1 z ��D P R 0FFS,s �C?N �tJG�NEE,4 4x6 3 89200PE1 yr 41111111111010 OREGON CUQ J r ::111111111 7 �� 14,2°N�Q`�- 6 4x6 = 5 R R 10_ 3x4= 3x4 14 EXPIRES: 12/31/2017 5-4-0 I 9-4-0 5-4-0 4-0-0 Plate Offsets(X,Y)-- [1:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.03 6-9 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.08 6-9 >999 180 BCLDL 0.0 7.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.03 6-9 >999 360 Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=341/0-5-8,5=347/Mechanical Max Horz 1=-70(LC 10) Max Uplift 1=-56(LC 12),5=-57(LC 12) Max Gray 1=379(LC 2),5=385(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-399/112,2-3=-357/122,3-5=-366/145 BOT CHORD 1-6=-39/254 WEBS 3-6=-41/266 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=oft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TOLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 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 L�� ILL B 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)1,5. / y�0,-,14#14. Oor - � fir ` • OF • ° .„?, 51398 ,c) ck, -G/STER •C'SSIONAL-04G May 12,2017 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193379 171294 M03 Common 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:19 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-evg4gdzFrayC196zWJo9TJ9NAIA3dxuhxjGpkDzHTJw 4-0-0 I 8-0-0 - 4-0-0 4-0-0 4x6= Scale=1:26.1 2 1116.. 8.00 . �- �� P R�F�ss ��5 �NGIN�FR /�2 4xs'-% axs�� M 1 89200PE -ter il. 0 0 0 0111111110_....i i i i i ii41 I ti ci w ■w■ w ! G OREGON is, ��w wmw�� 'O��1' 14,2°�6 54 3x4I ' R R`�-� 8 3x4 1 I 7 4x8 = 4 EXPIRES: 12/31/2017 I 4-0-0 ! 8-0-0 I 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 5-6 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 5-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.00 6 >999 360 Weight:42 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=285/Mechanical,5=285/Mechanical Max Horz 7=57(LC 11) Max Uplift 7=-44(LC 12),5=-44(LC 12) Max Gray 7=316(LC 2),5=316(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-252/83,2-3=-252/83,1-7=-280/115,3-5=-280/115 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 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. FRRILL, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5. 8 ...%ti9• �-c WASlit� >, ap (.;,..-4-7--,!-?,--;,--6. 7t,.... • , ...ia . / r 16 ,�� 51398 0 q,� � S%NAL��1 May 12,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notPali. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193380 171294 JJ4 Monopitch Structural Gable 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:11 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-tMB2?utEk7xLowVR2efH9dq?t3QPIL6W6UKOThzHTK2 1100 I 5-6-0 { 1-0-0 5-6-0 Scale=1:24.7 2x4 II 4 II 71:41:18,00 ��ED P 0Fss \� A29G210NOE:E/ ,oCD -57 r Allillill OREGON�� Q1 ea iii i �0 �/'fqy14,2° Q'k.'' 6 • -F RIl-\x4 115 3x4 = EXPIRES: 12/31/2017 1 5-6-0 I 5-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.03 6-13 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.09 6-13 >690 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) -0.03 6-13 >999 360 Weight:28 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=215/Mechanical,2=256/0-5-8 Max Horz 2=160(LC 12) Max Uplift 6=-85(LC 12),2=-35(LC 12) Max Gray 6=239(LC 2),2=287(LC 2) 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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.11;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .KRILL will fit between the bottom chord and any other members. 8 8)A plate rating reduction of 20%has been applied for the green lumber members. �tiV CiV WAS `4> 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. �, 4.� %'' C� K) wr 9.� 4'GISTER� 4' �S'I1NALEAG May 12,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/73/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193381 171294 JJ3 Jack-Open 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:10 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-PAdgnYsczppUAnwFUw82cPHpcg4pOusMtgarwFzHTK3 - -1-0-0 l 5-6-0 1-0-0 5-6-0 Scale:12"=1' 3 7 444 '7, Ofi RR 10_, 4 3x4= EXPIRES: 12/31/2017 I 5-6-0 5-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.04 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.22 Vert(TL) -0.11 4-7 >593 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.04 4-7 >999 360 I Weight:19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 3=131/Mechanical,2=266/0-5-8,4=69/Mechanical Max Horz 2=155(LC 12) Max Uplift 3=-84(LC 12),2=-42(LC 12) Max Gray 3=152(LC 22),2=298(LC 2),4=100(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. EKe LL 8 Jti� O-hor44, idrft, • --.....• 4, 51398 w� Mil �� rISTEv x,,, i - S/ONAL ti�G� May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - - K3193382 171294 JJ2 Jack-Open 5 1 Job Reference(optional) 1 Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:10 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-PAdgnYsczpoUAnwFUw82cPHsag6x0usMtgarwFzHTK3 1-0-0I 3-6-0 1-0-0 3-6-0 Scale=1:17.3 3 ``, V �vp PROF89200PEOREGON� -R R 10_ 3x4= EXPIRES: 12/31/2017 I 3-6-0 I 3-6-0 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.02 4-7 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.01 4-7 >999 360 Weight:13 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,2=194/0-5-8,4=42/Mechanical Max Horz 2=110(LC 12) Max Uplift 3=-50(LC 12),2=-47(LC 12) Max Gray 3=92(LC 22),2=218(LC 2),4=62(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)3,2. ERRILL 0 i\ti' of WASlf `-t"> ,--,,,,,-_-. -: G>: _;, - .so of g �� 51398w ° ,P�C.� 1MR� - - � s ,G� `VONAL V May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. NMI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Miler('n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss 'Truss Type Qty Ply H&H Homes - K3193383 171294 JJ1 Jack-Open 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:09 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-x_31aCrzCVhdYdM2xDdp4CkesGkaHRcDeArHOozHTK4 -1-0-0 5-6-0 1-0-0 5-6-0 Scale:1/2"=1' 3 e.00 ,2 �(�S PROF& °° d co G4NEF'4 89200PE �� 2 11,,1l 7CI) OREGON � �� /Q Al 14,2°\ 1 ►1 SFR R R-\- 4 3x4 = EXPIRES: 12/31/2017 5-6-0 5-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.04 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.22 Vert(TL) -0.11 4-7 >593 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.04 4-7 >999 360 Weight:19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=131/Mechanical,2=266/0-5-8,4=69/Mechanical Max Horz 2=155(LC 12) Max Uplift 3=-84(LC 12),2=-42(LC 12) Max Gray 3=152(LC 22),2=298(LC 2),4=100(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)3,2. �\� o WAS/#4;14-/\,,` ?q4' 51398�' w� 5 �CISTLR � 'ZONAL ,\6` May 12,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jol Truss Truss Type Qty Ply H&H Homes K3193384 171294 F01 Common 3 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:42 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-Dnx5vzW1 ZCHSpTnss2eUTV7OvNUjSAAFRToMxszHTKV r1-0-Oi 6-1-9 11-10-0 I 17-6-7 I 23-2-0 I 1-0-0 6-1-9 5-8-7 5-8-7 5-7-9 4x6 II Scale=1:48.7 4 ii 8.00 12 2x4 \\ 2x4 // 3 5 \ : / wilAh&4x6 6 1 7 2 All' ir :-.2411' IMIIIIIIMIES .: Id, ►'� 10 18 9 19 8 4x6 = 3x6 = 4x6 = 3x6 11 3x6 = I 7-10-14 I 15-9-2 I 23-2-0 I 7-10-14 7-10-4 7-4-14 Plate Offsets(X,Y)- [2:0-3-7,0-1-81,[7:0-2-13.0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.14 8-10 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30,0 Lumber DOL 1.15 BC 0.38 Vert(TL) -0.28 8-10 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.24 Horz(TL) 0.04 7 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wlnd(LL) 0.03 10 >999 360 Weight:110 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and re. .-¢.11.s 4.r.: SLIDER Right 2x4 DF Stud/Std-G 1-6-0 be installed during truss erection,in ac • •:iili'a1ii -•1 •rFs Installation guide. s/ O, REACTIONS. (lb/size) 7=865/Mechanical,2=941/0-5-87 2 Max Horz 2=190(LC 11) "9 Max Uplift 7=-149(LC 12),2=-196(LC 12) CZ- 89200PE r Max Gray 7=962(LC 2),2=1048(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1372/378,3-4=-1226/450,4-5=-1195/446,5-7=-1307/376 BOT CHORD 2-10=-230/1130,8-10=-42/726,7-8=-223/1027 -y A-OREGON �� WEBS 3-10=-342/272,4-10=-173/602,4-8=-167/549,5-8=-318/261 G/0"�,9)' 1 4 2--'°.\2--'°.\ 1 T� NOTES- SFR R 10_ c?)'P 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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. RRILL 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 8 will fit between the bottom chord and any other members,with BCDL=10.0psf. J1� ��WAS J 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. op �� ,��"O 169 Provide mechanical connection b others of truss to bearin late ca able of withstandin 100 lb u lift at joints exce t t=lb .ii`( Y ) 9P P 9 P 1 O PG- ) �� 7=149,2=196. �1_ yr,� Or 16 ��51398 X44, 4' GISTI:R �sSIONAL��` May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 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,notPAN a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ile k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jgb Truss Truss Type Qty Ply H&H Homes ' - K3193385 171294 F04 California Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:45 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-eMdDX?Zws7g1 gxWRXABB581N8bNkfQnh7R1 OYBzHTKS — 1-1-0-0I 5-5-6 5-11013 11-10-0 I 17-9-13 181-2110 23-2-0 I 1-0-0 5-5-6 0-4-13 5-11-13 5-11-13 0-4-13 4-11-6 Scale=1:41.1 8x8'i 2x4 I I 8x8\\ 3 �: 19 20 21r, 224 23 24 I:51 P- 5 8.00 • W {e} A'? N 4X6 \\ r 1 7 2 4 nn nn El nn nn nn �Iiir nn fill nn B nn nn _ o. 0 S. 26 2710 28 29 30 9 31 32 33 8 34 35 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4x6 = 2x4 II 6x8= 2x4 II 6x8 I NAILED NAILED NAILED I 5-5-6 I 11-10-0 I 18-2-10 I 23-2-0 I 5-5-6 6-4-10 6-4-10 4-11-6 Plate Offsets(X,Y)-- [2:0-0-0,0-0-31,[5:0-4-0,0-3-4],19:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.15 8-9 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.93 Vert(TL) -0.40 8-9 >698 180 TCDL 7.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.12 7 n/a n/a BCLL Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.13 8-9 >999 360 Weight:115 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 2-3-11 oc purlins, 3-5:2x6 DF SS G except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-0-11 max.):3-5. !.ED P R OFA WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 7-11-4 oc• !.i SLIDER Right 2x4 DF Stud/Std-G 1-6-0 MiTek recommends that Stabilizers-•:c5N • l�$(t*ei • / be installed during truss erection,i e�r•:ngw ith Stabiliz-f9 c, Installation guide. REACTIONS. (lb/size) 7=1791/Mechanical,2=1828/0-5-8 kc---- 89200PE 1---- Max Max Horz 2=90(LC 31) Max Uplift 7=-521(LC 10),2=-554(LC 10) Max Gray 7=1968(LC 2),2=2012(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1 OREGON ��Q TOP CHORD 2-3=-3155/894,3-4=-3731/1184,4-5=-3731/1184,5-7=-2972/860 G� �qy 2-°\BOT CHORD 2-10=-705/2584,9-10=-711/2574,8-9=-655/2420,7-8=-649/2426 14, WEBS 3-10=0/405,3-9=-486/1394,4-9=-1065/654,5-9=-545/1578,5-8=0/340MR R I t�- e;.'•'NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; EXPIRES: 12/31/2017 eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. $ ILL 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. �1� yJASN -f ` "l, 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 ,O G, 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. 4s%i��"'' 9)Refer to girder(s)for truss to truss connections. ' 1(6i9� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) —III 7=521,2=554. or 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. p ,p 51398 tia 12) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. O� CISTER� 13) Hanger(s)4, r other dwn and 157 b device(sshal) be provided sufficient to 215 lb down and 199 lb at�0-0 0 219 lb down rt concentrated and 204 lb at 1)401 lb down 1 140 lb up at 0-0,2 5 lb �s`ZO �� 5-10-14,179 lbo upupup NAL down and 199 lb up at 13-8-0,and 179 lb down and 157 lb up at 15-8-0,and 401 lb down and 340 lb up at 17-9-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. May12,2017 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on_pane 2 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMil. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek} is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193385 171294 F04 California Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:45 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-eMdDX?Zws7g 1 gxWRXABB581N8bNkfQnh7R1 OYBzHTKS LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3-5=-56,5-7=-56,11-15=-20 Concentrated Loads(lb) Vert:9=-56(B)4=-145 18=-328 19=-91 20=-139 23=-139 24=-91 25=-328 26=-45(B)27=-35(B)28=-54(B)29=-57(B)30=-57(B)31=-57(B)32=-57(B)33=-54(B) 34=-35(B)35=-45(B) AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7373 rev.10/03/2015 BEFORE USE. put Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I A Te 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes r K3193386 171294 F03 California Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:44 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-9A3rKfY15gYA2nxFzTgyZwCJoBAgw2BXunHT01zHTKT - 1-1-0-0 I 5-5-6 5-110T3 11-10-0 _ 17-9-13 18(2- 0 23-2-0 1 1-0-0 5-5-6 0-4-13 5-11-13 5-11-13 0-4-13 4-11-6 Scale=1:41.1 7 4 8x8 i 2x4 II 8x8 8.00 12 3 A4 ►iM ►M. MI 5 0. kM al ,...11411 r folopirriT,R u1 N N 4x6 \\ A 8 A .44 9 Irc'2 PIA ® MI ® J PM 12 11 10 3x4= 2x4 II 5x8= 2x4 II 4x6 II I 5-5-6 I 11-10-0 1 18-2-10 I 23-2-0 1 5-5-6 6-4-10 6-4-10 4-11-6 Plate Offsets(X.Y)-- [9:0-3-7.0-0-41,[11:0-4-0.0-3-0] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) l/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.06 10-11 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.18 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.06 9 n/a n/a BCLL 0.0 Code IRC2012[TP12007 Matrix-MS Wind(LL) 0.07 10-11 >999 360 Weight:121 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 5-1-11 oc purlins, 3-6:2x6 DF SS G except _ BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-6. GG PROF WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 7-10-7 oc i�ir ` 6_ SLIDER Right 2x4 DF Stud/Std-G 1-6-0 MiTek recommends that Stabilizers-•.0J• • I(o ip(tsj-j�i • / be installed during truss erection,i etr.:n&with Stabiliz-(9 Installation•uide. ..' REACTIONS. (lb/size) 9=996/Mechanical,2=1061/0-5-8 kri :• 0 O Max Horz 2=129(LC 11) Max Uplift 9=-246(LC 12),2=-288(LC 12) Max Gray 9=997(LC 2),2=1076(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -74. AA__OREGON �� TOP CHORD 2-3=-1545/933,3-5=-1697/1351,5-6=-1697/1351,6-9=-1441/888 / `�9 �'��` BOT CHORD 2-12=-728/1245,11-12=-731/1241,10-11=-680/1162,9-10=-676/1165 Q y 14,2 -A- WEBS 3-11=-308/658,5-11=-437/408,6-11=-367/731 MER R I L\- ., NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; EXPIRES: 12/31/2017 eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. tiRRILL 5)Provide adequate drainage to prevent water ponding. = -9 '-WASH• 1-1"), 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��G, 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , �f '�' will fit between the bottom chord and any other members. .. • a 8)A plate rating reduction of 20%has been applied for the green lumber members. r `�.f 9)Refer to girder(s)for truss to truss connections. , / 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) r,f 9=246,2=288. �, S 1398 �, 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� F�ISTL'R' �� SSIONAL��C�` May 12,2017 -- A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTV(REFERENCE PAGE M//-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes w y K3193387 1,1294 F02 California Girder 1 1 IJob Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:43 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-h_VT6JXgKWPJRdM3P19j0jfAbngUBe80g7YvTJzHTKU ! 1-1-0-0 5-5-6 51033 11-10-0 1 17-9-13 18-2-i10 23-2-0 I 1-0-0 5-5-6 0-4-13 5-11-13 5-11-13 0-4-13 4-11-6 Scale=1:44.4 4x6- 4x6 0" 23►� 4 2i� 8.00 12 8x8 •i 8x8-- 3� e t PM ►a . , V YI iih 6 2x4 I I 2x4 II r m `v 4x6': M 10 441 11 2 MI El- n 017 14 13 12 3x6= 2x4 II 5x8 = 2x4 II 4x6 II I 5-5-6 1 11-10-0 I 18-2-10 1 23-2-0 I 5-5-6 6-4-10 6-4-10 4-11-6 Plate Offsets(X,Y)-- [2:0-3-7,0-1-8],[4:0-2-4,0-2-0],[7:0-2-0,0-2-0],[11:0-3-7,0-0-4],!13:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.05 12-13 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.15 12-13 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.06 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0,04 12-13 >999 360 Weight:141 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 4-9-9 oc purlins,except 3-9:2x6 DF SS G 2-0-0 oc purlins(6-0-0 max.):3-9,4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac-•• WEBS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s):6,5,8 t),,D r•-, R OFF SLIDER Right 2x4 DF Stud/Std-G 1-6-0 ' MiTek recommends that Stabilizers-•• •.• Eitp ei • / be installed during truss erection,i of r•:n -with Stabiliz-f4 �, Installation guide. REACTIONS. (Ib/size) 11=1090/Mechanical,2=1152/0-5-8 CZ" 89200PE Max Horz 2=155(LC 35) Max Uplift 11=-286(LC 12),2=-328(LC 12) Max Gray 11=1110(LC 2),2=1185(LC 2) -3 � -37, FORCES. (Ib)-Max,Comp./Max.Ten.-All forces 250(Ib)or less except when shown. AA__OREGON I), 4/ TOP CHORD 2-3=-1708/551,3-4=-889/366,3-5=-777/267,5-6=-777/267,6-8=-777/267, "7 �`9 y 2soN 4 8-9=-777/267,7-9=-885/365,9 11=-1594/537,4-7=-674/347 Q 7 4, BOT CHORD 2-14=-389/1366,13-14=-392/1361,12-13=-371/1275,11-12=-368/1278 /1/G- 0' WEBS 9-13=-111/296 R R I V—\'` NOTES- 1)Unbalanced roof live loads have been considered for this design. EXPIRES: 1 2/31/2017 2)Wnd:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TOLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 V,RRILL 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs B non-concurrent with other live loads. Jti40 OV WASIN, J 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OA. ti, �� it7)*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 II �v O .... will fit between the bottom chord and any other members. i ; 8)A plate rating reduction of 20%has been applied for the green lumber members. �g� 9)Refer to girder(s)for truss to truss connections. et:) /�;r 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) � �, 51398 C4' + 11=286,2=328. O� `�GISTER� �4' 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L�S, ()1 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)224 lb down and 272 lb up at SIONALti� 9-10-14,and 156 lb down and 160 lb up at 11-10-0,and 224 lb down and 272 lb up at 13-9-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. May 12,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Corona,CA 92880 Jop Truss Truss Type Qty Ply H&H Homes K3193387 171294 F02 California Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:43 2017 Page 2 { ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-h_VT6JXgKWPJRdM3P19j0jfAbngUBe8Og7YvTJzHTKU LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3-4=-56,7-9=-56,9-11=-56,15-19=-20,4-7=-56 Concentrated Loads(Ib) Vert:22=-190 25=-56 26=-190 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 hill building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193388 171294 J01 Jack-Open 3 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:50 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-_KQ6aic3gglJniPPKjnMoBSQbcGzKrvQHjknDPzHTKN 1-0-0I 1-10-3 5-11-4_-- 1-0-0 1-10-3 4-1-1 Scale=1:13.0 3 y 8.00 12 , v r; 2 1 48 9 4 ♦ NAILED NAILED 3x4= I 1-9-7 1-3 -3 5-11-4 I 1-9-7 0- -)2 4-1-1 _Plate Offsets(X,Y)- [2:0-4-1.0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. ` DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.08 4-7 >897 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.01 4-7 >999 360 1 Weight:13 lb FT=20% BCDL 10.0 ' LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and - ,�•s'•t•:l�-res,, be installed during truss erection,in ac 0 -.I r Installation guide. REACTIONS. (lb/size) 3=98/Mechanical,2=148/0-5-8,4=65/Mechanical �G]�� 1O2 Max Horz 2=73(LC 12) "9 Max Uplift 3=-7(LC 12),2=-51(LC 12) 89200PE r Max Gray 3=109(LC 40),2=166(LC 2),4=93(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 4 A_OREGON (vim' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; L/ `�,9 o'��` '� eave=4ft;Cat.11;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for Q 14,2 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /14 �P 2)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat R R,1- roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category ll;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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 truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. v,1tRI14., 8.q 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Jti� ��WAS1y `tJ 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). r G,, e' LOAD CASE(S) Standard . L � �Z 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �/ Uniform Loads(plf) 7 Vert:1-3=-56,4-5=-20 /rC,. Concentrated Loads(Ib) ii, 51398 .0 tr,,� Vert:8=-2(F)9=-37(F) �i{ �GIS7 ERS �� S SIONAI,V'- May 12,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE MtI-7473 rev.10103/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193389 171294 J02 Jack-Open 3 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:50 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-_KQ6aic3gglJniPPKjnMoBSQecGZKrvQHjknDPzHTKN 1-0-0 I 3-10-3 I 5-11-4 1-0-0 3-10-3 2-1-1 Scale=1:18.4 -<<;C' PR©p 3 (/ �`� �N Gi I n�EE�9 �/0 '� 89200 J E r 8.00 12 v �GREGT N � �Cv� � M�' 74 ��P� -2-.0 FRRIL�- 2 / EXPIRES: 12/3i12D17 M i 2 O 1 id 4 3x4 = I 3-9-7 3-}q-3 5-11-4 I 3-9-7 0-d-12 2-1-1 Plate Offsets(X,Y)- 12:0-4-1.0-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 Snow(PfIPg) 20.8130.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.11 4-7 >664 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.02 4-7 >999 360 Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=103/Mechanical,2=225/0-5-8,4=55/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-52(LC 12),2=-39(LC 12) Max Gray 3=117(LC 22),2=251(LC 2),4=99(LC 5) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)3,2. v,ERRILL 4, ' •VV OV WASf1L], `t 14 000 .4e , Gi `lt -fir 51398 w� 0r� 4b/STT,- ,tiC) -. -c-,s,, °ZONAL P' May 12,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 11 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193390 171294 J03 Jack-Open 3 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:51 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-SW Vo2dhRzQAOszbtRlbLP?Yh?bg319ZVNUKmrzHTKM - I -1-0-0 i 5-10-3 5-111-4 1-0-0 5-10-3 0-1-1 Scale=1:25.4 3 8.00 12 c„,'\<<- t..) PRQF1trs N 89200PE yr, '7, OREGON14�ERRI0L 3x4= 4 EXPIRES: 12/31/2017 I 5-10-3 511-4 5-10-3 0-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.05 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8130.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.15 4-7 >478 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BOLL 0.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.05 4-7 >999 360 Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=141/Mechanical,2=280/0-5-8,4=74/Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-90(LC 12),2=-41(LC 12) Max Gray 3=162(LC 22),2=314(LC 2),4=107(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)3,2. ER.RILL 8�q� •`, oWA o Sii4 1 , gri, *--oi.,, C>, • Ilk X16 4:ISrMS:C'' 39 �kg �' �S'VONAL V' May 12,2017 t -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 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 is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes -- K3193391 171294 J04 Jack-Open 3 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:52 2017 Page 1 _ - ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-wiYt?OeJCHY10?YnR8pgtcXjyPwholOjkODulHzHTKL - I -1-0-0 5-11-4 7-10_3 1-0-0 5-11-4 1-10-15 Scale=1:32.7 4 • Ia 3 8.009,0R Op sS � ,e3< C2I0N0EFE.4 / 02 OREGON � �Q 2 V _ �0 14,Z�(Q-\- ' I0131 /1// R RIO, 5 3x4 EXPIRES: 12/31/2017 5-11-4 I 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 5-8 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 5-8 >446 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.05 5-8 >999 360 Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-3. (Ib)- Max Horz 2=207(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-129(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=322(LC 2) 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)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)4,2 except(jt=lb) 3=129. ERRILL 8A� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. •� � {y L �`10iil 4,�51398 f LISTER SI0NALV' May 12,2017 • ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jot;. Truss Truss Type Qty Ply H&H Homes K3193392 171294 J05 Jack-Open 3 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:52 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-wiYt?OeJCHY10?YnR8pgtcXjyPwholOjkODul HzHTKL - 1-1-0-0 5-11-4I 9-10-3 1-0-0 5-11-4 3-10-15 Scale=1:40.2 4 1 ; l� 1 ��C D P D O pS- 8.00 ,2 3 CD NGINE � �/�2 _� 7 cr 89200PE �� ° `° OREGON �� G<Q '11)'' 14 2° P--k� j 1 2 : II MFR R 11-x- =I 5 354 = EXPIRES: 12/31/2017 I 5-11-4 I 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 5-8 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 5-8 >446 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.05 5-8 >999 360 Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-3. (Ib)- Max Horz 2=252(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-169(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=322(LC 2),3=289(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-256/213 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) � 1�j 8q' 3=169. \Q �F WAS,4,.. `-t`>, 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. opr ,e, i.e.,..tr-N. 164 rivy ` 1 ,, 51398 ��,� o.4 �G/STERE' �sS1ONAL��G` May 12,2017 at 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193393 171294 JFC Jack-Open 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:03 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-6qi 1 J9nDdfxTgiuvayWPgxVbl rgMtj7KGEOzB9zHTKA 1-1 5-11-4 11-8-3 1-0-0 5-11-4 5-8-15 Scale=1:46.9 5 ^ 4 � D P R Qpp`SS' 8.00 12 3 Ln 89200PE -57 '' °� �� ,[v� OREGON �O Y 14,ZP�P�' 1 2 RR1\-\- 6 3x4 = EXPIRES: 12/31/2017 5-11-4 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 6-9 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 6-9 >454 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.05 6-9 >999 360 Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=293(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-174(LC 12),4=-112(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=320(LC 2),3=296(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-329/271 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 at joint(s)3,4. 1�� jZ1 8 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) ti •. WASE `7), 3=174,4=112. G,� `.13 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. i �'�%�• 1� 4,�51398,,-, �� .t� 0/STOL SSZONAL VBG May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193394 171294 SJO1 JACK-OPEN 13 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:23 2017 Page 1 I D:zLeYFjRjMpS HWYsoaA2H M WzKX8O-WgwbW_OlvpSeEmQ119t5e9K4lvZoZm4HsL E 1 t_zHTJ5 -1-0-0 I 1-10-3 1-I11 r4 1-0-0 1-10-3 0-1-1 Scale=1:11.7 3 8.00 12 P R 0Fec mac.;\ NGI N E 414 `SAO 2 89200PE _II o 1 =, -74. 47 /44` <O M y 14,2° 8p4 4 FR R 3x4= EXPIRES: 12/31/2017 1-10-3 1-p 1 r4 1-10-3 0-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 7 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.00 7 >999 360 Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=141/0-5-8,4=18/Mechanical,3=37/Mechanical Max Horz 2=75(LC 12) Max Uplift 2=-56(LC 12),3=-19(LC 12) Max Gray 2=159(LC 2),4=32(LC 5),3=43(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category 1I;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. N'S) o W ASfiI,1,1-1>t*, G it t it 4, 51398 0� FG/STER `VONAL' May 12,2017 4 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M-Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 H&H Homes - K3193395 171294 SJO2 JACK-OPEN 10 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:23 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-WgwbW_OlvpSeEmQ119t5e9K4JvYWZm4HsLE 1 t_zHTJs 1-0-0 ' 1-11-4 I 3-10-3 i 1-0-0 1-11-4 1-10-15 Scale=1:18.6 3 1 O 0\0 P R OFFS, 8.00 12 tG N EFS6>,-, ,IN �J �I "7 "'l NI N 89200PE N CC N 2 -y4 111 / OREGON '4,, 1 a OMS' 14,Z��P-k' 1 �� FRRIL,- �/ 4 3x4 =- EXPIRES: EXPIRES: 12/31/2017 I 1-11-4 I 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL{roof} 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 7 >999 240 MT20 2201195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.00 7 >999 360 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=78/Mechanical,2=169/0-5-8,4=57/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-55(LC 12),2=-44(LC 12),4=-15(LC 12) Max Gray 3=91(LC 22),2=191(LC 2),4=66(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)3,2,4. �,., .4 WASfi > o �� ,;-09,0".41.°411°.Q.,)' F ea ck' 16 4, 51398 c,, °.� �C/STY,' �� S°ZONALE�Cy1 May 12,2017 -..- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notwit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193396 171294 MO1 Common Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:17 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-iWYKFxx?KziUWrzbPumhOu4_EURo90wOUPnifLzHTJy - I -1-0-0 I 5-4-0 I 9-4-0 1-0-0 5-4-0 4-0-0 4x6= Scale=1:26.7 Special 3 MI 8.00 12 IIIIIIII 4x6 4 46 AWN r, n 2 fr � J I I 1 1 I ;i �ui.i fl.ulllll�' 1 IM. 11 12IMI 7 4x6 = 13 14 6 NAILED NAILED NAILED 5 3x4 = NAILED NAILED 3x4 II I 5-4-0 I 9-4-0 I 5-4-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.03 7-10 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.09 7-10 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 * Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.04 7-10 >999 360 Weight:44 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7:2x6 DF SS G MiTek recommends that Stabilizers and re. ' -• •ws a•. be installed during truss erection,in ac • • � is -•I -rt-61 Installation guide. Ca �aINg- s/ REACTIONS. (lb/size) 2=614/0-5-8,6=658/Mechanical � E19 C7.4 Max Horz 2=81(LC 9) :•,,•(/ -9 Max Uplift 2=-208(LC 10),6=-206(LC 10) ' 89200PE r Max Gray 2=649(LC 2),6=679(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-707/188,3-4=-666/196,4-6=-616/187 Ct BOT CHORD 2-7=-128/510 -y AOREGON ��(/ WEBS 3-7=0/272,4-7=-134/534 L/Q `�_,9 14'(1°N Q4 NOTES- MEQ R I A- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat EXPIRES: 12/31/2017 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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 LL will fit between the bottom chord and any other members. .q, 7)A plate rating reduction of 20%has been applied for the green lumber members. ,9 Shr `'t'J 8)Refer to girder(s)for truss to truss connections. t{' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /irolfri ::1,11WAT,%-'r, ��2=208,6=206. "'' ,10) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)372 lb down and 302 lb up at 5-4-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. r0 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I48 wR� LOAD CASE(S) Standard 's G 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 sIONALE� May 12,2017 Continued on oaae 2 1 MN MI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mil. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193396 171294 MO1 Common Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:17 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-iWYKFxx7KziUWrzbPumhOu4_EURo90wOUPnifLzHTJy LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-56,3-4=-56,5-8=-20 Concentrated Loads(Ib) Vert:7=-45(F)3=-342(F)11=-37(F)12=-32(F)13=-32(F)14=-40(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - r K3193397 171294 JG1 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:05 2017 Page 1 ' ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-2CgnkgoT8HBB4?2HiNYtvMa?QfP7LdcdjYt4F1zHTK8 - _1.0.0 I 1-10-3 I 5.4.0 1-0-0 1-10-3 3-5-13 Scale:1"=1' 3 8.00 li2 v i 2 M r o ♦ 8 9 4 NAILED NAILED 3x4= 1-9-7 1-10r3 5-4-0 1-9-7 0-0-12 3-5-13 { Plate Offsets(X,Y)-- j2:0-0-5.0-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.02 4-7 >999 360 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and re. i -ri-.3.s 4.r•:4 • be installed during truss erection,in ac • �I i��iv t. -•1 r6-ss Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,2=150/0-5-8,4=57/Mechanical c �2 Max Horz 2=73(LC 12) 'V `9 Max Uplift 3=-34(LC 12),2=-53(LC 12),4=-48(LC 9) 89200 P E r Max Gray 3=96(LC 40),2=169(LC 2),4=80(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 4,OREGON �((/� - 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; G/ `�xi y 2c)' 4 eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for Q 44 -F? w 1 4 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'v/ - L �P 2)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat R R 1�- roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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)3,2,4. vERRII-j, 8.q, 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. ,,..%\.9 'v WAS `7 J 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /` ai,' LOAD CASE(S) Standard =� C<-,��. 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 , Uniform Loads(plf) Vert:1-3=-56,4-5=-20 ,f 4' Concentrated Loads(Ib) 51398 Vert:8=-2(F)9=-25(F) (),,,,�FCIST '-' 5�U SIONALV' May 12,2017 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. VIII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall all building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with 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 I 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193398 171294 JG2 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:05 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-2CgnkgoT8HBB4?2HiNYtvMa_2fOdLdcdjYt4F1 zHTK8 - i -1-0-0 I 3-10-3 5-4-0 1-0-0 3-10-3 1-5-13 Scale=1:18.2 3 v,1 89200PE CCOREGON C i 1 4 ��' 74,2��P�- 111141.1 FRRIO, 3x4 = EXPIRES: 12/31/2017 I 3-9-7 3-10-3 5-4-0 I 3-9-7 0-0-12 1-5-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.07 4-7 >877 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BOLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.02 4-7 >999 360 Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=99/Mechanical,2=221/0-5-8,4=52/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-53(LC 12),2=-41(LC 12) Max Gray 3=113(LC 22),2=247(LC 2),4=90(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)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)3,2. v.RRILL 8 Jti4C) 4- WASH.,14>,� 67 i 4174 Is sr. . , it Ami 10 ipF 51398 "c) 4�� ., -G1sm? �S0/0NALti'� May 12,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nothill. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jop. Truss Truss Type Qty Ply H&H Homes ' - K3193399 171294 JG Jack-Open 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:04 2017 Page 1 ID:zLeYFjRjMpSHVVY50aA2HMVVzKX80-a0GPXUnrNz3KSrT58g1eN81ofF2pcANUVu7WjbzHTK9 . ., -1-0-0 5-2-3 I I 5-;4-0 1-0-0 5-2-3 0-1-13 Scale=1:23.1 3 1 8.00 • '4,-___ . 44-./ ct- 89200PE c-- c::-.) cc ril 2 OrA11111111M111111111 l' ,6 -574....i<0 xiC),R EGON 4-7 ON bi /...44/ 14,2- 1 IIIM vi IIIM 4 3x4 = EXPIRES: 12/31/2017 I 5-2-3 51410 5-2-3 0-1-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lc) I/defl Lid PLATES GRIP TOLL(roof) 25.0 Plate Grip DOL 1.15 TO 0.25 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.09 4-7 >681 180 TCDL 7.0 BOLL 0BCDL 10.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 nia n/a .0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.03 4-7 >999 360 Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD 2x4 DF Nol&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=124/Mechanical,2=256/0-5-8,4=65/Mechanical Max Horz 2.148(LC 12) Max Uplift 3=-79(LC 12),2=-42(LC 12) Max Gray 3.143(LC 22),2=287(LC 2),4=96(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)3,2. \O,RRILL 6. ,..\\C) ov WAS.ty,,.I-I>, eir. Am. • 'VQ e; 4 ir... -t";• "0 ' IV 41ip.,e4.-4'" 4 Or /6„, di) 51398 '-'x,i, -G/sTER''' .49 ''SIONAL V''May 12,2017 ,..,.. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2016 BEFORE USE. mil, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is loran individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated into prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe IC is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 - Job Truss Truss Type Qty Ply H&H Homes - _ K3193400 171294 SJG Jack-Open 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:24 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-_sTzjK10g6aUsw?xJsOKAMsD3JuOIDJQ5?zaPRzHTJr I 2-6-3 2-6-3 Scale=1:17.8 2 ,I 8.00 12 17, i <c" Ss P R 0FEss 2x4 I1 I ,N5 C G'NE -", /�2 N u1 N in C - 89200PE r N Ni., ILIF 174. 47 OREGON \� �C�4 P /1/7RRIL\- 4 3 2x4 II EXPIRES: 12/31/2017 1 0-6-8 { 0-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 4 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MR Wlnd(LL) 0.00 4 >999 360 Weight:6 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. (lb/size) 4=43/Mechanical,2=59/Mechanical,3=38/Mechanical Max Horz 4=53(LC 12) Max Uplift 4=-18(LC 10),2=-50(LC 12),3=-103(LC 12) Max Gray 4=100(LC 12),2=71(LC 22),3=65(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 3=103. ERRILL, 8 '\. oo /ASIrf 1f> 4.9 Aille"'-7:01,7 Q,\ •'. air6 je• ",i• • . or ,4, 51398 .< ( 4CISTL ' -44 �SSIONAL ti'Gt May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. M r Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193401 171294 E02 Common 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:39 2017 Page 1 ' ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-pCFyHxU9GHvty03HAv4nstVXAAWQFsjolVaiKYzHTKY -1-0-0I 5-8-0 I 11-4-0 12-4-0 1-0-0 5-8-0 5-8-0 1-0-0 4x6 = Scale=1:27.0 3 '.1 S.DO 12 M 4 2 Illihhih . 1 . 5 1 �/ m ES. 6 3x4 = 5x6- 3x4 = I 5-8-0 I11-4-0 5-8-0 5-8-0 Plate Offsets(X,Y)-- [2:0-2-0,0-1-2],[4:0-2-0,0-1-2],[6:0-3-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 6-12 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.04 6-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.01 6-12 >999 360 Weight:43 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and re. .-rpt.I.s a,r.; • be installed during truss erection,in ac -,�� t' -'I rEss Installation guide. \AGiNEF LQ REACTIONS. (lb/size) 2=484/0-5-8,4=484/0-5-8 ,� I Max Horz 2=-103(LC 10) Max Uplift 2=-116(LC 12),4=-116(LC 12) 89200PE Max Gray 2=540(LC 2),4=540(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-486/112,3-4=-486/112 BOT CHORD 2-6=0/312,4-6=0/312 -j7G 47 OREGON � � &((/ NOTES- "70 14,2°�Q� 1)Unbalanced roof live loads have been considered for this design. SER R I L`` 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat EXPIRES: 12/31/2017 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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 v�RRjLL 8 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. tiS0�WASttl!." .1f"J 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : "VG, <% 2=116,4=116. Ph' la -1 . 513 9 8 ''C) �,� �� T ?- ��' � FOISs'VNALti' May 12,2017 MM MN 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,notrail a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193402 171294 E03 Common Girder 1 2 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:41 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-IbNjidVPov9bBJDgIK6FxlavhzCVjkD5Cp3oPQzHTKW - [ 3-0-9 I 5-8-0 i 8-3-7 I 11-4-0l 12-4-0 3-0-9 2-7-7 2-7-7 3-0-9 1-0-0 4x6 = Scale=1:26.5 3 /\ 8.00112 4x6 4x6 4 2 A ri 4 n 1 .�11111111% IIIIki.. 5 n _ � � � � _. � 15 � � _ 611 14 15 16 17 ►, M 9 8 7 M. 3x4= LUS24 2x4 I I LUS24 8x8 = 2x4 II LUS24 3x4 = LUS24 LUS24 l 3-0-9 i 5-6-0 i 8-3-7 i 11-4-0 I 3-0-9 2-7-7 2-7-7 3-0-9 Plate Offsets(X,Y)-- [8:0-4-0.0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.01 8-9 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8!30.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.03 8-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.01 9 >999 360 Weight:126 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G �c\Vp P R OF6- REACTIONS. Maxlze)Horz 1=999(LC 30)5=985/0-5-8 �\�'\ �NG,INER S/O2 Max Uplift 1=-222(LC 10),5=-232(LC 10) Max Gray 1=1119(LC 2),5=1050(LC 2) �C 89200PE -9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1698/359,2-3=-1085/252,3-4=-1085/253,4-5=-1417/275 BOT CHORD 1-9=-224/1396,8-9=-224/1396,7-8=-154/1161,5-7=-154/1161 C)7ct- WEBS 3-8=-223/1001,4-8=-383/104,4-7=-7/262,2-8=-679/192,2-9=-98/574 OREGON�� ((, NOTES- /0 .".1). 14,2� Q� 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: /li - Top chords connected as follows:2x4-1 row at 0-9-0 oc. Fi R 11_\-- Bottom LBottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to EXPIRES: 12/31/2017 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 .. RRILL &.q, 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs 'S O4 WAS non-concurrent with other live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r w %'l, ,� moi' f /r �.a... O �/ 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 �1 6'.14114';', ,I will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 1r. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . ifrr 1=222,5=232. d 51398 cy� 11) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at QAC+ ��GIS TBR �fzj 2-0-12 from the left end to 10-0-12 to connect truss(es)to back face of bottom chord. �` 12) Fill all nail holes where hanger is in contact with lumber. sSIONAL' LOAD CASE(S) Standard May 12,2017 t CojltYlued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. El Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jot Truss Truss Type Qty Ply H&H Homes K3193402 171294 E03 Common Girder 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:41 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-IbNjidVPov9bBJDgIK6FxlavhzCVjkD5Cp3oPQzHTKW LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3-6=-56,1-5=-20 Concentrated Loads(Ib) Vert:7=-147(B)14=-287(B)15=-308(B)16=-152(B)17=-165(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193403 171294 G02 Jack-Closed Girder 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:46 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-6ZAc1LZYdRou145d5uiQeLHkU_s7OrggM5mZ4ezHTKR I 5-2-3 I 9-11-5 I 15-0-0 I 5-2-3 4-9-2 5-0-11 2x4 II Scale=1:61.2 4 5 H 4x8 8.00 1,2 3 , NP R Ore-0 4. S�� E 89200PE OREGO1 O -9 14 2� `A- �j E. r�III 1 I ■1.1 I I I�l A I y. d =g '✓/ '� 9 12 13 8 14 15 76 �R�`-, 3x6 = 3x10 LUS24 8x8 = LUS24 6x10= HUS26 HUS26 LUS24 EXPIRES: 12/31/2017 I 5-2-3 I 9-11-5 I 15-0-0 I 5-2-3 4-9-2 5-0-11 Plate Offsets(X,Y)-- [8:0-3-9,0-4-4] LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.06 8-9 >999 240 MT20 220/195 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.12 8-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.02 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.05 8-9 >999 360 Weight:204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF SS G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at mid pt 4-7 REACTIONS. (lb/size) 1=2020/0-5-8,7=3297/Mechanical Max Horz 1=338(LC 10) Max Uplift 1=-561(LC 10),7=-1325(LC 10) Max Gray 1=2202(LC 2),7=3434(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3883/1048,2-3=-2231/618 BOT CHORD 1-9=-1136/3163,8-9=-1136/3163,7-8=-677/1793 WEBS 2-9=-456/1618,2-8=-1686/564,3-8=-1173/3327,3-7=-3054/1152 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. 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. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :v,RRILL, 8q 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 �\'Q O WAS,1 ��T 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. ! e %� G10 �' 8)Refer to girder(s)for truss to truss connections. /9 r'! 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) l • 1=561,7=1325. 10) Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max.starting at ,^°er 6-0-0 from the left end to 10-0-0 to connect truss(es)to back face of bottom chord. s w� 11) 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 p� 4, 51398R�;O C{; 8-0-0 from the left end to 12-0-0 to connect truss(es)to back face of bottom chord. LC` `- 12) Use Simpson Strong-Tie LUS24(4-SD9112 Girder,2-SD9212 Truss,Single Ply Girder)or equivalent at 14-0-0 from the left end to SSIONALti'G connect truss(es)to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. May 12,2017 CLEALILeilkSil LEE Ellta ndard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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/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 Joh, Truss Truss Type Qty Ply H&H Homes K3193403 171294 G02 Jack-Closed Girder 1 _ Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:46 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-6ZAcILZYdRou145d5uiQeLHkU_s7OrggM5mZ4ezHTKR LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-56,4-5=-56,1-6=-20 Concentrated Loads(Ib) Vert:8=-852(B)12=-1271(B)13=-621(B)14=-654(B)15=-785(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. *� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193404 171294 A07 Common 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:07 2017 Page 1 j, ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-12KsZ?54pStQ65c8IBVHZ7A1XGWKmJM50Wq?DOzHTL2 11-0-4 8-1-1 I 15-9-0 23-4-15 I 31-6-0 6-0 1-0-0 8-1-1 7-7-15 7-7-15 8-1-1 0-0 4x6 I I Scale=1:65.4 8.00 12 5 u 3x4 -:- 3x4 4 6 2x4 \\ 0 <> 2x4 // n 3 7 o_ d Aga\ 411. 00.--: 19 20 12 21 11 22 10 23 24 -�� 4x6 = 3x6 = 4x6 = 4x6 = 4x6= I 10-7-11 I20-10-5 I 31-6-0 10-7-11 10-2-10 10-7-11 Plate Offsets(X,Y)- [2:0-0-0,0-0-3],[8:0-0-0,0-0-3] LOADING (psf) SPACING- 1-4-2 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.20 10-12 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.40 10-12 >955 180 TCDL 7.0 Rep Stress Incr YESWB 0.38 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 I Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.03 10-18 >999 360 Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G ��ED P R OFFS REACTIONS. Maxlze)Horz 2=180(LC$1)8=837/0-5-8 �\�� NGI NE -� cy Max Uplift 2=-166(LC 12),8=-166(LC 12) Max Gray 2=955(LC 22),8=955(LC 23) ' 89200PE 9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1281/347,3-5=-1177/404,5-7=-1178/404,7-8=-1282/347 BOT CHORD 2-12=-173/1126,10-12=0/732,8-10=-173/1011 WEBS 5-10=-154/594,7-10=-310/245,5-12=-154/594,3-12=-310/245 OL OREGON &w� q NOTES- /Q '' 14 2C P4 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=32ft; SER R I L1- eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat EXPIRES: 12/31/2017 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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,with BCDL=10.Opsf. 0V,R ILL , 04 7)A plate rating reduction of 20%has been applied for the green lumber members. Q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) "•\' 0 WAS�I� > �{ 2=166,8=166. dp,,e- ' pd ; 513980 <w`r 0k FG1STLR-' -4 tSSj4NAL 6t May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Joh Truss Truss Type Qty Ply H&H Homes K3212634 171294 A08 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 17 16:31:03 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-sXUaDDZ0vmAFGBw6Ww7D1 soRYb8dGBOrDOcS8ZzFXxc 22-8-12 24-2-12 7-4-11 14-5-13 5-11.6 18-7-4 19-11-6j21-5-2 3-11- 31-0-13 7-4-11 I 7-1-2 1-5-9 i 2-7-14 1-4-2}1-5-12 I1-3-9 1-2-10 { 6-10-1 1 4x60-3-6 _ Scale=1:67.6 F 2x4 II D GY 8Ns%. 2x4 II 8.00 12 I 4x6 * 1 4x6 �' 8x8 C x6— r% go/2x4 `�: .,til lir �. A M 4x6 All d; v in ZAA AB Q P O N 2x4 II 5x8 = 4x8 = 3x6 II 3x4= 2x4 II I 7-4-11 I 14-5-13 I 22-8-12 ?4-2-121 31-0-13 I 7-4-11 7-1-2 8-2-15 1-6-0 6-10-1 Plate Offsets(X,Y)-- [A:0-3-1,0-0-11],[M:0-0-1,Edgej,[P:0-4-0,0-3-01 LOADING (psf) SPACING- 1-4-2 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.07 0-P >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.24 0-P >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.40 Horz(TL) 0.05 M n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.04 0-P >999 360 Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt C-P,J-P SLIDER Left 2x4 DF Stud/Std-G 1-6-0 JOINTS 1 Brace at Jt(s):K,H REACTIONS. (lb/size) A=833/Mechanical,M=849/Mechanical Max Horz A=-170(LC 10) Max Uplift A=-165(LC 12),M=-148(LC 12) Max Gray A=885(LC 2),M=899(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-C=-1262/401,C-D=-943/384,D-E=-814/363,E-H=-867/422,H-J=-963/503, J-K=-1296/573,K-L=-1 164/552,L-M=-1356/350 BOT CHORD A-Q=-184/1038,P-Q=-184/1038,O-P=-259/1122,N-0=-220/1077,M-N=-220/1078 WEBS C-P=-412/206,D-P=-224/640,J-P=-553/288,J-0=-26/296,K-0=-454/131,L-0=-102/394 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=31ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat QED P R AFF roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 �< G]NE s> 4)Provide adequate drainage to prevent water ponding. N F 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 ' .' 89200 P E 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)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) • A=165,M=148. ' 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. v_ ,,OREGON D, A, 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)152 lb down and 158 lb up at /O '91. 7 4 2.ON 1' 15-11-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. c � ` LOAD CASE(S) Standard �` R I�\.- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12/31/2017 Vert:A-D=-37,D-E=-37,F-L=-37,L-M=-37,R-V=-13 May 17,2017 inued an Daae 2 ffial1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 Mil I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ile k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3212634 171294 A08 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 17 16:31:03 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-sXUaDDZOvmAFGBw6Ww7D1 soRYb8dGBOrDOcS8ZzFXxc LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:Y=-86 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing n/l liek 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193406 171294 B01 California Girder 1 2 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:16 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX80- nMGS4CkhDO8hTosKaA0Q02WyuYmNEoQSQV_ONzHTKv 5-2-1 I 9-11-1 I 14-8-7 15 1{4 18-5-0 I 21-8-12 22i1r(9 26-10-15_ i 31-7-15 I 36-10-0 1 5-2-1 4-9-0 4-9-6 0-d-13 3-3-12 3-3-12 0-4-13 4-9-6 4-9-0 5-2-1 Scale=1:74.0 8x8 2x4 II 8x8 4 5 w 6a 6a V it lkiN 8.00 T1i. 6x10-i 6x10 3 7 /4.,...110, \N c., 4x6‹i 4x6 �� 2 8 d 'c LUS24 1w�I — nn on �r- ,1a�, o zs u a �, Q ` 9,. I6 .. 6 23 18 17 11 16 15 14 13 12 10 5x14 MT2OHS;% 10x14 = 10x14 = 5x14 MT2OHS'' LUS24 3x10 II 3x6 II 4x6= 8x8= 4x6= 3x6 II 3x10 II LUS24 HHUS28-2 I 5-2-1 1 7-3-10 1 9-11-1 1 14-8-7 I 18-5-0 1 22-1-9 1 26-10-15 1 29-6-6 131-7-15 1 36-10-0 I 5-2-1 2-1-9 2-7-7 4-9-6 3-8-9 3-8-9 4-9-6 2-7-7 2-1-9 5-2-1 Plate Offsets(X,Y)— [1:0-2-15,0-2-13],[3:0-4-10,0-3-0],[7:0-4-10,0-3-0],[9:0-2-15,0-2-13],(11:0-7-0,0-5-121,114:0-4-0,0-6-01,(17:0-7-0,0-5-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.16 17 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.63 Vert(TL) -0.36 16-17 >999 180 MT2OHS 165/146 TCDL 7.0 Rep Stress lncr NO WB 1.00 Horz(TL) 0.09 9 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.11 17 >999 360 Weight:616 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins,except 4-6:2x6 DF SS G 2-0-0 oc purlins(6-0-0 max.):4-6. BOT CHORD 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'•.. WEBS 2x4 DF Stud/Std G*Except* ,SS, P R OFFS, 3-16,7-12,3-17,7-11:2x4 DF No.1&Btr G �\Co ANG[NE -, ,-vow REACTIONS. (lb/size) 1=6644/0-5-8,9=2398/0-5-8 Max Horz 1=-238(LC 29) 89200PE -9r Max Uplift 1=-1405(LC 10),9=-455(LC 10) Max Gray 1=7172(LC 2),9=2635(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q TOP CHORD 1-2=-11359/2158,2-3=-10155/1994,3-4=-4736/991,4-5=-3600/808,5-6=-3600/808, 6-7=-3783/802,7-8=-4307/840,8-9=-4547/811 -yZ— O R E G O Nk� A, BOT CHORD 1-18=-1725/9416,17-18=-1725/9416,16-17=-1065/6299,15-16=-1065/6299, <Q '9 r�1 4 2° P'�— 14-15=-543/3887,13-14=-391/3118,12-13=-493/3404,11-12=-493/3404, �V// n 10-11=-602/3726,9-10=-602/3726 ' � R 1 L\- WEBS 3-16=-103/818,3-15=-4002/865,4-15=-573/2971,4-14=-987/386,6-14=-308/1546, 6-13=-123/495,7-13=-541/200,2-18=-352/1993,3-17=-1122/5589,2-17=-1916/448, 7-11=-93/332,8-11=-396/146 EXPIRES: 12/31/2017 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 0.E 1LL 4, 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 �`� WASH `i' ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. O I�, 3)Unbalanced roof live loads have been considered for this design. cl, ' 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=37ft; 00% ..,:i_,7,"+j•• O- • eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 —I. 5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat 1 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 --,wr 6)Provide adequate drainage to prevent water ponding. ,c) 44' 51398 t4' 7)All plates are MT2O plates unless otherwise indicated. O.C, -GIS'I'ER� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 9)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ''`SIONAL��G will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) May 12,2017 fartirmt ainfr.1§Amr A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193406 171294 B01 California Girder 1 2 iJob Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:16 2017 Page 2 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-_nMGS4CkhDO8hTosKaA0002WyuYmNEoQSQV__ONzHTKv NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-0 from the left end to 4-10-8 to connect truss(es)to front face of bottom chord. 14) Use Simpson Strong-Tie HHUS28-2(22-16d Girder,8-16d Truss)or equivalent at 7-3-9 from the left end to connect truss(es)to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-56,4-6=-56,6-9=-56,1-9=-20 Concentrated Loads(Ib) Vert:18=-603(F)17=-4320(F)20=-731(F)23=-603(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job_ Truss Truss Type Qty Ply H&H Homes 1<3193407 171294 D03 California Girder 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:36 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-OdagewSHzMX15YKiVnX4EEt1wyUJ2UiM3XL1 kDzHTKb 1 0 0 2-5-8 5-6-15 5- G-3 8-6-0 11-1-13 111-511 14-6-8 16-6-8_ I I { I I { 1-0-0 2-5-8 3-1-7 0-3-4 2-7-13 2-7-13 0-3-4 3-1-7 2-0-0 3x4 = Scale=1:38.0 4 it 4x10 i 4x10 8.00 12 3 4Ippr-. . k Nd; N N (,,7 7 OM la ... MI h.. 2 1011.1. ''' Milliiiiiift5j il. ji 11.61 12 11 10 9 8 d -12 :;a • 6 MI 6x6 = 3x4 = 3x4 = 6x6 = 3x6 11 416 33x4 3.00 12 1 2-5-8 I 5-6-15 I 8-6-0 I 11-5-1 I 14-6-8 1 16-6-8 1 2-5-8 3-1-7 2-11-1 2-11-1 3-1-7 2-0-0 Plate Offsets(X,Y)-- [2:0-1-2,0-0-6],[3:0-2-4,0-2-0],[4:0-2-0,Edgel,[6:0-2-4,0-2-0],[7:0-0-8,0-2-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.03 10-11 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.10 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 7 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.02 11 >999 360 Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s):5 to • • SLIDER Right 2x4 DF Stud/Std-G 1-6-0 MiTek recommends that Stabilizers an. -• �* •: Job_ Truss Truss Type Qty Ply H&H Homes K3212637 171294 D04 Common Girder 1 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 17 16:31:07 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-IIk53acXy_ghkpEtlmC9Biz7KCPQCsZR80afHKzFXxY 4-5-9 8-6-0 12-4-7 16-6-8 4-5-9 4-0-7 3-10-7 4-2-0 4x6 I I Scale=1:38.8 C i' 8.00 12 5x6'� 4x6': D B ri 0 .-. 4x6 N� E LUS24 FA w INN 1hk ER km In IIIIME111111111111 IIIIIIIIIIM 12 ►m/ PI 0 H R G S 3x10 = HUS26 HUS26 LUS24 HUS26 3x10 II 8x8 = 3x10 II 5x8 II HUS26 HUS26 HUS26 I 4-5-9 I 8-6-0 I 12-4-7 f 16-6-8 I 4-5-9 4-0-7 3-10-7 4-2-0 Plate Offsets(X,Y)-- fA:0-10-0,0-1-4],[F:0-0-14,0-1-5],[F:0-4-14,0-1-4],[H:0-4-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.07 I-K >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.17 I-K >999 180 BCD LL L 0.0 7.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.05 F n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.05 I-K >999 360 Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins. BOT CHORD 2x6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G SLIDER Right 2x4 DF Stud/Std-G 1-2-10 REACTIONS. (lb/size) A=4982/0-5-8,F=4330/Mechanical Max Horz A=-127(LC 29) Max Uplift A=-1005(LC 10),F=-823(LC 10) Max Gray A=5239(LC 2),F=4330(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-7143/1373,B-C=-4412/895,C-D=-4375/892,D-F=-5931/1150 BOT CHORD A-I=-1100/5938,H-1=-1100/5938,G-H=-894/4864,F-G=-894/4864 WEBS B-I=-509/2905,B H=-2886/617,C-H=-886/4530,D-H=-1708/372,D-G=-291/1855 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ��D P R OFFS, 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; \Gj �NG]N��,Y s/� eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� /'7 5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat Q :9200P roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 /� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide AP • ' will fit between the bottom chord and any other members. IM� 8)A plate rating reduction of 20%has been applied for the green lumber members. OOREGON Q 9)Refer to girder(s)for truss to truss connections. -374. IK ,`� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /0 -I '� A=1005,F=823. Q ^. 4'2��P� 11) Use Simpson Strong-Tie LUS24(4-SD9112 Girder,2-SD9212 Truss,Single Ply Girder)or equivalent spaced at 10-0-0 oc max. FR R I L\- starting at 0-6-12 from the left end to 10-6-12 to connect truss(es)to front face of bottom chord. 12) Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max.starting at 2-6-12 from the left end to 14-6-12 to connect truss(es)to front face of bottom chord. EXPIRES: 12)31/2017 13) Fill all nail holes where hanger is in contact with lumber. May 17,2017 cLi i6d1SiEtifahriandard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MtI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3212637 171294 D04 Common Girder 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 17 16:31:08 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-DUHTGwd9jlpYMzp4JTjOkvWl3clfxJpaMgKDpmzFXxX LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-C=-56,C-F=-56,A-L=-20 Concentrated Loads(Ib) Vert:1=-1170(F)H=-834(F)G=-1217(F)K=-821(F)P=-1277(F)Q=-831(F)R=-869(F)S=-1048(F) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jo¢ Truss Truss Type Qty Ply H&H Homes K3212635 171294 A09 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 17 16:31:04 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX8O-Kj2yQZaeg316tLVl4eeSZ3LT??SN?d 1?S2M?g?zFXxb 23-11-6 7-4-11 I 14-5-13 I 18-7-4 19-11-6121-5-2 2-8-12 24-12112 31-0-13 I 7-4-11 7-1-2 4-1-7 1-4-2 1-5-12 1-3-9 4-2-10 6-10-1 4x6 -= 0'3'6 Scale=1:67.1 D 8 F Special Ns4444111- 8.00 12 4x6•%'' x6 �� 8x8 C d> 4x6�i BAid d> 4 4 ii,' lilKr- moi.AlL.. Ii X 0 N Y Z M L 4x6 II 2x4 II 5x8 = 4x8 = 3x6 2x4 II I 7-4-11 I 14-5-13 I 22-8-12 44-2-121 31-0-13 I 7-4-11 7-1-2 8-2-15 1-6-0 6-10-1 Plate Offsets(X,Y)— [A:0-3-5,0-0-3],[H:0-3-0,0-3-4],[1:0-2-8,0-3-01.EK:0-6-0,0-0-7],[N:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.11 M-N >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.37 M-N >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.09 K n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.07 M-N >999 360 Weight:177 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt C-N,D-N,H-N SLIDER Left 2x4 DF Stud/Std-G 1-6-0 JOINTS 1 Brace at Jt(s):I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) A=1297/Mechanical,K=1397/Mechanical Max Horz A=-276(LC 10) Max Uplift A=-271(LC 12),K=-243(LC 12) Max Gray A=1356(LC 2),K=1414(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-C=-19441809,C-D=-1471/792,D-E=1427/773,E-H=-1689/1142,H-I=-2007/1009, I-J=-1911/1118,G-J=-439/106,J-K=-2162/737 BOT CHORD A-0=-277/1606,N-0=-277/1606,M-N=-747/1939,L-M=-505/1736,K-L=-505/1737 WEBS C-0=0/267,C-N=-606/301,D-N=-599/1074,H-N=-1055/870,H-M=-49/635,I-M=-659/19, J-M=-383/730,E-G=-415/724 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=31ft; �Q`�D P R OF�CS eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for Ss members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \� fGNG1 NEF•9 /0� 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat -9 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 :9200PE r-- 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , -4 will fit between the bottom chord and any other members,with BCDL=10.0psf. • • CC 7)A plate rating reduction of 20%has been applied for the green lumber members. -y OREGON [V 8)Refer to girder(s)for truss to truss connections. G ,fib iA* 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(Jt=1b) /Q '1)' 14,2°�P"T— A=271,K=243. 4// /i, II 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. •Y'FR R RIO _ 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)328 lb down and 155 lb up at 17-11-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12/31/2017 LOAD CASE(S) Standard May 17,2017 i,nntinuad on Dane 2 t ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona.CA 92880 Job_ Truss Truss Type Qty Ply H&H Homes K3212635 171294 A09 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 17 16:31:04 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-Kj2yQZaeg316tLVI4eeSZ3LT??SN?d1?S2M?g?zFXxb LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-D=-56,D-W=-56,E-W=-97,F-G=-97,G-J=-56,J-K=-56,P-T=-20 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 M building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3212636 171294 A10 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 17 16:31:06 2017 Page 1 ' ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-H6AjrFbuBhYg7ffhB3hwfUQvBo7FTUgIvMr6luzFXxZ 23-11-6 7-4-11 I 14-5-13 j 18-7-4 19-11-6j21-5-2 2-8-121 24-112 31-0-13 I 7-4-11 7-1-2 4-1-7 1-4-2 1-5-12 1-3-9 4-2-10 6-10-1 4 0-3-6 x6 = Scale=1:67.1 D W ii 2x4 II 8.00 12 G 4x6�i ii, 6x6 ,. 8x8 '� ; 4x6 All d) v v ,; - Till dial A � Kn X O N Y Z M L 2x4 II 5x8 = 4x8 = 4x6 II 3x6 2x4 II I 7-4-11 I 14-5-13 I 22-8-12 34-2-121 31-0-13 I 7-4-11 7-1-2 8-2-15 1-6-0 6-10-1 Plate Offsets(X,Y)-- [A:0-3-5,0-0-3],[K:0-3-7,0-1-81,[N:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.11 M-N >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.41 Vert(TL) -0.36 M-N >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.08 K n/a n/a BCLL OA * BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.06 M-N >999 360 Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt C-N,H-N SLIDER Left 2x4 DF Stud/Std-G 1-6-0 JOINTS 1 Brace at Jt(s):I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) A=1190/Mechanical,K=1228/Mechanical Max Horz A=-253(LC 10) Max Uplift A=-221(LC 12),K=-210(LC 12) Max Gray A=1306(LC 2),K=1335(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-C=-1861/577,C-D=-1384/550,D-E=-1344/545,E-H=-1406/608,H-I=-1899/714, I-J=-1727/724,J-K=-2015/559 BOT CHORD A-0=-259/1544,N-0=-259/1544,M-N=-402/1667,L-M=-359/1602,K-L=-359/1603 WEBS C-0=0/268,C-N=-609/303,D-N=-366/964,H-N=-846/477,H-M=-73/461,I-M=-663/114, J-M=-86/606 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=31ft; ��, 0 P R Ok-k-0u.S' eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \� �NG'N E�,9 �i2 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat Ct✓ roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 89200 P E �c 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ 411P<9:6 —''will fit between the bottom chord and any other members,with BCDL=10.0psf. , �w PC 7)A plate rating reduction of 20%has been applied for the green lumber members. -7OREGON OREGON C(/ 8)Refer to girder(s)for truss to truss connections. ?7 1t` A 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /Q '9Y 14 2f°�P4 A=221,K=210. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. FR R U'- 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 186 lb up at 19-11-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard EXPIRES: 12/31/2017 May 17,2017 Continued on nane2 o a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3212636 171294 A10 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 17 16:31:06 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-H6AjrFbuf3hYg7ffhB3hwfUQvBo7FTUglvMr6luzFXxZ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-D=-56,D-W=-56,E-W=-97,F-G=-97,G-J=-56,J-K=-56,P-T=-20 � 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193411 171294 All California 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:13 2017 Page 1 w - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-ZCh7p2ArOleZg041fScho000ThbmAzMzmSHKQ2zHTKy 23-11-6 I 7-4-11 I 14-5-13 I 18-7-4 i 21-5-2 I22-8-121 24-9112 31-0-13 I 7-4-11 7-1-2 4-1-7 2-9-14 1-3-9 1-2-10 6-10-1 0-3-6 4x6 = Scale=1:62.5 4 i5 8.o0 12Special 41114111444\1141111 4x6�-7x14 MT2OHS' 4x6 7 4x6 = �22 3 1 .: NIP :, i. ..., EilIN rlir 4x6 •� d, v 2 1 o :.=' 23 13 12 24 25 11 10 2x4 II 5x8 = 4x8 =2x4 II 3x4= 3x6 II 24-2-12 I 7-4-11 I 14-5-13 I 22-8-12 202-g-9 31-0-13 7-4-11 7-1-2 8-2-15 3 6-10-1 1-4-3 Plate Offsets(X,Y)— [1:0-3-1,0-0-11],[12:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.07 11-12 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.21 11-12 >999 180 MT2OHS 165/146 BCD LLTCL 0.0 7.0 Rep Stress Incr YES i WB 0.60 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.04 13-16 >999 360 Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, BOT CHORD 2x4 DF No.l&Btr G except WEBS 2x4 DF Stud/Std G 2-0-0 oc purlins(6-0-0 max.):5-6,6-8. P R SLIDER Left 2x4 DF Stud/Std-G 1-6-0 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc b W t .O OFFS, WEBS 1 Row at midpt 3-12 CD OINE s/ JOINTS 1 Brace at Jt(s):6 N VN F• 0� MiTek recommends that Stabilizer. -quired cross braciina be installed during truss erection inc'.rdanc l Installation guide. REACTIONS. (lb/size) 1=851/Mechanical,9=307/Mechanical,11=1486/0-3-8 Max Horz 1=-263(LC 10) Max Uplift 1=-165(LC 12),9=-61(LC 35),11=-278(LC 12) Q iZ-- Max Gray 1=949(LC 2),9=373(LC 26),11=1486(LC 1) 7G 47 OREGON �� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /6 r 1 4,2N TOP CHORD 1-3=-1263/410,3-4=-761/375,4-5=-755/374,5-6=0/307,8-9=-262/76 /[ifc V BOT CHORD 1-13=-45/1085,12-13=-45/1085 R R 10-- WEBS 3-13=0/282,3-12=-639/304,4-12=-183/382,5-12=0/427,5-11=-1083/268,6-11=-91/433, 8-11=-477/299 EXPIRES: 12/31/2017 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=31ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flatERRII 8 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0tic) of WASj1,AvV J 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. Gi6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fr,/ti •;;'„r " F"‘ -A 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide \I/,, will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. r,� 9)Refer to girder(s)for truss to truss connections, $139$ 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) SOA 4%'/S.LER�'� �U� 1=165,1 1=278. '6'.6" Cy 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SIONAL�� 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)318 lb down and 101 lb up at 21-11-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. May12,2017 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on nage 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-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,notLiii. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iie 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle ' Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 _. . Job Truss Truss Type Qty Ply H&H Homes K3193411 171294 All California 1 1 1_ Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:13 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-ZCh7p2ArOleZg041fScho0Q0ThbmAzMzmSHKQ2zHTKy LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-56,4-21=-56,6-21=-97,6-8=-97,7-8=-97,8-9=-56,14-18=-20 ®WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes — K3193412 171294 Al2 California 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:14 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-2PFV1 OBT9cmQSAeUD97wLbzCT5x?vQc7?60tyUzHTKx r - 23-11-6 7-4-11 I 14-5-13 I 18-7-4 1 21-5-2 122-8-121 24 -2112 31-0-13 I 7-4-11 7-1-2 4-1-7 2-9-14 1-3-9 1-2-10 6-10-1 0-3-6 4x6 = Scale=1:62.5 4 iiia 8.00 12 4x6 i 4x6�� 8x8 , m3 5 4x6= M ..4. 44,11 ., 4 ..N ir d, 4 x6 2 ti 1 r 8 f::. .w, j1 20 12 11 21 22 10 9 3x6 2x4 II 5x8 = 4x8242=2x412 2x4 I 1 3x6 I 7-4-11 I 14-5-13 1 22-8-12 22 -9 I 31-0-13 1 7-4-11 7-1-2 8-2-15 0--113 6-10-1 1-4-3 Plate Offsets(X,Y)— [1:0-3-1,0-0-11],j7:0-2-5,Edgel.[8:0-6-0.0-0-7].[11:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.07 10-11 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.21 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.03 10 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.05 12-15 >999 360 Weight:166 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except WEBS 2x4 DF Stud/Std G 2-0-0 oc purlins(6-0-0 max.):6-7. SLIDER Left 2x4 DF Stud/Std-G 1-6-0 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bED PR QF�c WEBS 1 Row at midpt 3-11 e'`_�,_ GINE- --()FR.._ 4- - MiTek recommends that Stabilizer it,,,, - If'bdl cross bracing v be installed during truss erection,' ,c• dance with Stabilizer -7 Installation guide. �C' 89200PE r--- REACTIONS. REACTIONS. (lb/size) 1=854/Mechanical,8=328/Mechanical,10=1252/0-3-8 Max Horz 1=235(LC 11) Max Uplift 1=-158(LC 35),8=-91(LC 12),10=-176(LC 12) Max Gray 1=950(LC 2),8=393(LC 26),10=1390(LC 2) 0 CZ- -y A_OREGON 1V FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. L/ "�,9 2�'\ Q�� TOP CHORD 1-3=-1264/378,3-4=-763/343,4-5=-756/341,7-8=-273/109 O 14, BOT CHORD 1-12=-186/1067,11-12=-186/1067 M WEBS 3-12=0/282,3-11=-639/305,4-11=-147/399,5-11=0/415,5-10=-1082/370, FR R I0' 7-10=-440/152 NOTES- EXPIRES: 12/31/2017 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCOL=6.0psf;h=25ft;B=45ft;L=31ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat FILL roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 .0 8 4)Provide adequate drainage to prevent water ponding. ,.\\S) 04 WASH -i> 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ct' 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 wide1" },- �� will fit between the bottom chord and any other members,with BCDL=10.0psf. �N41,r "k'" 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. ?lir 1. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=1b) /4t 1=158,10=176. It 51398„-, w 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. O 4, 51398„-, � IS IERw 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)241 lb down and 184 lb up at `sS G 24-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. ZONAL— LOAD CASE(S) Standard May 12,2017 Continued_on naae2 8 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193412 171294 Al2 California 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:14 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HM WzKX8O-2PFV1 OBT9cmQSAeUD97wLbzCT5x?vQc7?60tyUzHTKx LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-56,4-6=-56,6-7=-56,7-8=-56,13-17=-20 Concentrated Loads(lb) Vert:7=-86 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. .' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �"" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi'1'ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193413 171294 CO1 California 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:28 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-d55ozBLFsvWR8JjA16NCvYYVfkjtAiCBDIPcRgzHTKj 1 2-8-6 311-4 9-6-6 14-5-13 21-4-15 1 28-4-2 1 31-0-13 1 2-8-6 0-4-14 6-5-2 4-11-7 6-11-2 6-11-2 2-8-11 4x6 = Scale=1:67.1 5 8.00 12 if 24 Special 23 8x8% 5x6 =121 25 3 22 2�� 4x6 i 19 1 Ii1iIl1 ; 3.00112 d 6x6 7 •,,, 8 I f : fl� N `: 15 14 13 26 12 11 27 28 10 9 3x6 11 4x6 = 4x6 = 5x8= 4x6 2x4 II 3x6 1 2-8-6 1 9-6-6 I 14-5-13 I 22-10-9 I 28-4-2 1 31-0-13 1 2-8-6 6-10-0 4-11-7 8-4-12 5-5-9 2-8-11 Plate Offsets(X,Y)-- [2:0-3-12,Edge1,[8:0-0-4,0-0-131,j11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.08 10-11 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.24 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.01 8 n/a n/a BCLL Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.02 12 >999 360 Weight:189 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(5-1-1 max.):2-4. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braciPROF WEBS 1 Row at midpt 4-11 G`� MiTek recommends that Stabilizers-••crqu -.• * WW- i /O be installed during truss erection,i -4r•=nrwith Stabiliz-f9 , Installation guide. 0, REACTIONS. (lb/size) 8=119/Mechanical,10=1425/0-3-8,14=812/Mechanical 89200PE Max Horz 14=178(LC 66) Max Uplift 8=-17(LC 64),10=-254(LC 14),14=-150(LC 14) Max Gray 8=172(LC 46),10=1579(LC 2),14=889(LC 38) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7 ,�OREGON Ix �4(// TOP CHORD 1-2=-384/122,2-4=-683/267,4-5=-637/271,5-6=-634/257,6-7=-181/575,7-8=-252/42, ,4 Y 0� 1-14=-881/256 O 14,2 �Q� BOT CHORD 12-13=-64/459,11-12=0/738 WEBS 2-13=-623/252,2-12=-192/540,4-12=-278/202,4-11=-557/208,5-11=-92/324, �R R 11-x' 6-11=0/513,6-10=-1387/504,1-13=-195/814,7-10=-556/269 NOTES- EXPIRES: 12/31/2017 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=31ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 0,11.RILL & 4)Unbalanced snow loads have been considered for this design. ,JtiC) 44 WASJj `•f'J, 5)Provide adequate drainage to prevent water ponding. r -,v,..., � <6. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 01,,+� � `P 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1:: ,C `� �, will fit between the bottom chord and any other members,with BCDL=10.0psf. j 8)A plate rating reduction of 20%has been applied for the green lumber members. % ,. 9)Refer to girder(s)for truss to truss connections. /� , 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) �� 51398 w� 10=254,14=150. ��, FCjS I Egti� w 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)158 lb down and 164 lb up at s`SI�NA � 2-10-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). May 12,2017 coe i,ueck QeasaE2.-....4.-,.-,+ AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVIiTel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193413 171294 CO1 California 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:28 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-d55ozBLFsvWR8JjA16NCvYYVfkjtAiCBDIPcRgzHTKj LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-56,2 3=97,2-4=-56,4-5=-56,5-7=-56,7-8=-56,15-16=-20 I � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Pal a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193414 171294 CO2 California 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:30 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-aUDYOsNWOWn9NdtZ9XQg_zdrfYPLeceUgbujWZzHTKh - I 3-11-4 9-6-6 1 14-5-13 21-4-15 28-4-2 1 31-0-13 1 2-8-6 0-4-14 6-5-2 4-11-7 6-11-2 6-11-2 2-8-11 4x6= Scale=1:67.1 5 6 26 8.00 12 25 3 8x8' 5x6 = 19 - 24 27 2 _ _. 4x6 �i ��h23il6 _ 121-8-6 1 3.00 112 2 ,n 7 6x6 . t38 111Cs! it: moi. 15 14 13 28 12 11 29 30 10 9 3x6 11 4x6 = 4x6 = 5x8 = 4x6 = 2x4 II 3x6 1 2-8-6 1 9-6-6 I 14-5-13 I 22-10-9 I 28-4-2 1 31-0-13 1 2-8-6 6-10-0 4-11-7 8-4-12 5-5-9 2-8-11 Plate Offsets(X,Y)-- 18:0-0-4,0-0-13],[11:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.08 10-11 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.24 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.01 10 n/a n/a BCLL 0.0 Code 1RC2012/TPI2007 Matrix-MS Wind(LL) 0.02 12 >999 360 Weight:193 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(4-8-2 max.):2-4. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brad • P R WEBS 1 Row at midpt 4-11 • .O QFF MiTek recommends that Stabilizers-••037 • 0We •,.,:Ci /O be installed during truss erection,i Cer•:ngwith Stabiliz-t9 , Installation•uide. ..- REACTIONS. (lb/size) 8=115/Mechanical,10=1453/0-3-8,14=907/Mechanical iig :• Max Horz 14=201(LC 13) Max Uplift 8=-19(LC 64),10=-299(LC 14),14=-198(LC 14) Max Gray 8=167(LC 46),10=1586(LC 2),14=1234(LC 38) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7AA__OREGON 44,/ TOP CHORD 1-2=-513/165,2-4=-800/500,4-5=-701/385,5-6=-639/370,6-7=-202/577, G -1-7I>, <0 1-14=-1226/412 �O Y 7 4,2� `4' BOT CHORD 13-14=-260/183,12-13=-200/557,11-12=-217/838 /1// e'‘).'WEBS 2-13=-851/508,2-12=-47/516,4-12=-261/99,4-11=-584/439,5-11=-220/338, ��Rio, 6-11=-77/558,6-10=-1394/642,1-13=-478/1060,7-10=-551/272 NOTES- EXPIRES: 12/31/2017 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=31ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 )`''KRILL 8 4)Unbalanced snow loads have been considered for this design. J19 01 WASE `I'l, � 5)Provide adequate drainage to prevent water ponding. . �' <6 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ! „ � 'P 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 ,L ....t7,-... will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. \ 9)Refer to girder(s)for truss to truss connections. / !' 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) ,P4, 51398 �t) 10=299,14=198. u1{, 4GISTEgti� 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �' 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)353 lb down and 118 lb up at SSIONAL' 5-0-13 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard May 12,2017 S,ontinued on Dane 2 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,notMil. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Miiek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193414 171294 CO2 California 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:31 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-2gmxbCO89gvO?nSliExvXBAOPxlaN3udvFeH2?zHTKg LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-56,2-3=-56,2-4=-56,4-5=-56,5-7=-56,7-8=-56,15-16=-20 Concentrated Loads(Ib) Vert:21=-18 1 F a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTP11 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 H&H Homes - K3193415 171294 - CO3 California 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:33 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-_2uhOuPOhR9kE5b8gfzNccFRglR1 rzYwMZ7N7uzHTKe 2-8-6 3-1114 9-6-6 I 14-5-13 1 21-4-15 1 28-4-2 i 31-0-13 2-8-6 0-4-14 6-5-2 4-11-7 6-11-2 6-11-2 2-8-11 Scale=1:62.8 2x4 II 10 5 8.00 12 3 ,'i 2930 32 73: ..3 ••�3�% r 8x8 i 24 Sp al 5x6 .dir 25 2 4 8 1 2x4 11 ,i''' 11 ab o� IL �� 3.00 112 up �' 6x6 uS 11,11,12 SS.I .,�3 �e N 19 18 26 17 16 27 28 15 14 20 _ 3x6 = — 3x6 II 5x8 2x4 II 1 2-8-6 1 9-6-6 I 14-5-13 I 22-10-9 I 28-4-2 1 31-0-13 1 2-8-6 6-10-0 4-11-7 8-4-12 5-5-9 2-8-11 Plate Offsets(X,Y)— [9:0-2-1,0-2-01,[13:0-0-4,0-0-13],[16:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.08 15-16 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.24 15-16 >999 180 TCDL 7.0 ' Rep Stress Ina YES WB 0.78 Horz(TL) 0.01 13 n/a n/a BCLL 0.0 * BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.02 17 >999 360 Weight:212 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-6,6-9,3-9. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae•- ceeof WEBS 6-0-0 1 Row oatbracing:18-19,15-16. 10-1. .4c:41 Of-Ess JOINTS 1 Brace at Jt(s):6,4 � SNC'I NFFR �O MiTek recommends that Stabilizer. -quiredpcross�,��b�ra,cin be installed during truss erection n ••rdanc� Installation guide. REACTIONS. (lb/size) 13=138/Mechanical,15=1433/0-3-8,19=889/Mechanical Max Horz 19=-174(LC 12) Max Uplift 13=-17(LC 11),15=-266(LC 14),19=-193(LC 14) Q CC Max Gray 13=185(LC 46),15=1572(LC 2),19=1068(LC 38) -3:;GO7.,, EGON'1,1 �� (v FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <O '41)' 14,24 4 TOP CHORD 1-2=-453/138,2-3=-632/231,2-4=-542/218,4-6=-542/218,6-8=-563/241,8-9=-392/166, M �P 9-10=-410/254,10-11=-666/305,11-12=-164/533,12-13=-299/40,1-19=-1057/292, ERR 11_�- 3-7=407/268,7-9=-405/265 BOT CHORD 17-18=-66/465,16-17=0/733,14-15=-39/283,13-14=-27/290 WEBS 2-18=-652/277,2-17=-111/581,6-17=-307/144,6-16=-462/143,11-16=-4/523, EXPIRES: 12/31/2017 11-15=-1374/528,1-18=-221/839,12-15=-577/279,7-8=-480/179 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=31ft; F,RR eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for ILL 8 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'S4 OV WASJN f) 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat v. roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 /1 ��: (7., v. 4)Unbalanced snow loads have been considered for this design. —rc �•j[w �•''.• - . 5)Provide adequate drainage to prevent water ponding. ' '� 6)All plates are 4x6 MT20 unless otherwise indicated. ;a� �, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. pAli sf 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 '� 51398 w� will fit between the bottom chord and any other members,with BCDL=10.Opsf. �� CjSR �1� 9)A plate rating reduction of 20%has been applied for the green lumber members. -s ('yti` 10) Refer to girder(s)for truss to truss connections. `10NALV' 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb) 15=266,19=193. May12,2017 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. i.ontinued on map 2 e i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193415 171294 CO3 California 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:33 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-_2uhOuPOhR9kE5b8gfzNccFRgIR 1 rzYwMZ7N7uzHTKe NOTES- 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)145 lb down and 143 lb up at 6-8-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-56,2-3=-56,3-5=-56,9-10=-56,10-12=-56,12-13=-56,20-21=-20,3-9=-56 Concentrated Loads(Ib) Vert:3=-106(F) a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 1 Qty Ply H&H Homes K3193416 1r1294 A06 CALIFORNIA GIRDER I 1 I 3 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:06 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-HsmULf4S281ZVx1xIU_20vdpFs381 nvx9s4ShyzHTL3 - 16-7-1 14-10-15 17-0-0 11-0-01 5-1-4 1 9-9-7 I 14-7-9 14-0r5 16-�i{1 21-0-5 1 25- 0-2 I 29-0- 0 1 31-6-0 32-6-9 y 0.0 5-1-4 4-8-3 4-10-2 0-1-13 0-1-1b 4-0-4 3-11-14 3-11-14 2-6-0 -0-0 8x8 -10 0-3-5 Scale=1:74.1 1-8-2 6x8 �- 5 4x6 II 8.001- 2x4 12 7 4 •:, 4x6 �� M ' • 4x6 �' 8 1 3 r 4x6 9 _ 1111'1 X111111111 i raw�`�9 r!'!•111�`� O 1111111 iI1 2 �� NW" r L�� 11 I72y d�, 19 •18 27 17 1868 15 29 30 14 31 32 13 33 34 12 35 8 0 0 8x8 = 4x6 = LUS24 8x8 = 3x6_ 2x4 II 4x8 = 10x12 MT2OHS % 76 At114 MT2OHS = LUS24 LUS2 ' HGUS26-25.57 12 US24 HUS26 2x4 H HUS26 4x8 = 17-0-0 I 5-1-4 1 9-9-7 I 14-7-91fr-11-1q 1 21-0-5 1 25-0 -2 1 29-0-0 1 31-6-0 1 5-1-4 4-8-3 4-10-2 1-4-5 t-0-2 4-0-4 3-11-14 3-11-14 2-6-0 Plate Offsets(X,Y)— [2:0-7-9,0-1-12],[5:0-2-5,Edge],[6:0-2-0,0-2-8],[10:0-1-1,0-0-2],[12:0-6-4,0-1-12],[13:0-3-9,0-4-4],[16:0-7-12,0-2-41,117:0-1-10,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.16 14-15 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -0.37 14-15 >999 180 MT2OHS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.16 10 n/a n/a BOLL 0.0 BCDL 10.0 * Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.15 14-15 >999 360 Weight:705 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G*Except* 2-0-0 oc purlins(6-0-0 max.):5-6. 2-16,12-15:2x6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac• P R WEBS 2x4 DF Stud/Std G '4�� ore PLY-TO-PLY CONNECTION REQUIRES THAT AN APP'O tS' REACTIONS. (lb/size) 2=4223/0-5-8,10=6112/0-5-8 FACE MOUNT HANGER(SPECIFIED BY OTHERS)I -Sc` -:Drrlil�NEFR S'Q Max Horz 2=-248(LC 30) LOADS REPORTED IN NOTES.FACE MOUNT HAW...4'. ALL BE 12. Max Uplift 2=-1416(LC 10),10=-1937(LC 10) ATTACHED WITH A MINIMUM OF 0.148"x 3"NAIL• 4. ' ANG20OPE Max Gray 2=4418(LC 2),10=6415(LC 2) MANUFACTURER SPECIFICATIONS. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7563/2438,3-4=-7307/2474,4-5=-7151/2547,5-6=-5962/2202,6-7=-7333/2623, 7-8=-9331/3128,8-9=-11518/3570,9-10=-14432/4300OREGON�� BOT CHORD 2-19=-1924/6249,18-19=-1924/6249,17-18=-1744/5681,16-17=-1556/5127, L - 14-15=-2373/7709,13-14=-2848/9584,12-13=-3532/12103,15-16=-1832/5965, 2O '9Y 7 4 20 P4 10-12=-3502/11963 /� WEBS 7-15=-2854/862,7-14=-1001/3539,8-14=-2615/664,8-13=-571/2656,9-13=-2571/700, FR A IL\-- 9-12=-634/2537,6-15=-1461/4395,6-16=-869/185,5-17=-1123/3021,4-18=-322/320, 5-18=-229/760,3-18=-408/190 EXPIRES: 12/31/2017 NOTES- 1)N/A 2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 8-13 2x4-1 row at 0-8-0 oc. ,ER.RILL 8 3)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 a\� WASjt `? ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. O l� �� 4)Unbalanced roof live loads have been considered for this design. `'� �► �� '�' 5)Wind:ASCE 7-10;Vult=140m h(3-second gust)V IRC2012=111m h;TCDL=4.2psf;BCDL=6.0 sf;h=25ft;B=45ft;L=32ft; :r,!,:. O eave=4ft;Cat,II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 .� 6)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 :f 7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs ".o non-concurrent with other live loads. 'P� ,Q�51398 F� ,4w 8)Provide adequate drainage to prevent water ponding. �� CISILR 9)All plates are MT20 plates unless otherwise indicated. s`SIONAL� 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) *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. May 12,2017 Caitikutatatlailgrater@duction of20%has teen anolied for the preen lumber members WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml1•7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notNMI. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job •Truss Truss Type Qty Ply H&H Homes K3193416 171294 A06 CALIFORNIA GIRDER 1 Job Reference Coptional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:07 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-12KsZ?54pStQ65c8IBVHZ7A_?GPNmE95OWq?DOzHTL2 NOTES- 13) Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1416,10=1937. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 15-6-12 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 17) Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 9-10-0 oc max.starting at 17-6-0 from the left end to 27-4-0 to connect truss(es)to front face of bottom chord. 18) 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 19-6-0 from the left end to 25-4-0 to connect truss(es)to front face of bottom chord. 19) Fill all nail holes where hanger is in contact with lumber. 20) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)72 lb down and 73 lb up at 14-10-11 on top chord,and 175 lb down and 60 lb up at 29-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-56,5-6=-56,6-11=-56,2-16=-20,12-15=-20,15-16=-20,12-24=-20 Concentrated Loads(Ib) Vert:5=-42 28=-3277(F)29=-1044(F)30=-557(F)31=-647(F)32=-557(F)33=-539(F)34=-1028(F)35=-152 ®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 1 r� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,05B-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 H&H Homes - - K3193417 171294 H02 California Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:49 2017 Page 1 -, ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-W7skNMcQwMAS9YgCm0G7G_vEKCvgbJKG23?EhzzHTKO 1 0 0 2-6-0 5-6-13 5-10 3 9-1-13 9-15-• 11-9-4 15-0-0 i 1-0-0 i 2-6-0 I 3-0-13 0-3 6 3-3-10 0-3-8 2-4-1 I 3-2-12 3x4 = Scale=1:35.5 5 8x8 !iTh22 '' 4 8.00 12 4x6 4.00 112 1971 1111 . x4I� YY �i r' 2 / a r-111 - A r �r�, o 12 11 10 9 M 5x6 = 4x6= 4x8 = 4x6= 2x4 I 2x4 II 3x4= 2.76 12 1 2-6-0 1 5-6-13 1 9-5-3 i 11-9-4 1 15-0-0 i 2-6-0 3-0-13 3-10-7 2-4-1 3-2-12 Plate Offsets(X,Y)-- [5:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.02 12 >999 240 MT20 220/195 Snow Snow(Pf/Pg) 20.8130.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.06 11-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code IRC20121TP12007 Matrix-MS Wind(LL) 0.02 12 >999 360 Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, BOT CHORD 2x4 OF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac a . . A MiTek recommends that Stabilizers an• -• '.- • • -1 • 0:4 be installed during truss erection,in- . �G kit1,$:•I. : % Installation guide. REACTIONS. (lb/size) 9=559/Mechanical,2=619/0-5-8 -57___ Max Horz 2=-107(LC 12) Ct` 89200 P E Max Uplift 9=-97(LC 14),2=-139(LC 14) Max Gray 9=621(LC 2),2=690(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1253/342,3-4=-862/268,4-6=-600/255,6-7=-832/273,7-8=-930/277, �7 AA__OREGON ��/ 8-9=-577/203 Gj ",,9 °'� BOT CHORD 12-13=-274/975,11-12=-149/698,10-11=-239/864,2-13=-283/1021 Q �w 1 4, ca;Q� WEBS 3-12=-315/137,6-11=-49/255,8-10=-199/774 •li ii R ILA- NOTES- 1) LA-NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; EXPIRES: 12/31/2017 eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. BIZ l 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs 8 non concurrent with other live loads. X19 pd WASE `�� 6)Provide adequate drainage to prevent water ponding. G, .e' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. erpdo-..17.. .,'(,.) `, 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 `r' ,E'Ii? i►: , will fit between the bottom chord and any other members. - d' 9)A plate rating reduction of 20%has been applied for the green lumber members. �a� c 7 10) Refer to girder(s)for truss to truss connections. r 11) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify P 5139$ ,c) ,Cy capacity of bearing surface. () �GtsTE0 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) v.0 G 2=139. SZONAL ' 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 12,2017 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANsirr i1 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 H&H Homes K3193418 171294 KO1 California Girder 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:14 2017 Page 1 " ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-HxtBdw612JvfOEOjmC_mFSXmHRbyf2yoSY240zHTK? I 1-7-9 1 10-1p 4-10-0 7.9-1 0-7 9-8-0 1-7-9 0-3-6 2-11-1 2-11-1 -3-6 1-7-9 Scale=1:18.3 6x6�i 6x6'� 8.00 12 2x2x44II I 0. 414* 5 7 1 — — 641 — i r _._ . ri - i r - Iii. 8 17 18 19 7 20 21 22 6 LUS24 2x4 II LUS24 NAILED 5x8 = NAILED LUS24 NAILED 2x4 I LUS24 NAILED LUS24 3x4 = 3x4= I 1-7-9 I 4-10-0 I 8-0-7 I 9-8-0 I 1-7-9 3-2-7 3-2-7 1-7-9 Plate Offsets(X,Y)-- [2:0-2-5.0-3-0],[4:0-2-5,0-3-0].[7:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.03 7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8!30.0 Lumber DOL 1.15 BC 0.22 Vert(TL) -0.06 7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.01 7 >999 360 Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):2-4. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra �c.-DPR Ore S �\� NG]NE c S/REACTIONS. (lb/size) 1=847/0-5-8,5=847/0-5-8 Max Horz 1=23(LC 30) R 2 Max Gray 1=936(LC 23),5=936(LC 24) ' .-9 cr 89200PE c FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1745/0,2-3=-2498/0,3-4=-2498/0,4-5=-1744/0 BOT CHORD 1-8=0/1507,7-8=0/1461,6-7=0/1461,5-6=0/1507 WEBS 2-8=0/344,2-7=0/1101,4-7=0/1101,4-6=0/344 NOTES O OREGON�� 4� 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: /Q '9. 1 4 2° ,•}- P Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. /1/ -R R L`- Webs connected as follows:2x4-1 row at 0-4-0 oc,Except member 7-2 2x4-1 row at 0-9-0 oc,member 3-7 2x4-1 row at 0-9-0 oc, member 7-4 2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to EXPIRES: 12/31/2017 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 , JLL , 6)Provide adequate drainage to prevent water ponding. �Q WAS 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <{, 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ," 0, i ,�i'- will fit between the bottom chord and any other members. :� u4060,--.,;-;. ��opy,. 30 P 9)A plate rating reduction of 20%has been applied for the green lumber members. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. •j 11) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at --0 r 1-4-0 from the left end to 8-4-0 to connect truss(es)to back face of bottom chord. ,t, 51398 O w� 12) Fill all nail holes where hanger is in contact with lumber. o PCIS TE��' <{ 13)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. •e,s, \� 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)143 lb down and 111 lb up at 8/ONAL�� 1-9-5,118 lb down and 76 lb up at 4-0-0,and 118 lb down and 76 lb up at 5-8-0,and 143 lb down and 111 lb up at 7-10-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. May 12,2017 m1Bd►sIEt aib Elan d and a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Ma building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 'Truss Truss Type Qty Ply H&H Homes K3193418 171294 K01 California Girder 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:14 2017 Page 2 I D:zLeYFjRjMpSHWYsoaA2HM WzKX8O-HxtBdw612JvfOEOjmC_mFSXmH Rbyf2yoSY240zHTK? LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-56,2-4=-56,4-5=-56,9-12=-20 Concentrated Loads(Ib) Vert:2=-6 4=-6 8=-183(B)7=-194(B)6=-183(B)17=-2(F)18=-190(B)19=-4(F)20=-4(F)21=-190(B)22=-2(F) � P A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes • K3193419 171294 JK2 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:12 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-LZIRCEtsVQ3BP44dcLAWhgMBXTo3UoLfK83x?7zHTK1 I -1-0-0 I 2-0-0 i 3-10-3 I 1-0-0 2-0-0 1-10-3 Scale=1:18.6 4 <C��D P D OFeU� V Co 89200PEOREGON k 0 3x4 = EXPIRES: 12/31/2017 1 2-0-0 1 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 8 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.00 8 >999 360 Weight:11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-3. (Ib)- Max Horz 2=118(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,2,5,3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)4,2,3. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. l�� jl"� 8 tiC) ��WASE "- .--p ,,,,4-- t,-%':It, �.� ,.z ..,_ Far417 l' , , .4 ,, lifif ,p � 51398 ci,`i k LISTER � FSSIONALE,� May 12,2017 s AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. NI. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes • ' K3193420 171294 A01 Roof Special Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:00 2017 Page 1 " ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-SiPD5cOhSl?PnOaoODteneOoYS9bd3v3nxd8TIzHTL9 I -1-0-0 1 5-5-6 510- 10-5-1 I 15-5-3 1-0-0 5-5-6 0-4-1A 4-6-14 5-0-2 Scale=1:28.8 8x8 'i 2x4 II 4x6= "10 15 16 4 18 19 it 6 11 r>ri 8.00 12 Ary N V A M i 2 �• [1[1 [Hi S [111nFt 1-111____° nn [111 20 2110 22 23 24 9 25 26 8 NAILED NAILED 2x4 II NAILED 6x8 - NAILED NAILED 3x10 II 7 3x6 = NAILED NAILED I 5-5-6 1 10-5-1 1 15-5-3 I 5-5-6 4-11-11 5-0-2 Plate Offsets(X,Y)-- [2:0-6-0,0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.04 9-10 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.10 9-10 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code IRC2012ITP12007 I Matrix-MS Wind(LL) 0.03 9-10 >999 360 Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, 3-6:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae.•. n PR i WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers an. -.• cY. l� s be installed during truss erection,in- c.. ,i j,$:..r = s/ , Installation guide. �_ - '9 REACTIONS. (lb/size) 8=1291/Mechanical,2=1116/0-5-8 9 Max Horz 2=152(LC 10) 4Z' 89200PE r Max Uplift 8=-457(LC 10),2=-310(LC 10) Max Gray 8=1441(LC 2),2=1244(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O Q-- TOP CHORD 2-3=-1740/455,3-4=-1371/433,4-5=-1371/433,5-8=-1329/501 1 A_OREGON 4/../BOT CHORD 2-10=-425/1391,9-10=-430/1381 L "� '� WEBS 3-10=0/361,4-9=-784/484,5-9=-540/1687 /6 w y 1 4,2O�P� ^ NOTES- '►'/�R R I V'�- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �1ZR7�j 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,JtiC) 0"WAS/1 1'�"J, will fit between the bottom chord and any other members. G, ''' • 8)A plate rating reduction of 20%has been applied for the green lumber members, / r 9)Refer to girder(s)for truss to truss connections. 1 i• ° 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •. 8=457,2=310. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '41,.f. 12) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 1+ 51398 w 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)401 lb down and 340 lb up at 0.o Pr., -R� ��' 5-10-14,179 lb down and 157 lb up at 8-0-0,215 lb down and 199 lb up at 10-0-0,and 218 lb down and 204 lb up at 12-0-0,and C'S, Cyt 218 lb down and 204 lb up at 14-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of SI(NA�1�� others. 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). May 12,2017 G oatieiird.carteaer2.,d-, ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. -' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 H&H Homes • K3193420 171294 A01 Roof Special Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:01 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-wuybly0KDc7GOA9yxOtJswzHrVgMW8C0bNh?IzHTL8 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3-5=-56,5-6=-56,7-11=-20 Concentrated Loads(Ib) Vert 14=-304 15=-91 16=-139 18=-145 19=-145 20=-45(F)21=-35(F)22=-54(F)23=-57(F)24=-57(F)25=-57(F)26=-57(F) • ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall V building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 L._ Jcv Truss Truss Type Qty Ply H&H Homes * K3193421 1/i294 A02 Roof Special Girder 1 1 Job Reference(optional) j Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:01 2017 Page 1 ti' ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-wuybly0KDc7GOA9yxOtJswzYrYeMcFC0bNh?IzHTL8 I -1-0-0 i - 5-5-6 5(10- 10-5-1 _-- 15-5-3 1-0-0 5-5-6 0-4-13 4-6-14 5-0-2 Scale=1:29.9 8x8 'i 2x4 II 4x6 =-- 3 3 5 X 8.00 12 110 15 0 16 ® 7 v vi N M A M 2 a0 4 J / 11 10 9 2x4 II 4x8= 3x6 II 6 3x4 = I 5-5-6 I 10-5-1 I15-5-3 I 5-5-6 4-11-11 5-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.02 10-11 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.05 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.02 10-11 >999 360 Weight:87 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, 3-7:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-4-10 oc bracing. WEBS 2x4 DF Stud/Std G f MiTek recommends that Stabilizers and re. '-¢--.ws A.t•: be installed during truss erection,in ac •,i a -.1 r4V,_, Installation guide. 0. �.0,G1 N�� REACTIONS. (lb/size) 9=641/Mechanical,2=706/0-5-82 Max Horz 2=237(LC 12) "C.r 17___ Max Uplift 9=-229(LC 9),2=-158(LC 12) 89200PE Max Gray 9=664(LC 2),2=728(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-894/411,3-5=-616/480,5-6=-616/480,6-9=-613/445 0 CC BOT CHORD 2-11=-643/696,10-11=-645/691 OREGON �Z, WEBS 5-10=-321/308,6-10=-603/760 420 Y 2.0 P+ 14, NOTES- /1/ ' R'0- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 3)TOLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2,00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. GILL B 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. q, 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'ti'0 ,0- WASyf `7) will fit between the bottom chord and any other members. G, 8)A plate rating reduction of 20%has been applied for the green lumber members. 00 y 9)Refer to girder(s)for truss to truss connections. 4`��'►e �' 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .0.-• 9=229,2=158. 1 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /-r, �o ,�F51398� meq, OA, crs�R � �SSIONAL .- May 12,2017 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ' MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Joh Truss Truss Type Qty Ply H&H Homes v . K3193422 171294 A03 Roof Special Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:02 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-05WzW11y_wF70KkAWew6s3T82Fto52mMEF6EYBzHTL7 1-1-0-0 I 5-5-6 5110.13 10-5-1 I 15-5-3 1-0-0 5-5-6 0-4-13 4-6-14 5-0-2 Scale=1:39.6 4x6 6x6 II 4 7 V��19 ►zt 20 7 9 ri4tPi w8.00 12 8x8l4. l N ri N N r? 2 MI MI 13 12 1110 3x4 = 2x4 II 4x8= 3x6 II I 5-5-6 I 10-5-1 I 15-5-3 I 5-5-6 4-11-11 5-0-2 Plate Offsets(X,Y)-- [4:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.02 12-13 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.05 12-13 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.01 11 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.02 13 >999 360 Weight:104 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 6-0-0 oc purlins, 3-8:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-8,4-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae•. c WEBS 2x4 DF Stud/Std G`Except* 6-0-0 oc bracing:11-12. �,41 Or6�, 7-11:2x4 DF No,1&Btr G JOINTS 1 Brace at Jt(s):8,6 �< t4� � S MiTek recommends that Stabilizer l�d Icross bracing* el, be installed during truss erection,. , c.dance with Stabilizer 0v Installation guide. �C 89200P REACTIONS. (lb/size) 11=872/Mechanical,2=734/0-5-8 ... Max Horz 2=245(LC 12) Max Uplift 11=-396(LC 12),2=-173(LC 12) Max Gray 11=944(LC 2),2=809(LC 26) 0 �- -y A-OREGON [v FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G/ "� �� TOP CHORD 2-3=-1031/229,3-5=-595/235,5-6=-595/235,6-8=-595/235,8-11=-895/459, '�y 14 2� b+ , 7-8=-361/225 MER R L�' , BOT CHORD 2-13=-375/801,12-13=-377/796 WEBS 3-12=-286/203,6-12=-392/254,8-12=-399/906,4-5=-473/299 NOTES- EXPIRES: 12/31/2017 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat FRRILL roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 •8 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs �ti� OF WASE J non-concurrent with other live loads. �`G, �' 5)Provide adequate drainage to prevent water ponding. fft �,;A•; TO it 6)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. -41 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Of 8)A plate rating reduction of 20%has been applied for the green lumber members. r!,! 4 9)Refer to girder(s)for truss to truss connections. 51398 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �0,{ �4"Cjs7 r;R�� 4{7 11=396,2=173. fis UN. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `SIDNAL# 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)293 lb down and 323 lb up at 9-10-14,and 165 lb down and 165 lb up at 12-0-0,and 219 lb down and 210 lb up at 14-0-0 on top chord. The design/selection of May12,2017 such connection device(s)is the responsibility of others. IMIMI A.WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. MI' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Joh Truss Truss Type Qty Ply H&H Homes K3193422 1/1294 A03 Roof Special Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:02 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-05WzWl1y_wF70KkAWew6s3T82Fto52mMEF6EYBzHTL7 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3-4=-56,10-14=-20,4-7=-56,7-9=-56 Concentrated Loads(Ib) Vert:17=-227 19=-54 20=-103 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193423 1r1294 A04 Roof Special Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:03 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HMWzKX8O-sH4Lje2aIDN_eUJN3MRLOH?InfD7gUmVTvso4dzHTL6 -1-0-01 5-5-6 5-1103 10-5-1 I 15-5-3 1-0-0 5-5-6 0-4-13 4-6-14 5-0-2 7 Scale=1:43.2 2x4 II 4 8.00 12 8x8 4X4II w 4x6=1 ►a ►te ► i' ,AIL‘11.1. 1 � ,,i NNAw rami A 13 12 11 10 3x4 = 2x4 II 4x8 = 3x6 II I 5-5-6 I 10-5-1 1 15-5-3 1 5-5-6 4-11-11 5-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.01 12-13 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.05 12-13 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.48 Horz(TL) 0.01 11 n/a n/a BCLL 0.0 * BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.02 12 >999 360 Weight:97 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, 3-9:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. WEBS 2x4 DF Stud/Std G*Except* JOINTS 1 Brace at Jt(s):8,5 (� 8-11:2x4 DF No.1&Btr G MiTek recommends that Stabilizers an. -••"F cP• P.R.lfetS be installed during truss erection,in- .•: • `iS$..0. _ s/ Installation guide. ,-1,.. 0 4 REACTIONS. (lb/size) 11=674/Mechanical,2=674/0-5-8 -9 Max Horz 2=324(LC 12) Cr" 89200PE r Max Uplift 11=-254(LC 12),2=-91(LC 12) Max Gray 11=674(LC 1),2=720(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-864/101,3-4=-407/95,3-5=-655/655,5-6=-655/655,6-8=-655/655,8-11=-622/573 27 A OREGON AN 1.445- BOT CHORD 2-13=-466/658,12 13=-4681653 \ WEBS 3-12=-256/133,6-12=-411/709,8-12=-820/806,4-5=-332/668 /� AI 1 4,ZO�P� NOTES- 1) ,V/ R R �-�' Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for EXPIRES: 12/31/2017 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. ERRILL 8 5)Provide adequate drainage to prevent water ponding. .q, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. J`� 04 WASE `i'J, 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide c v:: will fit between the bottom chord and any other members. 0 /.- 8)A plate rating reduction of 20%has been applied for the green lumber members. ,N¢;�►'"' �, 9)Refer to girder(s)for truss to truss connections. • d'� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) _eti/ 11=254. /' 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5139$ w O� ,pi, �� SSIONAL V.-- May 12,2017 MP MI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193424 171294 A05 Roof Special Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:04 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-KTejxz3CWXVrFdtZd3yaxUYZs3ZNZzHfiZbLc3zHTL5 - 11-0-01 5-5-6 5-{10r3 10-5-1 I 13-10-3 115-5-3 I 1-0-0 5-5-6 0-4-13 4-6-14 3-5-2 1-7-0 2x4 11 Scale=1:52.8 7 9 2x4 4II w8.00 12 9ED PRQFe-o w < GF /%c.. r 2 8x8 �2x4 4x6 � �, 3 6 g �0 � 89200PE 1- w► ►mow N7: Allillh4111111,11 c4OREGON\20 i �44 �� 14, 1I1 2 = iiii, FRRIVA- CEA P� � 15 14 13 12 2x4 II 4x8= 3x6 11 EXPIRES: 12/31/2017 3x4 = I 5-5-6 I 10-5-1 I 15-5-3 I 5-5-6 4-11-11 5-0-2 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 14-15 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8!30.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.04 14-15 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.34 Horz(TL) 0.01 13 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.01 14 >999 360 Weight:107 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 6-0-0 oc purlins, 3-11:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-11. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G*Except* JOINTS 1 Brace at Jt(s):10,6,8 10-13:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=806/Mechanical,2=657/0-5-8 Max Horz 2=346(LC 12) Max Uplift 13=-289(LC 12),2=-55(LC 12) Max Gray 13=806(LC 1),2=720(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-865/0,3-4=-258/178,3-5=-622/315,5-6=-622/315,6-8=-622/315,8-10=-622/315, 10-13=-753/398 BOT CHORD 2-15=-320/659,14-15=-322/655 WEBS 6-14=-347/299,10-14=-389/760,4-5=-294/245 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs .ERR.ILL e non-concurrent with other live loads. .q, 5)Provide adequate drainage to prevent water ponding. �ti� 0. WASj1 7"J, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fit+ 00 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "� ' �' will fit between the bottom chord and any other members. Nl�j*.h'" 8)A plate rating reduction of 20%has been applied for the green lumber members. • r - 6111r) 9)Refer to girder(s)for truss to truss connections. rt, w~ �. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) /rl; 13=289. *P �, 51398 4 t. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t FGISTE 44)12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)282 lb down and 250 lb up at . 's G; 13-10-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. SIONALV LOAD CASE(S) Standard May 12,2017 iciagurat onOaae2 ®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,not141111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193424 11'1294 A05 Roof Special Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:04 2017 Page 2 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-KTejxz3C WXVrFdtZd3yaxUYZs3ZNZzHfiZbLc3zHTL5 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3-9=-56,8-10=-56,10-11=-56,12-16=-20 Concentrated Loads(Ib) Vert:19=-224 V ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193425 171294 JA4 Roof Special 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:55 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-LHD?eQgBVCwctTHM6HMXVF9DBdx9?3c9Q_SYvczHTKI - -1-0-0 2-6-0 7-5-4 7f10-p 15-0-0 1-0-0 2-6-0 4-11-4 0-4-15 7-1-13 Scale=1:34.9 8x8'- 3x4 II .., ., . 5 6 4111 v Y 8.00 12 7. 4x6 �� \� d_ 6 3 `h blit 1 , 2 I a 111111Mi, s 8 15MI a IIIM 5x6 = 4x6 = 4x8= 2x4 II 3x4= 2.76 171i - I 2-6-0 I 7-5-4 I 15-0-0 I 2-6-0 4-11-4 7-6-12 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (Ioc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 8-9 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.18 8-9 >994 180 TCDL 7.0 Rep Stress lncr YES WB 0.23 Horz(TL) 0.03 8 n/a n/a BOLL 0.0 BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.02 9-10 >999 360 Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, 4-6:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers an. -•,a""1- • -1 g s be installed during truss erection,in. Ce.: •V kid,$:•n : O/ Installation guide. REACTIONS. (lb/size) 8=577/Mechanical,2=612/0-5-8 �� "9 Max Horz 2=197(LC 12) 89200PE c Max Uplift 8=-164(LC 9),2=-111(LC 12) Max Gray 8=641(LC 2),2=683(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0 �- TOP CHORD 2-3=-1277/387,3-4=-736/188 y OREGON (V BOT CHORD 9-10=-490/1009,8-9=-218/546,2-10=-505/1055 L \WEBS 3-9=-520/282,4-9=0/364,4-8=-614/254 /O )' 1 4,2O -A- NOTES- ER R I L\__1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for EXPIRES: 12131/2017 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. #,RRILL B 5)Provide adequate drainage to prevent water ponding. q 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "'-\ .,,,,0 O WASNI tJ 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 c{, t�' will fit between the bottom chord and any other members. �, /� :'r` °i 8)A plate ratingreduction of 20%has been applied for the green lumber members. • #�', 9)Refer to girder(s)for truss to truss connections. \ ../ 10) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4, 51398 444 8=164,2=111. (; 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��,,s OIS I t R V'4C.) NAL May 12,2017 ®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,notMI. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ; M lie k, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes Y - K3193426 111294 JA5 Roof Special 1 1 Job ReferenceJoationall Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:56 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-pUnOrIhgGW2TVdsYg_um2SiLaOHNkVOIfeB5R3zHTKH - I-1-0-0 I 2-6-0 { 7-5-4 710- 15-0-0 I 1-0-0 2-6-0 4-11-4 0-4-15 7-1-13 5 Scale=1:37.2 8x8* 3x4 II 4� ► C/ ►T1 6 I 8I r' 4x6%.- Al."� a cb v ch `n 3 'h s 2 .. ale _eøi 9 6 o / 10d MI 5x6 = 4x6 = 6x8= 2x4 ll 3x4= 2.76 12 I 2-6-0 I 7-5-4 I 15-0-0 I 2-6-0 4-11-4 7-6-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.06 9-10 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 1BC 0.29 Vert(TL) -0.18 9-10 >988 180 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.03 9 n/a n/a BCLL 0.0 * BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.03 10-11 >999 360 Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, 4-7:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-6-3 oc bracing. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt 4-9 D MiTek recommends that Stabilizers an. -• ci• P R•rg be installed during truss erection,in- •,•- • ,it5$=•,. :9 Sr,/O Installation guide. REACTIONS. (lb/size) 9=667/Mechanical,2=671/0-5-817 Max Horz 2=282(LC 12) 89200PE r Max Uplift 9=-240(LC 9),2=-118(LC 12) Max Gray 9=675(LC 2),2=703(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1304/522,3-4=-789/301,6-9=-257/195 y OREGON ,,`4.1BOT CHORD 10-11=-792/1021,9-10=-564/617,2-11=-828/1070 G7Q�,9� ZQT \ WEBS 3-10=-512/261,4-10=0/360,4-9=-698/655 14, Q` NOTES- MER R 1O- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for EXPIRES: 12/31/2017 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. .0�RRILL 8 5)Provide adequate drainage to prevent water ponding. ..q, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Jti9 Ov WAS g �t"l 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'Op , 'VG, �'� will fit between the bottom chord and any other members. t -20%has .Ii Ail • 10) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1' capacity of bearing surface. /4',r 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �,it 4, 513989 w� 9=240,2=118. �iC' 4b/S1E3 t4 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ts. G\� 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)379 lb down and 166 lb up at `SIONAL�� 9-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard May 12,2017 Continued on nape 2 I IIIM AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193426 191294 JA5 Roof Special 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:56 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-pUnOrlhgGW2TVd5Yg_um2SiLaOHNkVOIfeB5R3zHTKH LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-56,4-5=-56,4-6=-56,6-7=-56,8-11=-20,11-14=-20 Concentrated Loads(Ib) Vert:17=-23 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193427 151294 JA6 Roof Special 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:57 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-HgLm35iS1pAK6nRIEhP?agFYZQdeTzzSulxfzVzHTKG I-1-0-01 2-6-0 I 7-5-4 7-1013 15-0-0 1 1-0-0 2-6-0 4-11-4 0-4-15 7-1-13 Scale:1/4"=1' 4x6'i 3x4 II 5 8 9 0 Y 8x8 8.00 12 4 7 3x4 = OM40! .0t7 ,, a i 44'NIIIII• 14i r 4idiolhhh6._ 4x6 i 411 d ,h 3 �i 4111 �i Y Y,I O 411 2 r/i4111 ISA 6 0i 3 12 10 a 3x4 = 5x6 = 4x6= 2x4 II 4x8 = 2.76 112 1 2-6-0 1 7-5-4 1 15-0-0 1 2-6-0 4-11-4 7-6-12 Plate Offsets(X,Y)-- 15:0-2-5,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.06 11-12 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.18 11-12 >997 180 TCDL 7.0 Rep Stress lncr YES WB 0.24 Horz(TL) 0.03 11 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.02 12-13 >999 360 Weight:103 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 5-11-5 oc purlins, 4-7:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7,5-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-2-5 oc braci WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt 4-11 �Q,E� PR OFFS, JOINTS 1 Brace at Jt(s):7,s C�"\ AAG I NFF S/� MiTek recommends that Stabilizer a t-, ' cross bracing ,. be installed during truss erection,' • dance with Stabilizer -� Installation guide. 89200PE c REACTIONS. (lb/size) 11=577/Mechanical,2=612/0-5-8 Max Horz 2=289(LC 12) Max Uplift 11=-173(LC 12),2=-71(LC 12) Max Gray 11=641(LC 2),2=683(LC 26) CIOREGON �- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G `� '�D` TOP CHORD 2-3=-1266/297,3-4=-743/93 /Q '9Y 4,-e-'° Q4 BOT CHORD 12-13=-528/1046,11-12=-264/560,2-13=-548/1102 4/7`P R I L\- WEBS 3-12=-504/275,4-12=0/361,4-11=-640/315,3-13=-69/270 NOTES- 1)Unbalanced roof live loads have been considered for this design. EXPIRES: 12131/2017 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0QR�ILL 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs .q, non-concurrent with other live loads. J�� O�WASE �>, 5)Provide adequate drainage to prevent water ponding. r 'I'G, �' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��.� 167)*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 4.: „4"...1-„,:,,I,'. _,),0 16 will fit between the bottom chord and any other members. 1 8)A plate rating reduction of 20%has been applied for the green lumber members. r. 9)Refer to girder(s)for truss to truss connections. , _7%2v' 10) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,/!) ,P 51398 ' w4 capacity of bearing surface. (3 �GISTt'? 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) te,s, ,`y 11=173. SINAL E' 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notPfill. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ile k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193428 171294 JA7 Roof Special 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:58 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-Isv8GRj4o71Bkw0xoPwE7tnelgztCQ1 b6ygCVxzHTKF T1-0-01 2-6-0 1 7-5-4 7-11013 15-0-0 1 1-0-0 2-6-0 4-11-4 0-4-15 7-1-13 7 Scale=1:52.8 2x4 II 5 r 8.00 8x8 %;" 4x6 11 4 : ��EpPROFF S •• 2x4 11 19 r' 77C��S� ! G21:: s/0 711"&hi e- d89P E -9rCD CC 4 N- 4111111 : o OREGON, A41.1 ,1�, _ <0 '9y14 12 10 d ,2 �n`� 2x4 I 1 5x6 = 4x6 = 6x8 = /1// -1:4311-\-* 3x4 = 2.76 12 EXPIRES: 12/31/2017 1 2-6-0 1 7-5-4 I 15-0-0 1 2-6-0 4-11-4 7-6-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.06 11-12 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8130.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.18 11-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.02 12-13 >999 360 Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, 4-9:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-9. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS 2x4 OF Stud/Std G WEBS 1 Row at midpt 4-11 JOINTS 1 Brace at Jt(s):8,6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1066/Mechanical,2=650/0-5-8 Max Horz 2=368(LC 12) Max Uplift 11=-494(LC 12),2=-47(LC 12) Max Gray 11=1066(LC 1),2=702(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1300/198,3-4=-787/5,4-5=-412/96,8-11=-648/516 BOT CHORD 12-13=-635/1022,11-12=-384/605,2-13=-665/1072 WEBS 3-12=-504/275,4-12=0/359,4-11=-673/417,3-13=-109/260,5-6=-335/678 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category It;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs l non-concurrent with other live loads. , 5)Provide adequate drainage to prevent water ponding. �"0 43. WAS/ `�J, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �' �' 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide op)0";#''!. �� ` , will fit between the bottom chord and any other members. - I " O.. 8).A plate rating reduction of 20%has been applied for the green lumber members. ��%-9)Refer to girder(s)for truss to truss connections. :Th, 110) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify / , capacity of bearing surface. 5398,.c� w11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) O� r0 '� ��J 11=494. v,0 �G1 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /0NALti 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)473 lb down and 379 lb up at 13-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. May 12,2017 aotafieued oat n9ae 2,r,+,,.,+ 1 IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7473 rev.10/03/2015 BEFORE USE. Ivor Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply • H&H Homes K3193428 171294 JA7 Roof Special 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:58 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-Isv8GRj4o71BkwOxoPwE7tnelgztCQ 1 b6ygCVxzHTKF LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-56,4-7=-56,6-8=-56,8-9=-56,10-13=-20,13-16=-20 Concentrated Loads(Ib) Vert:19=-400 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 11111 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193429 171294 J06 Jack-Open 3 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:53 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-Pv6FDkfxzbgue97_?sK3Qg4uipFwXCeszgzRgkzHTKK ' r1-0-01 5-11-4 l 11-10-3 I 5-11-4 5-10-15 Scale=1:47.5 cm, 5 �? 1�1 1`3 4 �E9 P R OFF 8.00 12 �5��A I N�<cs'6' /O700,000/•••••"00•11-0-0 89200PE �v,�OREGON a ��Q6O�Y 14,2-� �- 1FR R IL�- 6 3x4 = EXPIRES: 12/31/2017 I 5-11-4 I 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (be) 1/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 6-9 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 6-9 >446 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.05 6-9 >999 360 Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-3,4=0-1-8. (Ib)- Max Horz 2=296(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-174(LC 12),4=-114(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=322(LC 2),3=296(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-335/275 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 at joint(s)4. v4 L. 4, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) ,...%\49 Ov WASE 3=174,4=114. "` G, ti'' 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. jfd' .� ,.._u allft,.. � i ,i6 •=k"4, 5139 fi� crsTE8f SSIONALV, C) May 12,2017 I ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. , hillt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193430 171294 J07 Jack-Open 3 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:53 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-Pv6FDkfxzbgue97_?sK3Qg4uipFwXCeszgzRgkzHTKK �1-0-01 5-11-4 13-10-3 1-0-0 5-11-4 7-10-15 Scale=1:55.7 5 I2 u) O 4 ��p P R Ores 6.00 1z c?.--) ANG1NE�cR `S/O�i �` 89200PE 441 17___ 8 cb 3 d, L 47 OREGON � � �� <O '41)' 14,2°\ P-�- 1 2 t. MIIIIIIIMININNIIM MER R 11.A., a 6 3x4 = EXPIRES: 12/31/2017 I 5-11-4 I 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 6-9 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8130.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 6-9 >446 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.05 6-9 >999 360 Weight:33 lb FT=20% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-3,4=0-1-8. (Ib)- Max Horz 2=341(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-174(LC 12),4=-154(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=322(LC 2),3=296(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-413/337 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12,0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 at joint(s)4. 1�gRRi1'L 8 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) JNC 0. WAS, . 3=174,4=154. G'`1-?:,,., 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. OA ��- 10 �' ,di d ` K,p 4, 51398 w4 LISTER cSSIoNALvA6 May 12,2017 4 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe 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/T711 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 H&H Homes - K3193431 111294 D01 California Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:34 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-SFS3EEQ0SIHasEAKOMUc9pod29hVaY03bDsxfKzHTKd -1-0-0 2-5-8 5-6-15 5-11013 8-6-0 11-1-13 11-511 14-6-8 17-0-0 18-0-0 I I 1-0-0 2-5-8 3-1-7 0-3-4 2-7-13 2-7-13 0-3-4 3-1-7 2-5-8 1-0-0 Scale:3/8"=1' 4x10 'i 3x4 = 4x10 3 r18 4 19 [5F 1. 4 , 8.00 fiF N 4 A 2 , ,,,..,11111111111_1 �- nnn nil nn n nn ` 6 r`o 11 20 21 10 22 23 24 25 9 26 8 27 iiiiftw',. 7 Id 10 6x6 — 4110 NAILED NAILED 3x4= NAILED NAILED 3x4= NAILED 6x6 = NAILED NAILED NAILED 4x6 4x6 3.00 12 I 2-5-8 I 5-6-15 I 8-6-0 I 11-5-1 1 14-6-8 1 17-0-0 I 2-5-8 3-1-7 2-11-1 2-11-1 3-1-7 2-5-8 Plate Offsets(X,Y)-- [2:0-1-6,0-0-6],[3:0-2-4,0-2-0],[5:0-2-4,0-2-0],[6:0-1-6,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.07 9 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.21 9-10 >964 180 TCDL 7.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.12 6 n/a n/a BCLL 0.0 * Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.06 10 >999 360 Weight:85 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except WEBS 2x4 DF Stud/Std G 2-0-0 oc purlins(4-11-9 max.):3-5. DOT CHORD Rigid ceiling directly applied or 8-2-0 oc bO) P R Opc MiTek recommends that Stabilizers-••� It• lie. • ss/O be installed during truss erection,i (kr•=n ith Stabiliz-f9 , Installation guide. REACTIONS. (lb/size) 2=1245/0-5-8,6=1245/0-5-8 89200 P E c--- Max Max Horz 2=-102(LC 30) Max Uplift 2=-413(LC 10),6=-413(LC 10) Max Gray 2=1363(LC 2),6=1363(LC 2) CD FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'yGAA�--OREGON �C(/�' TOP CHORD 2-3=-2852/820,3-4=-1800/627,4-5=-1800/627,5-6=-2852/820 ,e- �'� BOT CHORD 2-11=-619/2348,10-11=-550/1796,9-10=-670/2048,8-9=-502/1796,6-8=-587/2348 ,9 y 14 � ` + WEBS 3-11=-142/714,3-10=-89/498,5-9=-91/498,5-8=-142/714,4-10=-436/249, e3. -�f 4-9=-436/250 FR R I k_\- NOTES- 1)Unbalanced roof live loads have been considered for this design. EXPIRES: 12/31/2017 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs ERRILL & non-concurrent with other live loads. ,q, 5)Provide adequate drainage to prevent water ponding. �ti� Ov WASith tl, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'VG' 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 • 16 will fit between the bottom chord and any other members. -11 . �ir , l'..- ,.- 8) ..8)A plate rating reduction of 20%has been applied for the green lumber members. ...►i 9)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1 capacity of bearing surface. / � 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) It; 51398 w 2=413,6=413. 1.tN �GISTBR� e 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. vs Cs 12) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. `VONALV' 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)410 lb down and 330 lb up at 5-7-4,212 lb down and 169 lb up at 8-0-0,and 212 lb down and 169 lb up at 9-0-0,and 410 lb down and 330 lb up at 11-4-12 on May12,2017 top chord. The design/selection of such connection device(s)is the responsibility of others. ernntinited nn nane 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193431 171294 DO1 California Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:35 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-wRORRaReD3PRTOIWx4?rh1 KooZ1kJ?GDqtcUBmzHTKc NOTES- 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3-5=-56,5-7=-56,11-12=-20,8-11=-20,8-15=-20 Concentrated Loads(Ib) Vert:3=-337 5=-337 18=-131 19=-131 20=-37(F)21=-14(F)22=-14(F)23=-14(F)24=-14(F)25=-14(F)26=-14(F)27=-37(F) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - - K3193432 171294 002 California Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8,110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:35 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-wRORRaReD3PRTOIWx4?rti 1 KnjZ61J 1 RDqtcUBmzHTKc -1-0-0 I 2-5-8 I 5-6-15 5-i1013 8-6-0 11-1-13 11I-511 14-6-8 i 16-6-8 1 1-0-0 2-5-8 3-1-7 0-3-4 2-7-13 7 2-7-13 0-3-4 3-1-7 2-0-0 Scale=131.0 4x10�� 3x4 = 4x10�� 3 ►a 5 ►/ 8.00 12 �A :�w Illailill _ N M M 8 11• Y Y •l 2 �� I� V o _ Y 7777N r1.-- 4. 3 d 13 12 11 10 9 6 .d`h O/ 6x6 3x4= 3x4 = 6x6 = 3x4 6 3x6 II 4x63.00 12 I 2-5-8 I 5-6-15 I 8-6-0 I 11-5-1 l 14-6-8 1 16-6-8 l 2-5-8 3-1-7 2-11-1 2-11-1 3-1-7 2-0-0 Plate Offsets(X,Y)-- [2:0-1-7,0-0-61,[3:0-3-4,0-1-12],[6:0-3-4,0-1-12],18:0-0-8,0-2-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.03 12 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.11 11-12 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.18 Horz(TL) 0.05 8 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wnd(LL) 0.04 12 >999 360 Weight:91 lb FT=20% BCDL 10.0 1_ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except WEBS 2x4 DF Stud/Std G 2-0-0 oc purlins(6-0-0 max.):3-6. SLIDER Right 2x4 DF Stud/Std-G 1-6-0 BOT CHORD Rigid ceiling directly applied or 7-4-9 oc b QED P R OFF-, JOINTS 1 Brace at Jt(s):5 '\ AGI N c cr MiTek recommends that Stabilizer -. V -. ir�d cross bracin. 41°, be installed during truss erection, •dance with Stabilizer ..' Installation guide. s :9200 P E REACTIONS. (lb/size) 8=751/Mechanical,2=804/0-5-8 Max Horz 2=129(LC 11) Max Uplift 8=-204(LC 12),2=-243(LC 12) CZ- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O AA--OREGON �(// TOP CHORD 2-3=-1567/1012,3-5=-968/1015,5-6=-931/995,6-8=-1349/885 G "�q y 14,2�N + � c BOT CHORD 2-13=-797/1275,12-13=-674/966,11-12=-835/1065,10-11=-654/929,8-10=-668/1079 /Q WEBS 3-13=-156/405,3-12=-125/264,6-11=-142/287,6-10=-46/280,5-11=-237/269 /1rj -R R ILA- �P NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; EXPIRES: 12/31/2017 eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs v� ILl' & non-concurrent with other live loads. , 5)Provide adequate drainage to prevent water ponding. "\� O�WASJI1� `�"J, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G, tt' 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '16 ' ' 0 will fit between the bottom chord and any other members. ---e.015)14f01:fef • 0S► . 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. ,w� f 10) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .'PiI capacity of bearing surface. 51398 ,;5" 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(j1=1b) Or{, �FCIS7 E�0) �'(V 8=204,2=243. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SSIONALti. May 12,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,notMI. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193433 171294 JD1 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:59 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-D3TWTnjiZRQ1M4b7L6RTg5KxBEJyxw7ILcQ12NzHTKE - I 1-D-0 1 1-8-11 1-{10-3 5-11-4 1-0-0 1-8-11 0-1-u, 4-1-1 Scale=1:13.4 3 li 8.00 12 • v _-_ _ _ h 2 :----NAILED NAILED 9 4 0 3x4 = 1 4411110 3.00 12 3x6 i 1-10-3 4-0-13 5-11-4 i 1-10-3 0-2-9 3-10-8 Plate Offsets(X,Y)-- [2:0-0-15.0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.03 5 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30A Lumber DOL 1.15 BC 0.23 Vert(TL) -0.10 5 >708 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.01 4-5 >999 360 Weight:13 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and re. • .,�•s •1•: be installed during truss erection,in ac •p � is -• r�`S'S Installation guide. \ �1 l , REACTIONS. (lb/size) 3=125/Mechanical,2=129/0-5-8,4=57/Mechanical �2 Max Horz 2=73(LC 12) "9 Max Uplift 3=-2(LC 12),2=-60(LC 32) CZ- 89200PE r Max Gray 3=148(LC 5),2=151(LC 16),4=80(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- O 4.7 OREGON Cv�' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; L/ `�,9 20'\ 1� eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for 14, T members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 A,.ER R`L_ �P 2)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat ►'/ roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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. �K�j L 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify B capacity of bearing surface. �ti� OF WAStrIkJ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 3 and 60 lb uplift at `tS /1/1/ 4.,,(,,, �� joint 2. ``�: •f ' .nc.? �. 10) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. � ,y �#'►-_ 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard /4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 51398 w� Uniform Loads(plf) 0 'F�rSTLR�� \--- Concentrated W Concent at d Loads(Ib)Vert:1-3=-56,5-6=-20,4-5=-20 �SSIONALti.G\� Vert:5=-2(B)9=-37(B) May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193434 171294 JD2 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:00 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKXBO-hF1 uh7kKKkZuzE9KvgyiClt7geh5gMXuaG9JagzHTKD -1-0-0 I 2-5-8 I 3-10-3 I 5-11-4 I 1-0-0 2-5-8 1-4-11 2-1-1 Scale=1:18.3 4 `` 2x4 I I i� 8.00 12 3 N111 1111111411.11 2 6 ,7, _ 5x6 = 5 0 1 OA 3.00 12 3x4 I 2-5-8 I 3-9-7 3-'9-3 5-11-4 l 2-5-8 1-3-15 0-0-12 2-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 6 >999 240 MT20 220/195 Snow(PflPg) 20.8/30.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.04 6 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.02 6 >999 360 Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required • • - ' • be installed during truss erection,in accord- - 'ii i4aeGcss Installation guide. Lif REACTIONS. (lb/size) 4=136/Mechanical,2=213/0-5-8,5=34/Mechanical C.J I ON::E19 /O Max Horz 2=118(LC 12) '� 29 Max Uplift 4=-49(LC 12),2=-38(LC 12) Max Gray 4=153(LC 22),2=239(LC 2),5=68(LC 5) ' 8‘49G200PE r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- Q Q 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; -yOREGON �4j eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for "%0�'9 y 225)\ 1T members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1 4, 2)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat /11 - '''2›,...roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 R RI L 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify , RRILL capacity of bearing surface. .q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift at joint 4 and 38 lb uplift at 1� O. WASE `�'J, joint 2. - . %1�,.- -6..16_, 6 ~0¢ *4's,4,„ 451398� 44 4k" SSIoNALE�� May 12,2017 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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,notPAII. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193435 111294 JD3 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:00 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX8O-hF 1 uh7kKKkZuzE9KvgyiClt2wefmgMPuaG9JagzHTKD -1-0-0 2-5-8 5-10-3 5-1-4 7-10-3 1-0-0 2-5-8 3-4-11 0-1-1 1-10-15 Scale=1:25.4 4 • 8.00 1z P R 5FFS zxa A 3 !II �;\<(--�NG{N�FR `S/O�" � 89200PE r �i `� h 2 0 0 OREGON 4� s 5xs = /� g 7 4 2-13\ P� =t MFR RI 1.- 3x4 11_3x4 = 3.00 12 EXPIRES: 12/31/2017 2-5-8 5-11-4 2-5-8 3-5-12 Plate Offsets(X,Y)- [2:0-1-14.0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.12 6 >571 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.28 6 >255 180 TCDL 7.0 Rep Stress Ina YES WB 0.06 Horz(TL) 0.07 5 n/a n/a BCLL Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.13 6 >556 360 Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=181/Mechanical,2=280/0-5-8,5=34/Mechanical Max Horz 2=163(LC 12) Max Uplift 4=-99(LC 12),2=-38(LC 12) Max Gray 4=207(LC 22),2=313(LC 2),5=68(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)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify0,RRII'L capacity of bearing surface. $) F WASj: 14J, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 lb uplift at joint 4 and 38 lb uplift at % tt' joint 2. v , ; O 4, 51398 X44 k GISTER �SS1ONALV,- May 12,2017 EMMA a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMil. a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - - K3193436 171294 JD4 Jack-Open 2 1 Job Reference(optional) 1 Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:01 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-ARaGuTIy52hIbOkWTXTxIWPC51?nPpf2pwvs6GzHTKC -1-0-0i 2-5-8 5-11-4 I 7-10-3 1-0-0 2-5-8 3-5-12 1-10-15 Scale=1 33.4 5 `I 12? 4 8.00 i �t � �0 P R OF4-6,, -57(---- _ ANG,INEER /02 ,r Y p N 892��PE 2x4311 P i Off` OREGON D� ,�� 2 II I / �x y 14 2°'\ P`�' I 1 7 • I� �Ff3RIL�- ►zst IIMI 5xs= 3x4 3.00 12 EXPIRES: 12/31/2017 I 2-5-8 I 5-11-4 6-tti-0 7-10-3 1 2-5-8 3-5-12 0-0-12 1-10-3 Plate Offsets(X,V)-- [2:0-2-2.0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.14 7 >493 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.31 7 >224 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.08 6 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.15 7 >473 360 Weight:25 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. • REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8. (Ib)- Max Horz 2=207(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,2 except 4=-141(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=321(LC 2),4=271(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �j1E�R11 L 8� capacity of bearing surface. J-S 0 WASE1/4 �_ 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. AI g / C 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2 excep �� (jt=lb)4=141. 4.v,70.'''.;;;', . WPM 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. ...."• / � t � � �,�51398 X44, .� CISTvi, �SSIONALV,' May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193437 171294 SJD2 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:24 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-_sTzjK10g6aUsw?xJsOKAMsF2JuflDJQ5?zaPRzHTJr -1-0-0 1-11-4 I 3-10-3 1-0-0 1-11-4 1-10-15 Scale=1:18.6 3 ``' 1'; 8.00 12 <r5,,,1G3 P R OFes / )4GINE *\ �� 89200PE aI 2 may° , ,OREGON �� [vQ 1 =� p y 14,2°�Q-�- �'/ ERR 14-\- 3.00 12 3x4 = EXPIRES: 12/31/2017 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10,0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.00 4-7 >999 360 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=79/Mechanical,2=169/0-5-8,4=57/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-56(LC 12),2=-38(LC 12),4=-20(LC 12) Max Gray 3=91(LC 22),2=191(LC 2),4=66(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. . 9 OV WASJ14 l -Op ,,„p / C p51398 c� 'GISTER� sr X14(5 ANAL May 12,2017 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes _ - K3193438 171294 B06 California Girder 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:26 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-hiz2YVK?KIGjuOZnwhLkg7SHQwwiimZul_wWNozHTKI 5-5-6 5-1 -3 11-11-14 18-5-0 24-10-2 30-11-13 31 10 36-10-0 37-1 0 11-0-9 I I I I 1�1lD 1-0-0 5-5-6 0-4-13 6-1-11 6-5-2 6-5-2 6-1-11 0-4-13 5-5-6 -0-0 Scale=1:65.8 8x8-% 2x4 II 8x8 = 2x4 I I 8x8 8.00 12 3 1 X22 ,23 424 25,,26 r,,„27 5 2849 30,, 31,,,32 6 43 345, 3 36 N N It M',1,-- (--1 2fnnrnnnnLnn nn �tntnll nn nn -,Ti r r-Allid = r 8 9 INt d -: r ` o 37 38 1439 40 41 13 42 43 12 44 45 46 47 11 48 49 5010 51 52 4x6 = NAILED 2x4 I I NAILED NAILED 4x12 NAILED NAILED 7x14 MT2OHS= NAILED 4x12 NAILED 2x4 I I NAILED 4x6 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED I 5-5-6 I 11-11-14 I 18-5-0 I 24-10-2 I 31-4-10 I 36-10-0 I 5-5-6 6-6-8 6-5-2 6-5-2 6-6-8 5-5-6 Plate Offsets(X,Y)- [2:0-0-0,0-0-31,[3:0-4-0,0-2-12],[5:0-4-0,0-4-8],[7:0-4-0,0-2-12],[8:Edge,0-0-3],[11:0-3-8,0-2-0],[13:0-5-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.31 12 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.78 Vert(TL) -0.70 12-13 >636 180 MT2OHS 165/146 TCDL 7.0 Rep Stress lncr NO WB 0.92 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.27 12 >999 360 Weight:382 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins,except 3-5,5-7:2x6 DF SS G 2-0-0 oc purlins(6-0-0 max.):3-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-6-4 oc braci :. D PROF WEBS 2x4 DF Stud/Std G - G:,\<<- [N��0 REACTIONS. (lb/size) 2=3036/0-5-8,8=3036/0-5 8 -r-N iQ �jL Max Horz 2=-103(LC 30) GV Max Uplift 2=-1003(LC 10),8=-1003(LC 10) 89200PE -7r Max Gray 2=3388(LC 2),8=3388(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5636/1700,3-4=-8256/2660,4-5=-8256/2660,5-6=-8256/2660,6-7=-8256/2660, 7-8=5636/1700 �� 44/ BOT CHORD 2-14=-1372/4670,13-14=-1378/4661,12-13=-2948/9428,11-12=-2948/9428, 'j�G OREGON 10-11=-1346/4661,8-10=-1340/4670 /6 -9 y 14,Z0 P—�— WEBS 3-14=0/397,5-11=-1354/85,6-11841028 611,7-11/4177, =28/611,-1385/4177,7-10=0/397,5-12=0/498, � P R I L- NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: EXPIRES: 12/31/2017 Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. ,RRILL s, 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=37ft; a19 WASE `I' eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 • �{, 5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat 0 ��0- G� roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 / �/ ° ,,/:1i 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. lit. j 7)Provide adequate drainage to prevent water ponding. -Of 8)All plates are MT20 plates unless otherwise indicated. S 1398 c4k' 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p0 �' CZS 1g�,0 t{/ 10) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide LO will fit between the bottom chord and any other members. -`310NAL� � 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)except(jt=lb) 2=1003,8=1003. May 12,2017 CA1tiB *-thr oa ebendl� ietreaentation does not depict the size or the orientation of the ourlin along the too and/or bottom chord II b AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss ,Truss Type Qty Ply H&H Homes K3193438 171294 B06 California Girder 1 2 !Job Reference(optional) _ Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:26 2017 Page 2 h - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-hiz2YVK?KIGjuOZnwhLkg7SHQwwiimZul_wWNozHTKI NOTES- 14) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)401 lb down and 342 lb up at 5-10-14,165 lb down and 157 lb up at 8-0-0,200 lb down and 199 lb up at 10-0-0,198 lb down and 204 lb up at 12-0-0,198 lb down and 204 lb up at 14-0-0,198 lb down and 204 lb up at 16-0-0,198 lb down and 204 lb up at 18-0-0,198 lb down and 204 lb up at 18-10-0,198 lb down and 204 lb up at 20-10-0,198 lb down and 204 lb up at 22-10-0,198 lb down and 204 lb up at 24-10-0,200 lb down and 199 lb up at 26-10-0,and 165 lb down and 157 lb up at 28-10-0,and 401 lb down and 342 lb up at 30-11-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3-7=-56,7-9=-56,15-18=-20 Concentrated Loads(Ib) Vert:13=-57(B)4=-145 6=-145 11=-57(B)21=-304 22=-91 23=-139 26=-145 27=-145 28=-145 29=-145 30=-145 31=-145 34=-139 35=-91 36=-304 37=-45(B) 38=-35(B)39=-54(B)40=-57(B)41=-57(B)42=-57(B)43=-57(B)44=-57(B)45=-57(B)46=-57(B)47=-57(B)48=-57(8)49=-57(B)50=-54(B)51=-35(B)52=-45(B) 41,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193439 171294 B05 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:23 2017 Page 1 r ' 1" "Q- ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-H7IvwT171Nu81YgDEYo1CVgk5jxtVROS3OirmTzHTKo 11-0-9 5-5-6 5119-3 11-11-14 I 18-5-0 I 24-10-2 I 30-11-13 3114110 36-10-0 37-10-p 1-0-0 5-5-6 0-4-13 6-1-11 6-5-2 6-5-2 6-1-11 0-4-13 5-5-6 i-0-0 Scale=1:65.8 9 4 8.00 :i 8x8 i 2x4 II 8x8 = 2x4 II 8x8 3 5 6 7 8 Do m IRI Do co Do Do Do N, Do Do Do 23 2411 25 26 lg 27 28 4111INiss N fh 1/ O t10 $ ?�10 0Id 11 16 15 14 13 12 4x6= 2x4 II 4x12 = 6x8 = 4x12 = 2x4 II 4x6 I 5-5-6 I 11-11-14 I 18-5-0 I 24-10-2 1 31-4-10 I 36-10-0 I 5-5-6 6-6-8 6-5-2 6-5-2 6-6-8 5-5-6 Plate Offsets(X,Y)— (2:0-0-0,0-0-2j,[3:0-4-0,0-3-4],[6:0-4-0,0-4-8],[8:0-4-0,0-3-4],[10:0-0-0,0-0-2],[14:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.25 14 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.61 14-15 >728 180 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code IRC20121TP12007 Matrix-MS Wind(LL) 0.21 14 >999 360 Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except' TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins,except 3-6,6-8:2x6 DF SS G 2-0-0 oc purlins(4-5-7 max.):3-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-3-15 oc brac'i• a . . ` WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers an. -••••tet: '�� • is be installed during truss erection,in- \- t�,$=•'i = s/O Installation guide. 6) REACTIONS. (lb/size) 2=1573/0-5-8,10=1573/0-5-8 �� '9 Max Horz 2=-145(LC 10) 89200PE 1-- Max Max Uplift 2=-377(LC 12),10=-377(LC 12) Max Gray 2=1643(LC 2),10=1643(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2536/1248,3-5=-3536/1909,5-6=-3536/1909,6-7=-3536/1909,7-8=-3536/1909, -yL 2J OREGON �tk �Q 8-10=-2536/1248 20� BOT CHORD 2-16=-936/2066,15-16=-940/2062,14-15=-1605/3990,13-14=-1605/3990, w,9 Y 14, 12-13=-940/2062,10-12=-936/2066 /1/& �P WEBS 3-15=-641/1768,5-15=-434/331,6-15=-601/122,6-13=-601/122,7-13=-434/331, `R R I O-• 8-13=-641/1768 NOTES- EXPIRES: 12/31/2017 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=37ft; eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 v‘E LL 8 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs .J\9 ibv WASH `�"l, non-concurrent with other live loads. �'� 5)Provide adequate drainage to prevent water ponding. / y �'�� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. =� �'�!•'J �, o ' 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ` j will fit between the bottom chord and any other members. / t 8)A plate rating reduction of 20%has been applied for the green lumber members. ,0 / ",r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,� 4 51398 w 2=377,10=377. O� �CISTER� w 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Lis. ,;y SIONAL- May 12,2017 • i a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only,Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPl1 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 H&H Homes - - K3193440 171294 B04 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:22 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-pxkXi7HVH3mHQOGOhrHogHIX4JZymOxlrMylElzHTKp - -11-0-9 5-5-6 5-N-3 11-11-14 I 18-5-0 I 24-10-2 1 30-11-13 3114-00 36-10-0 3/-10-0 1-0-0 5-5-6 0-4-13 6-1-11 6-5-2 6-5-2 6-1-11 0-4-i 3 5-5-6 1-0-0 Scale=1:65.8 5x6 5x6 4.3 yi 7 35 5,15 37 10 3 39 uf40 12 mil 42,3 15 ,43 44417 46 0 fl 4 4 ® 4, 8.00 riY ,8x8 i 8x8= 8x8••:,3 6 8 11 16 1g, 19 501 945'1 . •' 13® co 14 ° `g 0, csi m r... ../11/1 - 0 tz.: 1 2 ® ME li ® V�2 14•1 26 25 24 23 22 4x12 = 7x14 MT2OHS= 4x12 = 4x6 = 4x6= I 5-5-6 i 11-11-14 I 18-5-0 I 24-10-2 I 31-4-10 I 36-10-0 I 5-5-6 6-6-8 6-5-2 6-5-2 6-6-8 5-5-6 Plate Offsets(X,Y)-- [2:0-6-8,0-0-10],[3:0-4-0,0-3-4],[4:0-2-5,0-2-8],[11:0-4-0,0-5-41,[17:0-2-4,0-2-8],[19:0-4-0,0-3-4],[20:0-6-8,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.32 24 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.66 24-25 >666 180 MT2OHS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.23 20 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.29 24 >999 360 Weight:248 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 3-2-9 oc purlins,except 3-11,11-19:2x6 DF SS G 2-0-0 oc purlins(5-1-11 max.):3-19,4-17. Except: BOT CHORD 2x4 DF No.1&Btr G 1 Row at midpt 11-16 �p PROF WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 4-8-15 oc• •if9, -LYOTHERS 2x4 DF Stud/Std G WEBS 1 Row at midpt 11-25,JOINTS 1 Brace at Jt(s):6,11,16,5,18, 11 ‘-',"..-1 \- �� NG'�NEFq s�0 MiTek recommends that Stabilize tel�-quired cross bracing. ,► be installed during truss erection ..rdanc8GeGGIEk. GIE Installation guide. REACTIONS. (lb/size) 2=2015/0-5-8,20=2015/0-5-8 Max Horz 2=173(LC 35) Max Uplift 2=-787(LC 12),20=-787(LC 12) Q Ir~ Max Gray 2=2217(LC 2),20=2217(LC 2) yG 4/OREGON N� 1<(/ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'O y 14,20 r TOP CHORD 2-3=-3528/1352,3-4=-1800/752,3-5=-2744/1197,5-6=-2744/1197,6-8=-2744/1197, Me3. - 8-9=-2744/1197,9-11=-2744/1197,11-13=-2743/1196,13-14=-2743/1196, RIR 11.-\-- 14-16=-2743/1196,16-18=-2743/1196,18-19=-2743/1196,17-19=-1799/751, 19-20=-3528/1352,4-7=-1417/662,7-10=-1412/659,10-12=-1412/659,12-15=-1412/659, 15-17=-1416/662 EXPIRES: 12/31/2017 BOT CHORD 2-26=-999/2881,25-26=-1002/2877,24-25=-2009/5198,23-24=-2009/5198, 22-23=-1002/2877,20-22=-999/2881 WEBS 3-25=-744/1591,11-25=-1281/584,11-23=-1283/583,19-23=-744/1590,4-5=-213/591, 17-18=-2061580,7-8=-365/245,9-10=-536/354,12-13=-546/362,14-15=-370/248 NOTES- vERRILL 4, 1)Unbalanced roof live loads have been considered for this design. 4\C) WAS, `!J, 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=37ft; OG, ttS eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for lier2 1*3.i.' 1' °members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -!.• /� 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat -i roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-07\ i• 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs / / non-concurrent with other live loads. i? 51398 <� 5)Provide adequate drainage to prevent water ponding. `'1,4',, CIS R e 6)All plates are MT20 plates Unless otherwise indicated. S• CS 7)All plates are 2x4 MT20 unless otherwise indicated. `�IONALV' 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide May12,2017 will fit between the bottom chord and any other members. Continued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 110111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 H&H Homes K3193440 171294 604 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:22 2017 Page 2 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-pxkXi7HVH3mHQOGOhrHogHIX4JZymOxlrMylE1zHTKp NOTES- 10) A plate rating reduction of 20%has been applied for the green lumber members, 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=787,20=787. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)261 lb down and 322 lb up at 9-10-14,160 lb down and 164 lb up at 12-0-0, 195 lb down and 209 lb up at 14-0-0,199 lb down and 214 lb up at 16-0-0,188 lb down and 181 lb up at 18-0-0,188 lb down and 181 lb up at 18-10-0,199 lb down and 214 lb up at 20-10-0,195 lb down and 209 lb up at 22-10-0,and 160 lb down and 164 lb up at 24-10-0,and 261 lb down and 322 lb up at 26-11-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3 4=56,17-19=-56,19-21=-56,27-30=-20,4-17=-56 Concentrated Loads(Ib) Vert:33=-220 35=-54 37=-103 38=-109 39=-81 40=-81 41=-109 42=-103 44=-54 46=-220 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Corona,CA 92880 L_. Job Truss Truss Type 1 Qty Ply H&H Homes K3193441 171294 B03 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:20 2017 Page 1 { ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-SYcnISFEISWaA56eZQEKasDCZWwAI5Q?N2TB98zHTKr ` 11-0-0 5-5-6 0-4013 16-11114 16-5-2 -- 26-522 I 36-11 113 0-4113 35-560 31-0-0 Scale=1,65.4 11 6 12 8.00 4 4 - _ 8x8 ,i 8x8 = 8x8 3 ► 5 13 7 $sa aa7 621 6a 8 621 621 rsa 9 run �'� 1 27 28 29 £30 N CA iiN. L. M r1 2 @ ■ b cm ► 1 Ii 15 IJ r T 5..' d 20 19 18 17 16 4x12= 6x8 = 4x12 = 4x6= 4x6 5-5-6 11-11-14 { 18-5-0 I 24-10-2 I 31-4-10 i 36-10-0 5-5-6 6-6-8 6-5-2 6-5-2 6-6-8 5-5-6 Plate Offsets(X,Y)-- [2:0-0-0,0-0-2],[3:0-4-0,0-3-4],[8:0-4-0,0-4-8],[13:0-4-0,0-3-4],[14:0-0-0,0-0-2],[18:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.24 18 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.61 18-19 >722 180 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.18 14 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.24 18 >999 360 Weight:218 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 4-0-7 oc purlins,except 3-8,8-13:2x6 DF SS G 2-0-0 oc purlins(4-4-13 max.):3-13. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 4-8-12 oc brac'•.. PR WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt 3-19,13-17 ��D ores JOINTS 1 Brace at Jt(s):5,10 ca'\ A.AG1 NE S,p MiTek recommends that Stabilizer :Il -• iNd cross bracin be installed during truss erection, C, c•dance with Stabilizer .� Installation guide. � i• I S• REACTIONS. (lb/size) 2=1574/0-5-8,14=1574/0-5-8 Max Horz 2=210(LC 11) Max Uplift 2=-378(LC 12),14=-378(LC 12) Max Gray 2=1636(LC 2),14=1636(LC 2) 0 �- y A_OREGON 44/ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. G/ �,9 ' 2�'\4` �� TOP CHORD 2-3=-2517/1197,3-4=-406/101,3-5=-3559/2526,5-7=-3559/2526,7-8=-3559/2526, �w 1 zl, 8-9=-3559/2526,9-10=-3559/2526,10-13=-3559/2526,12-13=-406/101, 'V/ �P 13-14=-2517/1197 ERR PFM--\-- BOT CHORD 2-20=-880/2048,19-20=-884/2044,18-19=-2033/3995,17-18=-2033/3995, 16-17=-884/2044,14-16=-880/2048 WEBS 3-19=-1301/1746,7-19=-506/709,8-19=-737/145,8-17=-737/144,9-17=-506/709, EXPIRES: 12/31/2017 13-17=-1301/1746,4-5=-336/666,10-12=-336/666 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=37ft; S ILL eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for 8 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 JtiCI 'v WAS/4r .c-j 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat G, I roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50 0 0 • ,2, '� 4)This truss has been designed for greater of min roof live load of 12,0 psf or 2.00 times flat roof load of 20.8 psf on overhangs 0,4011111.° .�=. non-concurrent with other live loads. r•+/ 5)Provide adequate drainage to prevent water ponding. / 6)All plates are 2x4 MT20 unless otherwise indicated. I l',r 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 16 4, 51398 , w 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 O� .6'0 1 DRQ „.,_<•4/will fit between the bottom chord and any other members. L� 9)A plate rating reduction of 20%has been applied for the green lumber members. S`VONAL�'� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=378,14=378. May12,2017 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. LIFE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mail building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M[TT k e is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the v n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193442 171294 B02 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:18 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX8O-wAUOtmEDgGsxnyFS?CsVR7t?iGKrCyiwk_55GzHTKt ..- 11-015-5-6 5-101-3 9-6-13 111-11-14 18-5-0 { 24-10-2 27-3-3 301-11-13 314110 36-10-0 3f-10-p 1-0-0 5-5-6 0-4-13 3-8-10 2-5-1 6-5-2 6-5-2 2-5-1 3-8-10 0-4-13 5-5-6 1-0-0 Scale=1:65.4 5x6 * 5x6 7 3 10 34 35 Q6 12 tg7 15 38 ii ii if 4 4 v 7 8.0012 4 17 8x8 c- 8x8 = (.48x6 D 3 6 11 13 16 18 19 T. :44Niss\.... -Li r... 2 4/111.11/11. 2�D �j1/� RImai 4 I� i� 21 d O 26 25 24 23 22 4x6 = 4x6 = 4x8 = 6x6 = 4x8 = I 5-5-6 I 11-11-14 I 18-5-0 I 24-10-2 I 31-4-10 I 36-10-0 5-5-6 6-6-8 6-5-2 6-5-2 6-6-8 5-5-6 Plate Offsets(X,Y)- [2:0-0-0,0-0-21,(7:0-2-5,0-2-8],[11:0-4-0,0-4-8],[15:0-2-5,0-2-8],[20:0-0-0,0-0-21,[24:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.17 24 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.38 24-25 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 20 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.16 24 >999 360 Weight:266 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 3-7-12 oc purlins, 3-11,11-19:2x6 DF SS G except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-7-15 max.):3-19,7-15. GG Q PROF6-WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-3-10 oc• .•ir9[, OTHERS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s):6,11,16,13,5,18c.:. I ,._‘GINE.__ _ ° = MiTek recommends that Stabilizer it, i cross brach be installed during truss erection,'et.c.dance with Stabilizer -9 Installation guide. _ 89200EE__ f REACTIONS. (lb/size) 2=1819/0-5-8,20=1819/0-5-8 Max Horz 2=238(LC 35) Max Uplift 2=-619(LC 12),20=-619(LC 12) Max Gray 2=1925(LC 2),20=1925(LC 2) �' y A_OREGON �/ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G/ `�,9 O�� `�`` TOP CHORD 2-3=-3051/1147,3-4=-1966/771,4-7=-1908/888,3-5=-1016/516,5-6=-1016/516, Q 1 4,2 `` 6-8=-1016/516,8-9=-1016/516,9-11=-1016/516,11-13=-1016/516,13-14=-1016/516, M .?-;S:'14-16=-1016/516,16-18=-1016/516,18-19=-1016/516,15 17=1908/888, FR R I`-\- 17-19=-1966/771,19-20=-3051/1147,7-10=-1541/789,10-12=-1535/785, 12-15=-1541/789 BOT CHORD 2-26=-836/2499,25-26=-839/2495,24-25=-1142/2945,23-24=-1142/2945, EXPIRES: 12/31/2017 22-23=-839/2495,20-22=-836/2499 WEBS 6-25=-153/460,11-25=-754/674,11-23=-754/663,16-23=-162/460,7-8=-358/756, 14-15=-358/756,9-10=-519/453,12-13=-519/453 NOTES- V,RRILL 1)Unbalanced roof live loads have been considered for this design. 8 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=37ft; '\' OV ��WASkI '1-{-� eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for Q- <, �. -Q e' members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q • -, 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat �N - - 1f-":, C .00 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 J'-4►•'j : - . 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs 1 non-concurrent with other live loads. /�',F 5)Provide adequate drainage to prevent water ponding. lt 51398 £ 6)All plates are 2x4 MT20 unless otherwise indicated. O� ��ISTER� �� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t� 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 sst0NAL - will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. May 12,2017 continued on.uaae.2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 'I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall aviiiii building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193442 171294 B02 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:18 2017 Page 2 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-wAUOtmE_DgGsxnyFS?CsVR7t?iGKrCyiwk_55GzHTKt NOTES- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=619,20=619. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down and 216 lb up at 13-10-14,161 lb down and 166 lb up at 16-0-0,243 lb down and 296 lb up at 18-0-0,243 lb down and 296 lb up at 18-10-0,and 161 lb down and 166 lb up at 20-10-0,and 180 lb down and 216 lb up at 22-11-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,3-7=-56,15-19=-56,19-21=-56,27-30=-20,7-15=-56 Concentrated Loads(Ib) Vert:33=-177 34=-56 35=-139 36=-139 37=-56 38=-177 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!i-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ry building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193443 171294 J08 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:54 2017 Page 1 • I D:zLeYFjRjMpS HWYsoaA2HM WzKX80-t5fdQ4gZkuol FJiAZZrIz l d2jDb9GfuOBKi_MAzHTKJ • I1-0-9 5-11-4 1 15-10-3 i 1-0-0 5-11-4 9-10-15 8.00 12 7 Scale=1:63.1 3x4�i ,u, d 56 40111/ ��.0) PROPe0 "77e. „c, NG`IN� ,4 /�2 N 89200PE 9r 3 a a � OREGON�� [V� /O '41y142e' itammoniiiimmme MER R I L\- 0' O ' 8 3x4 = EXPIRES: 12/31/2017 1 5-11-4 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.05 8-11 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 8-11 >446 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.05 8-11 >999 360 Weight:37 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-3,4=0-1-8,6=0-1-8. (Ib)- Max Horz 2=386(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7 except 3=-174(LC 12),4=-158(LC 12),6=-115(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,8,6 except 2=322(LC 2),3=296(LC 22),4=255(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-492/398,3-4=-311/251 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 at joint(s)4,6. .0,RRILL B 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) ..\<,C) 4. WAS 14-2, 3=174,4=158,6=115. � 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6. le i 4r.� rr, t� 1 .47 X16 .4,�51398 X44,) ,k 513984) v,s, 14C5 May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes a K3193444 111294 JB1 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:58 2017 Page 1 4, • ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-Isv8GRj4o71BkwOxoPwE7tnjDgz5CTub6ygCVxzHTKF I1-0-Li 5-11-4 I 16-0-0 I 1-0-0 5-11-4 10-0-12 8.00 127 Scale:3/16"=1' 3x6 56 /II Ln 40 j 0 <<„,R,,,O) PR0Fes 4 0AG1N4-x? % ¢ • 89200PE 171' - 3 , 7cr,„OREGON t,„ �cia Y Ai 20\ -1;•- 2 /�il•� 14' c?;' ' 1 RRIL�- i. 8 3x4 = EXPIRES: 12/31/2017 5-11-4 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.05 8-11 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 8-11 >446 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.05 8-11 >999 360 Weight:37 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,8=Mechanical,3=0-3-3. (Ib)- Max Horz 2=413(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 3=-174(LC 12),4=-126(LC 12),6=-241(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,4 except 2=322(LC 2),3=296(LC 22),6=288(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-536/292,3-4=-355/145 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 at joint(s)4,6. ERRjj-L, & 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 3,126 lb uplift at 'cC) 0. WAS j1 joint 4 and 241 lb uplift at joint 6. CSO v.' /� 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6. fr f%T ' it gC �CT Eg84% ! � �� ,� 539cu� �SEAGSIQNAL May 12,2017 I V A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,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 H&H Homes y - K3193445 171294 H01 California Girder 1 1 Job Reference Optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:48 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-2xIMA0bo922bXOFOCIkujmN1 aoW4snm7pPFg9WzHTKP -1-0-0 2-6-0 5-6-13 5 9-1-13 11-9-4 15-0-0 11 { 6 I 1-0-0 2-6-0 3-0-13 0-3-6 3-3-10 0-3- 2-4-1 3-2-12 Scale=1:28.3 8x8 4x6 , 0-1 .0M1 21 22,4 23 19 8.0012 4.00112 6 4x6 4x6�i c'; 3 4x6 18 r, 7 c� Mi..1°°111° aliiir Iligir ,, I 401111. w 2 1 1 1 1 I L' 1 1 1 1 ''' 1 0 _ r, 28 l2 11 24 25 10 26 95x6 = 27 8 o 1 NAILED 5x6= 4x6 = 4x8 3x4 II LUS24 LUS24 LUS24 2x4 II LUS24 3x6 = 2.76 12 I 2-6-0 I 5-6-13 I 9-5-3 I 11-9-4 I 15-0-0 1 2-6-0 3-0-13 3-10-7 2-4-1 3-2-12 Plate Offsets(X,Y)-- [2:0-0-0,0-0-7j,[4:0-2-5,Edge],[5:0-2-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.05 10-11 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.12 10-11 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.06 8 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wnd(LL) 0.04 10-11 >999 360 Weight:80 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(5-5-4 max.):4-5. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'•.. a MiTek recommends that Stabilizers an. -• ">w • • - • s , •. be installed during truss erection,in- c.., • iii,$:•., : s/ Installation guide. - • O i REACTIONS. (lb/size) 8=1029/Mechanical,2=1019/0-5-8 -7 Max Horz 2=-76(LC 10) Cr" 89200PE c Max Uplift 8=-213(LC 12),2=-270(LC 12) Max Gray 8=1069(LC 2),2=1292(LC 35) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2433/506,3-4=-1750/461,4-5=-1394/404,5-6=-1703/453,6-7=-1736/361, f7GA�OREGON D � / 7-8=-991/227 \ BOT CHORD 11-12=-413/1904,10-11=-338/1429,9-10=-335/1655,2-12=-425/1993 )' 14 Z° P1 �WEBS 3-11=-504/81,4-11=-30/372,5-10=-65/492,6-10=-336/20,6-9=-293/179, /1/7 - R -'7-9=-299/1543,3-12=-22/412 NOTES- 1)Unbalanced roof live loads have been considered for this design. EXPIRES: 12/31/2017 2)Wnd:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. FRRILj 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non concurrent with other live loads. ....%\C) OF WASj7r J, 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,,e4 .„, " -.1, : 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 �4% -. -A will fit between the bottom chord and any other members. i 9)A plate rating reduction of 20%has been applied for the green lumber members. o� 10) Refer to girder(s)for truss to truss connections. 0,r 11) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 16 ,t, 51398 . , w capacity of bearing surface. Off, FGIS.).Lg�Y 4w 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) LAS. C�� 8=213,2=270. `SIGNAL ti� 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 7-6-0 from the left end to connect May12,2017 trusses)to front face of bottom chord. Continued on Daae 2 ®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,notINN. I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193445 111294 H01 California Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:48 2017 Page 2 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-2xIMA0bo922bXOFOCIkujmN1 aoW4snm7pPFg9WzHTKP NOTES- 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 9-0-0 from the left end to 13-0-0 to connect truss(es)to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 18) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)311 lb down and 225 lb up at 5-8-9,and 142 lb down and 100 lb up at 7-6-0,and 311 lb down and 223 lb up at 9-1-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 19) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-56,4-5=-56,5-6=-56,6-7=-56,8-12=-20,12-15=-20 Concentrated Loads(Ib) Vert:4=-228 20=-43 22=-228 24=-99(F)25=-89(F)26=-73(F)27=-65(F)28=-45(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MEI IS building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component ' 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193446 111294 JH2 Jack-Open 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:07 2017 Page 1 6 I D:zLeYFjRjMpSH WYsoaA2HM WzKX8O-_byY9 WgjguRvJJCgpoaL_nfLKSyepX6wBsMAKwzHTK6 i 3-7-0 4-0-13 5-8-1 3-7-0 0-5-13 1-7-4 Scale=1:18.3 3 11, 8.00 12 •\�Q`�p P R pFF00 co NG�NER //)2 ' 89200PE yr 2 ►, f�+ 4 OREGON �Q 6 /O�xl' 14,2°N P+� 6x6 = MFR R 11-�- 3x4= 4-0-13 EXPIRES: 12/31/2017 i 3-6-43-tt0 I 5-6-1 3-6-4 0 12 1-7-4 0-5-13 Plate Offsets(X,Y)-- [2:0-5-15,0-1-121[5:0-1-13.0-0-01[6:0-1-13.0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.02 5 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.63 Vert(TL) -0.06 5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MR Wind(LL) 0.01 5 >999 360 Weight:19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr G"Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6:2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=203/Mechanical,3=82/Mechanical,4=93/Mechanical Max Horz 1=79(LC 12) Max Uplift 3=-42(LC 12) Max Gray 1=219(LC 2),3=93(LC 21),4=155(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-361/0 BOT CHORD 1-6=-47/355,2-5=-355/47 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. $RRILL & ifor Ika vs)�+ .� 5 .� 0 GISIE1398gti `SJONAL ti�G May 12,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193447 171294 JH1 Jack-Open 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:07 2017 Page 1 _ t ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-_byY9WgjguRvJJCgpoaL_nfKSSO4pX6wBsMAKwzHTK6 I 1-10-3 4-4-0 I 5-11-4 I 1-10-3 2-5-13 1-7-4 Scale=1:11.5 3 8.00112 2 1 d 5 `h '4, 4 0 13 NAILED 6 6x6 = NAILED 3x4= I 1-9-7 1-19-3 4-4-0 I 5-11-4 I 1-9-7 0--12 2-5-13 1-7-4 Plate Offsets(X,Y)-- [5:0-1-13.0-0-0],[6:0-1-13.0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.02 5 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.05 5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 * Code IRC2012/TP12007 Matrix-MR Wind(LL) 0.01 6 >999 360 Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6:2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. (lb/size) 1=92/0-5-8,3=150/Mechanical,4=85/Mechanical Max Horz 1=40(LC 12) Max Gray 1=101(LC 21),3=189(LC 5),4=127(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. ��D R OF�s 6)Refer to girder(s)for truss to truss connections. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Cn G I N 5'/ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��\ �N FR c2 LOAD CASE(S) Standard CC 89200PE 7.-'____ 'V �� 1L� 8q, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 '-\ti4° WASj7r `1 Uniform Loads(plf) gro O OH Vert:1-3=-56,6-7=-20,5 10=20,4-5=-20 �r Concentrated Loads(lb) �_ Vert:6=-37(F)13=-2(F) O� OREGON �Cv/ `' `/ O 14,2 �P� 51398 w� FRRIL`- o,, �ciszEO' ,\-\'''�SSioNALti �� EXPIRES: 12/31/2017 May 12,2017 -- ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall LIN building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and 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 1 n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes • K3193448 17'1294 JHO2 Jack-Open 1 1 I ,Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:06 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-WP09xAp5vaJ2h9dTG436SZ6Ab2cP44snyCcdnTzHTK7 ' _ I 3-7-0 14-0-13 I 5-8-1 3-7-0 0-5-13 1-7-4 Scale=1:18.3 3 ' 8.00 12 <c\71,E� PRs 89200PE 1 2 4 4tOREGON D, s /0 -(/)' �4,2�gP+ 6x6= 4/7&-RIR I LL 3x4 = EXPIRES: 12/31/2017 3-7-0 4-0-13 1 5-8-1 3-7-0 0-5-13 1-7-4 Plate Offsets(X,Y)-- [2:0-5-15,0-1-121,[5:0 1-13,0 0 01,[6:0-1-13,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.02 5 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.63 Vert(TL) -0.06 5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MR Wind(LL) 0.01 5 >999 360 Weight:19 lb FT=20% BCDL 10.0 I LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6:2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=203/Mechanical,3=82/Mechanical,4=93/Mechanical Max Horz 1=79(LC 12) Max Uplift 3=-42(LC 12) Max Gray 1=219(LC 2),3=93(LC 21),4=155(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-361/0 BOT CHORD 1-6=-47/355,2-5=-355/47 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft,B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. #,RRILL eF WASj1 > r 4,F 51398 , w� °� -cismR4'' 'VONAL V,'- May 12,2017 � r a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 ' I • Job Truss Truss Type Qty Ply H&H Homes K3193449 1)-1294 JH3 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:08 2017 Page 1 • I D:zLeYFjRjMpSHWYsoaA2HM WzKX8O-SnWwMsgLRCZmxTnsNV5aX_CVWsFiY_M3Q W5ksMzHTK5 4-0-13 5-7-0 5-p.l 4-0-13 1-6-3 0-1-1 Scale=1:25.3 3 • 3x6 II 8.00 12 2 mi <<-Q`�0 P R OFFS ��co ANG,INSF (5/ � 89200P 9r 1� - ��" 12 o OREGON tv� caff, 117 �� axs= `<O q r 14,20\ P-�- 6 MFRRIL�- � 2x4 11 3x4 = EXPIRES: 12/31/2017 4-0-13 j 5-7-0 5-13r1 4-0-13 1-6-3 0-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.02 6 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.05 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCLL 0.0 Code IRC20121TP12007 Matrix-MR Wind(LL) 0.02 6 >999 360 Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr G`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=210/Mechanical,3=100/Mechanical,4=109/Mechanical Max Horz 1=123(LC 12) Max Uplift 3=-47(LC 12),4=-34(LC 12) Max Gray 1=234(LC 2),3=113(LC 21),4=121(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-Air forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. ��RRILL & 44* WwAsh >, L,0 (r 51398 `r rte CrIS'fER �s TONAL E�� May 12,2017 MOM AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not14111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193450 17'1294 JH4 Jack-Open 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:09 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-x_31aCrzCVhdYdM2xDdp4CkglGbsHRcDeArHOozHTK4 4-0-13 } 5-8-1i 7-1-0_� 4-0-13 1-7-4 1-4-15 Scale=1:30.5 4 II Id 3 8.00 3x6 II ►� �Q`ED P R OFFS' � � �� AFR �/��i ;49G210NoEp E �r ,II11101141- ��1�`� -y` ,�OREGON �� 7 ►r �'4x6 = 1:7 o ,4,2� FRRIL\- 3x4 - 2x4 II EXPIRES: 12/31/2017 4-0-13 1 5-8-1 5-8113 4-0-13 1-7-4 0412 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.02 7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.05 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BOLL 0.0 Code IRC2012/TP12007 Matrix-MR Wind(LL) 0.02 7 >999 360 Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-7:2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)3=0-1-8. (Ib)- Max Horz 1=157(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5,3 Max Gray All reactions 250 lb or less at joint(s)1,4,5,3 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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,3. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. v1i,RRILL J1� o4 WASH ->1, v. rar) ; 51398 q, �GIS.I-�g� s1 ��G�` ANAL May 12,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193451 17,1294 E01 Common Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:39 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-pCFyHxU9GHvty03HAv4nstVWUATvFtfolVaiKYzHTKY 1-0-0 5-8-0 11-4-0 + 12-4-0 -{ 1-0-0 5-8-0 5-8-0 1-0-0 4x6 = Scale=1:27.4 Special 3 \ IPA 8.00 12 M 2 iv. _ 4 �. ` 5 1 = 6 13 14 15 16 17 18 =, NAILED NAILED NAILED NAILED 5x6 -3x6 = NAILED 3x6 = NAILED I 5-8-0 I 11-4-0 I 5-8-0 5-8-0 Plate Offsets(X,Y)-- [2:0-3-7,0-1-8],[4:0-3-7,0-1-8],[6:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.02 6-9 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.07 6-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a n/a BOLL 0.0 BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.01 6-9 >999 360 Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 DF SS G MiTek recommends that Stabilizers and re. -• ors 4.1•: • be installed during truss erection,in ac •�� t0 -• rzss Installation guide. C3_ �_ Il► 1• 2 REACTIONS. (lb/size) 2=850/0-5-8,4=850/0-5-8 /fj Max Horz 2=103(LC 9) �/ Max Uplift 2=-209(LC 10),4=-209(LC 10) 4t 89200PE r Max Gray 2=917(LC 2),4=917(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1080/250,3-4=-1080/250 BOT CHORD 2-6=-174/807,4-6=-174/807y A-OREGON <(/ WEBS 3-6=0/459 G/Q �-I r 4 20'\0' 4 NOTES- /I// - R L\' 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat EXPIRES: 12/31/2017 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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. �\'0 OF WASff �-{J 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ��• Its, 0 2=209,4=209. �i M ~ ,`•:• O 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. -4 ,F f- �• • 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)561 lb down and 404 lb up at �. 5-8-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. mfr. V 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). A rr r` 4, 51398 LOAD CASE(S) Standard ��{ FCISTER� �� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 .s Cyt Uniform Loads(plf) SIONAL�� Vert:1-3=-56,3-5=-56,7-10=-20 May 12,2017 jnntintted on nane 2 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMil. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - 1<3193451 171294 E01 Common Girder 1 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:07:39 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-pCFyHxU9GHvty03HAv4nstVWUATvFtfolVaiKYzHTKY LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-483(F)13=-45(F)14=-34(F)15=-46(F)16=-46(F)17=-34(F)18=-45(F) i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMi a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component I 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes - K3193452 171294 JE1 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:02 2017 Page 1 • I D:zLeYFjRjMpSHWYsoaA2HMWzKX80-ee8f6pmasMpcDYJi 1 F_AHjyTpRM 18GtB 1 aeQeizHTKB - I -1-0-0 i 1-10-3 5-8-0 1-0-0 1-10-3 3-9-13 Scale=1:12.5 3 y 8.00 12 ' r n • 2 IF?)1 1 M 8 9 4 NAILED NAILED 3x4 = 1-9-7 1-1 3 5-8-0 i 1-9-7 0- 12 3-9-13 Plate Offsets(X,Y)- [2:0-4-5.0-0-5j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid I PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.07 4-7 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.01 4-7 >999 360 Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ I MiTek recommends that Stabilizers and re. '-¢-rirs4•r0:4 • I• be installed during truss erection,in ac ��ll� a -•I •r&S, L Installation guide. �j,l } REACTIONS. (lb/size) 3=92/Mechanical,2=149/0-5-8,4=65/Mechanical �j` � "/� Max Horz 2=73(LC 12) "� Max Uplift 3=-5(LC 12),2=-51(LC 12) 89200PE c- Max Gray 3=102(LC 40),2=168(LC 2),4=90(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- - OREGON <(/� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; L7 �'9}. 2�'\p` �'` W eave=4ft;Cat.II;Exp B;enclosed;MFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for Q � 1 4, members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' A - \- �P 2)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat R R I L roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2,00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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)3,2. ERRILL 8 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Jti 0°'1AS11 -tl 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �'G, t? LOAD CASE(S) Standard --rif p.GfS► • -.. . 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-56,4-5=-20 f Concentrated Loads(Ib) P ,p 51398 O w Vert:8=-2(B)9=-37(B) O,4 �C7STER' 14v �SSIONAL V'' May 12,2017 -- ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ,moi■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i Y1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ile k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193453 - 1 71294 JE2 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:02 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-ee8f6pmasMpcDYJi 1 F_AHjyTiRMd8GtB1 aeQeizHTKB _ -1-0-0 I 3-10-3 5-8-0 1-0-0 3-10-3 1-9-13 Scale=1:18.2 3 `c��0 P R O�F0. ,� �5 N0 1 NEAR S/°i <c, 89200PE r" 8.0012 y �i OREGON%\ --11:`�i� �4MY14, ' ERRIL ' 2 i Id EXPIRES: 12/31/2017 4 1 riftmi 3x4 = 3-9-7 3-1i9-3 5-8-0 I 3-9-7 0-0-12 1-9-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8130.0 Lumber DOL 1.15 BC 0.17 Vert(TL) -0.09 4-7 >750 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.02 4-7 >999 360 Weight:16 lb FT=20% BCDL 1.0.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 DF No,1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=101/Mechanical,2=223/0-5-8,4=54/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-53(LC 12),2=-40(LC 12) Max Gray 3=115(LC 22),2=249(LC 2),4=95(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)3,2. vs,F•RRILL 8 J\9 s4 W ASftl, 1-5, 0:� lilt,. ° 4111 lik . it, h51398 w� °..., ''G/ST-, .\-1.4)�SSj0NAL v" May 12,2017 ' AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMil• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona.CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193454 17'1294 JE3 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:03 2017 Page 1 • ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-6gi1 J9nDdfxTgiuvayWPgxVcorhUtj7KGEOzB9zHTKA -1-0-0 5-2-3 I5-8-0 1-0-0 5-2-3 b-5-13 Scale=1:23.1 3 8.0089200PECD ,7, REGON1 /1/ RR 4 3x4 = EXPIRES: 12/31/2017 5-2-3 I5-8-0 5-2-3 b-5-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.11 4-7 >614 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 ` BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.03 4-7 >999 360 Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=126/Mechanical,2=260/0-5-8,4=66/Mechanical Max Horz 2=148(LC 12) Max Uplift 3=-78(LC 12),2=-41(LC 12) Max Gray 3=145(LC 22),2=291(LC 2),4=100(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)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)3,2. , RRILL 4? Jti9 �4 WASE -t'0›, cy� .C, CIS'I�R S10NAL c.G May 12,2017 MINI IMOAWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3193455 1141294 JK1 Jack-Open 2 1 Job Reference(optional) Trus-Way, Vancouver,WA-98661, 8.110 s Apr 13 2017 MiTek Industries,Inc. Thu May 11 20:08:12 2017 Page 1 * ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-LZIRCEtsVQ3BP44dcLAWhgMBXToEUoLfK83x?7zHTK1 [ 1-0-0 i 1-10-3 3-0- 1-0-0 1-10-3 0-1-1 Scale=1:11,7 3 ri 8.00 12 �<XN P R°F&ss -7_._CC- 89200PE c 2 , Z.o 1 „ 74. ,,OREGON D' , / � <O �Y 74, ERRIU\2p� P\' 4 M - e' 3x4 = EXPIRES: 12/31/2017 I 1-10-3 2-0-9 1-10-3 0-1-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 7 >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.00 7 >999 360 Weight:8 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=142/0-5-8,4=18/Mechanical,3=37/Mechanical Max Horz 2=75(LC 12) Max Uplift 2=-55(LC 12),3=-19(LC 12) Max Gray 2=160(LC 2),4=33(LC 5),3=44(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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)2,3. #,RRiLL & JSIC) o�W L�,Gl lb.Ø94 ,`�f� ,.. A, 51398 w Off, �G/S,T g ��v �SSIONAL v- May 12,2017 t ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Nliiek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 pi— Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property 3/4' Center plate on joint unless x,y offsets are indicated. Damage or Personal Injury MINDimensions are in ft-in-sixteenths. inkApply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. or X-bracin diagonal TOP CHORDS 9 g,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0'1/16" 4 wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I a bracing should be considered. X ■_ 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 c6-7 C5-6 g supervisor,property designer,erection pro erty owner and plates 0 �"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that I Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. %IMO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing onlysime . __ a 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: till ANSIITPI I: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. si BCSI: Building Component Safety Information, Iv,1 Te k a, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate hr.) 111, Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 s it