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Plans (114) sz-06-00 R.1E ( E1%'lEi kip 4-00-00 12-04o0 23mm 12-10.00 / Sys.A 16 § R!I nl'el " gl, 11111, :�i� N('V 8 2017 �I® IIS illIllMIN■!- m. Ih,I'' I�', ISL NII 'Ii ' � .Y D11,6/ON MI fL_1! 1111■■■i' PAIIMM l 1161.9.11 111 ■ ■I�,i1� — 1 Iii .151 A•I■ t N ii �� L t �i /'■1■!■II■1■il i \�■IL �IIIIiiI ,1,-•,. �I■'iil I6 ._ '_�i►i 0 __ ., __lamII_I I„, 1111111Sys H Ho % — ■� \I■I■iii 111111W1W1 ' MEW.' "2 1itiUiAEINEM II ` li _'-�- I�L ► IMI .mi - ® . . 1 1 � �— , 111111,121 j°21411011112 idh,1� iallita �!\ J02 I■isrommk 1.111.1r,,E0 ■ i�■ MI■► 1■■■ MIIIM III■ ►N I. I ® ■ l��i '■ SI■ s •=1 --.•••---mmimmilmis NMm �1M 11 II= I® ® 01- $■ ■h ' is\ iiiiiin jI ��t1� 111i ® '®I�� j'®,�1 iiil��Ia ®n ■ ■■iIrk-1= ! � IIIELph, ql ►u_ _ E0111! IIIEI � I , MIMI M— _IJS 1o�■ ► � ily■\��■o� i'I I 0 J06 7 •I■■ ■ F02 _ j 1 1111 ill EINE. "MEM iiiiirgilallli\ ■i $ ; r � ® ® � 0 PIEE ® �rr • I -_-_ n e., � �' u', P� s N -�I� § o t I 1.0.11111U' II MI i:�II�II � :II Mil lell I. 111 1 I II Sys.N 17-00-00 SF ROOF AREA: 6235.82 CUSTOMER: WALK-IN PITCH: 4/12 JOB NAME: HOLMAN COMPANY OVERHANGS: 3'-0"Can't ii I` , (360)750-14701Vancouverrtland LOADING: 25-7-10 ::IIIIII�i, '' (503)285-2615 Portland PLAN: SMART RESIDENCE Il�,ll�ll�llu i. (360)750-1493 Fax �� 3' Ili"+:, ! I 1 - 1-877-TRUSWAY Toll Free JOB NUMBER: 173010 WIND SPEED: 140 ��"�,,,., +;,.,, I�ll1,loll I�I 3901 NE 68th Street SALESMAN JUSTIN PIERCE ++++_�,;u;,:rrc�:r�n Vancouver,WA 98661 BUILDING EXP: B .,„, . mit MiTek® M , Inc. 250iTek Klug Circle Corona, CA 92880 951-245-9525 Re: 173010 HOLMAN COMPANY The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Trus-way Inc. Pages or sheets covered by this seal: K3841333 thru K3841449 My license renewal date for the state of Oregon is December 31,2017. F EFR s-0 2 2 89200PEC. OREGON Q( 'O 9y 74,2°� MFR R I October 25,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. .. . , mit MiTek3 MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 173010 HOLMAN COMPANY The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Trus-way Inc. Pages or sheets covered by this seal: K3841333 thru K3841449 My license renewal date for the state of Washington is May 16,2019. $RRILL 4�heS4 ,WG'?G ti A� October 25,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI,TPI-1, Chapter 2. I Job Truss Truss Type YP Qty Ply HOLMAN COMPANY K3841333 173010 A01 California Girder 1 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:33:44 2017 Page 1 I D:AZpeRWlnv_xdcu2WcJaPCAyZNgg-CywlTrvlvWmY94K2_KNQS_3blcv1 La01 SpVHwzyQ8j5 I 3-11-3 I 7-4-5 7II-10- 10-5-13 10-11-11 14-4-13 I 18-4-0 3-11-3 3-5-3 tl-5-11 2-7-10 0-5-14 3-5-3 3-11-3 Scale=1:30.8 8x8 % 4x6 4.00 12 S W illior 3x4% 3x4 B E .- O R 00 4 x cv k F O MI J Y I Z MI H 3x4 = K 2x4 II 4x6 = 3x6 NAILED 4x8= 2x4 II G 3x4 = NAILED NAILED I 3-0-0 3-2-12 7-4-5 I 10-11-11 I 15-1-4 1 410 18-4-0 I 3-0-0 0-2-12 4-1-9 3-7-6 4-1-9 0--12 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc 1/deft L/d PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 H-J >999 240 MT20 :20/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.01 H-J >999 180 BCLL 0.0 Rep Stress Ina' NO WB 0.09 Horz(CT) -0.00 G n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 H-J >999 360 Weight:155 lbFT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlinxcept BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):C-D. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) K=518/0-5-8,G=518/0-5-8 , ,v PR FF Max Horz K=-30(LC 10) s Max Uplift K=-492(LC 12),G=-454(LC 9) N-� ,NGI NEF,9 sip Max Gray K=760(LC 32),G=757(LC 32) ��? /jj FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 89200 P E 9r' TOP CHORD A-B=-122/393,B-C=-154/643,C-D=-105/601,D-E=-162/618,E-F=-111/396 BOT CHORD A-K=-313/127,J-K=-313/127,H-J=-632/108,G-H=-317/116,F-G=-317/116 WEBS B-J=-674/404,E-H=-645/409,B-K=-654/481,E-G=-648/446 NOTES- 7 ,�OREGON 1�1V0 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: /Q ''9y 4 2Q l Top chords connected as follows:2x4-1 row at 0-9-0 oc. /1// ' Q' Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. V/`PRO- 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. EXPIRES: 12/31/2017 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=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;end vertical 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 . ERRIL j, 6)Unbalanced snow loads have been considered for this design. q 7)Provide adequate drainage to prevent water ponding. J� 04 WASp�, `t�� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • :411,',,,,,rv- wP 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 _I 41. ;;'_, J.;., i. 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. /1 , 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 492 lb uplift at joint K and 454 lb uplift r � at joint G. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1+ $F 51398 � 13)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. +��, CISTEg 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)486 lb up at 7-11-4,and 107 lb s`iONAL.04 down and 79 lb up at 9-2-0,and 496 lb up at 10-4-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. R�i�CdBEf�U�ndard October 25,2017 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 HOLMAN COMPANY 173010 A02 Common 2 1 K3841334 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:33:45 2017 Page 1 I ' 5-0-1 9-2-0 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-gBUhhBwwgquPnEvEY1vfeBcgIODD3_GBhTEgTPyQ8j4 5-0-1 4-1-15 15-4-0 6-2-0 Scale=1:25.8 4x6= C 4.00 12 K L 0 3x4% 4x6 A B D IA 11114, aloor A o rM d 3x4= G , F 4x8 = E 2x4 II 2x4 I 3-0-0 3-Q-1I2 9-2-0 3-0-0 0-2-12 5-11-4 l 6-2-0 LOADING (psf) 6-2-0 TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.02 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.08 E-F >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.28 Horz(CT) 0.00 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 F >999 360 Weight:66 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and re. ' .,+,s:+.■u,. c be installed during truss erection,in a - :seat . it "WA -i s REACTIONS. (lb/size) E=424/0-5-8,G=724/0-5-8 Installation guide. �\CD ' ' NEEi ss0 Max Horz G=68(LC 13) 2 Max Uplift E=-64(LC 14),G=-207(LC 14) 89200 P E 9f Max Gray E=471(LC 2),G=805(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=297/209,B-C=-574/168,C-D=-570/164,D-E=-414/179 BOT CHORD A-G=-148/284,F-G=-162/274 p OREGON 4, WEBS B-F=-333/641,D-F=-7/347,B-G=-696/475 NOTES- /O '4/y 14 2c)\ 4 1)Unbalanced roof live loads have been considered for this design. /Cn R 'L` �P 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. rl II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Unbalanced snow loads have been considered for this design. 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. �t. 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 64 lb uplift at joint E and 207 lb uplift at ,,.\\C O� ,,, `il joint G. . C e ,O 4, 51398 t �� GISTER •' ssIONALE October 25,2017 t a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. ...- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,)AP223314 11 Ilty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841335 173010 A03 Common 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:33:47 2017 Page 1 I D:AZpeR W l nv_xdcu2 WcJaP CAyZNgg-cXcR6syAB R870Y3dgSx7jch?FpuhXumU8npOtHyQ8j2 I 5-0-1 5-0-1 4-1215 I 15-4-0 6-2-0 Scale=1:25.8 4x6 = C 4.00 12 K L 3x4 q cS e D 0 N M c7, isO 3x4= G 4x8 = E 2x4 H2x4 I 3-0-0 3 -112 9-2-0I 15-4-0 3-0-0 0-2-12 5-11-4 6-2-0 LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in loc 1/deft Lid PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.02 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.08 E-F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.00 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 F >999 360 Weight:66 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and re. . .,+.s 1.r.-4 be installed during truss erection,in ac - laT93 t. t -re6) Installation guide. t� �G N .);4 REACTIONS. (Ib/size) E=424/0-6-0,G=724/0-5-8 {- F,4 Max Horz G=68(LC 13) �� 2 Max Uplift E=-64(LC 14),G=-207(LC 14) �' 89200PE 9r Max Gray E=471(LC 2),G=805(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-297/209,B-C=-574/168,C-D=-570/164,D-E=-414/179 BOT CHORD A-G=-148/284,F-G=-162/274 74 A OREGON �� WEBS B-F=-333/641,D-F=-7/347,B-G=-696/475 NOTES- 1--.<0.1::1 Y 14 20\ Q�- 1)Unbalanced roof live loads have been considered for this design. V/FR(� LL 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 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)Unbalanced snow loads have been considered for this design. 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. ,RRIj j,�q 7)A plate rating reduction of 20%has been applied for the green lumber members. ,...% 0) 0- WASH `i Protide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint E and 207 lb uplift at 'i 8) ,e, joi0 -*-4,, �1+� ,t,51398 k + GISE .e' �sST iONALV,146 October 25,2017 t t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. let Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 HOLMAN COMPANY 173010 A04 Common 2 1 K3841336 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Induies,Inc. Tue Oct 24 16:33:48 2017 Page I D:AZpeR Wlnv_xdcu2 WcJaPCAyZNgg-4jApJCyoyIG SehepD9SMGgEA9DDJGMmdNRTU3kyQ8j 11 I 6-2-0 6-2-0 I 12-4-0 6-2-0 Scale=1:22.7 4x6 = B 4.00 12 G H 3x4% A 3x4 C 0 u d N rb E o F 4x8= 2x4 II D 2x4 I I I 6-2-0 6-2-0 I 12-4-0 6-2-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.03 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 E-F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.01 E >999 360 Weight:57 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 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and re ' -• +,s 4.,•,..4 • be installed during truss erection,in ac -pan • 11 .t -4'61 REACTIONS. (lb/size) F=455/0-5-8,D=455/0-6-0 Installation guide. ��S ��G�NEF� 0%,.., Max Horz F=-65(LC 12) iL Max Uplift F=-79(LC 14),D=-79(LC 14) �� Max Gray F=506(LC 2),D=506(LC 2) 89200PE �r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-597/228,B-C=-597/228,A-F=-459/233,C-D=-459/233 WEBS A-E=-135/529,C-E=-135/529 OREGON 4/Q.- NOTES-NOTES- <O 1Y 14,20‘ v,:k" 1)Unbalanced roof live loads have been considered for this design. M[n 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. (�I L` II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Unbalanced snow loads have been considered for this design. 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. gKR.IL 8.q� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint F and 79 lb uplift at -1 joint D. 1 �F WASE. 1, litri07,94,s cs-r:.vi.:. 0 dA 16 51398,46 .5p O`5, -cGISTER V SSIONALE' October 25,2017 f I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7477 rev.10/03/2015 BEFORE USE. - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,SIAP223314.Iity Criteria,DSB-88 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 A05 Roof Special 1 1 K3841337 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:33:50 2017 Page 1 ID:AZpeR WInv_xdcu2 WcJaPCAyZNgg-16laku_3U M Wit?oCLaUgLFJbs 1 ujkChwglyb8cyQ8j? I 2-11-13 6-11-8 2-11-13 I 3-11-11 7-11-4 12-4-0 0-11-11 4.4.12 I 8x8 ,22x4 II Scale=1:23.2 4.00 C 0 F/ M. ,� A 3x6 % ,iiiiii M 2x4 A n m AA4111111klikkibli r inA II Y p min r 3x4 = F Wil G I_,3x4= 3x4 =E I 6-11-8 I 6-11-8 I 12-4-0 LOADING (psf) 5-4-8 TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.06 F-G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.17 F-G >847 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.01 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.01 F >999 360 Weight:67 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, C-D:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(10-0-0 max.):C-D. 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• ' -• •��,s 4 rr•, be installed during truss erection,in ac - •alesh .It -,I -Rs REACTIONS. (lb/size) E=525/0-6-0,G=495/Mechanical Installation guide. ,N5 ..,. EFS Si0 Max Horz G=128(LC 51) 2 Max Uplift E=-184(LC 11),G=-119(LC 14) z-c89200PE 9 Max Gray E=586(LC 2),G=656(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-698/276 BOT CHORD F-G=-291/723,E-F=-185/597 OREGON �lV� WEBS C-F=0/262,C-E=-708/267,B-G=-899/354 1- 47 IN NOTES- /Q ,f� `L �' y45 °\ 1)Wind:UnbalancedASCE roof live loads have been considered for this design. R R I Lk- �P 2) 7-10;Vult=14Omph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 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. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .0,RR1LL 6 4‹.99 O�WASg �q�1 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. 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 184 lb uplift at joint E and 119 lb uplift ;. .. < f y� at joint G. ► U /� .� 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. \ V 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)167 lb down and 262 lb up at fer 7-9-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. �',P51398 �, LOAD CASE(S) Standard 0,k-6."3,,-G1ST .ER� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15IONAL' Continued on Daae 2 October 25,2017 4A4 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev.10/03/2015 BEFORE USE. �M1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 overallMill building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,lVA 2231q Klug Circle lily Criteria,DSB-89 and BCSI Building Component Corona, Cna,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 A06 Roof Special 1 1 K3841338 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:33:52 2017 Page 1 2-11-13 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-zVPK9a?J0zmQ7JyaS?XIQgOpAgaCC3iD13RiCVyQBiz 6-it-8 7-11-4 12-4-0 I 2-11-13 3-11-11 0-11-11 4-4-12 1 Scale=1:24.5 8x8 % 4.00 12 1 .---------8 2x4 H 1 .- 3x6 B n ri 2x4 H 11100' r A n CI Le m 3x6= G H 3x4 = F 6x6 = 6-11-8 12-4-0 6-11-8 5-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.71 Vert(LL) -0.06 G-H >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.17 G-H >844 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.02 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.02 G >999 360 Weight:70 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, C-E:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(10-0-0 max.):C-E. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-6-10 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and re. 'Q• , s.,i,�.,� c be installed during truss erection,in ac - .t�sa 4. "M.% -rFs Installation guide. Gj �('j(NF �$'/O REACTIONS. (lb/size) F=581/0-6-0,H=507/Mechanical ( o E- MaxHorz H=170(LC11) Max Uplift F=-193(LC 11),H=-95(LC 14) "<' 89200PE 9c Max Gray F=729(LC 31),H=745(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-967/521 Ci Ct. BOT CHORD G-H=-427/793,F-G=-609/885 4OREGON �4/ WEBS C-G=0/250,C-F=-1049/802,B-H=-987/321CK NOTES- �O ��Y 14,2511''‘ Q# 1)Unbalanced roof live loads have been considered for this design. �`R R(L` 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 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. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . $RRII-1,4, will fit between the bottom chord and any other members. q, 8)A plate rating reduction of 20%has been applied for the green lumber members. J� Q4 WASg41, ThC{ 9)Refer to girder(s)for truss to truss connections. ,,,l' Q - 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 193 lb uplift at joint F and 95 lb uplift at �` r4- • o joint H. ��_ •�ES4 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. d 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)99 lb down and 122 lb up at ler 9-9-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. .d� 51398_,-, ty� LOAD CASE(S) Standard It!, -Grsmv'' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 sSIONALE,� opontinupd nn nage 2 October 25,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 HOLMAN COMPANY 173010 B01 Roof Special Girder 1 K3841339 2 Trus Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:33:53 2017 Page 1 3-11-1 7.1.1 7 10 3 ID AZpeeRWlnv_xdcu2WcJaPCAyZNgg-RhziMwOxnHvGkTXn0j2Xztx65ExDxXWMXjAFbryQBiy 3-11-1 3-2-0 I 0-9-3 l 13-1-10 I 15-2-1 19-4-0 5-3-7 2-0-7 4-1-15 Scale=1:33.0 8x8 % 4.00 12 3x4= 2x4 H C. in n 0 �t m ►� 3x6 r M n Y N n _ N �I n L '' N �l �r- tr �/ L 6 lir ��' 3x4= H � I G 2x4 II 6x6 = 3x4 = F HUS26 4x6= i 3 0 0 3 12 7-1-1 I 13-1-10 15-2-1 3-0-0 0--12 3-10-5 6 0-9 2 0 7 4-1-15 Plate Offsets(X,Y)— [H:0-3-0,0-3-12) 4-1-15 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) 0.05 G-H >999 240 MT20 220/1 TCDL 7 0 Lumber DOL 1.15 BC 0.17 Vert(CT) 0.09 G-H >999 180 BCLL p 0 * Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.03 G-H >999 360 Weight:220 Ib FT=9520% LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- C-E: DF SSG TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 2x6 SSD G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-E. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci ���E� I PR OFFS REACTIONS. Max(lb/ 1. ine) F=899/0-6-0,1=1839/0-5-8 \GJ ANG I NEF9 s jO MaHorz 1=90(LC 47) Max Uplift F=-393(LC 9),1=885(LC 12) Max Gray F=1164(LC89200PE vt- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-194/401,B-C=-2816/1383,C-D=-2395/895,E-F=-250/93 BOT CHORD A-1=-340/200,H-I=-374/181,G-H=-1343/2641,F-G=-933/2395 Q Q WEBS B-H=-1233/2652,C-H=-553/694,C-G=-675/950,D-G=-238/395,D-F=-2469/950, G/ OREGON A, B-I=-1683/771 O )' 14,2Q P-.- NOTES- ,f I 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: V/�R mit 1- 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:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. EXPIRES: 1231/217 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. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 gR AS1 8 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 a`� 04 WASI��, `tJ roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 V 6)Unbalanced snow loads have been considered for this design. f� /=►�T;,� Q.-•N X75 7)Provide adequate drainage to prevent water ponding. r �i^ -'>> 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 74„ 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. �� 5139$ c� <� 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 393 lb uplift at joint F and 885 lb uplift �+, �GIS7 ER Y at joint I. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,& at 13) Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 6-11-4 from the left end to connect truss(es)to back face of bottom chord.tOArltTiiUedlwra iao g where hanger is in contact with lumber October 25,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MilI Design valid for use only with MWTek®connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPSafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 2233Q1q Ilty Criteria,DSB-89 and BCSI Building Component 250g Circle Corona, ronnaa,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841340 173010 B02 Roof Special 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:33:56 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-rGfr x3p4CHrcwFMhrbEaWZXiRx48tOoDhPwLGyQ8iv 7-2-13 I 9-10-3 13-1-10 24-7-0 7-2-13 2-7-6 3-3-7 11-5-6 Scale=1:41.7 4.00 112 8x8 DD 3x6 = 3x4 = 2x4 II C Il ►� Ci CI CA CAF ►� MI ►i N 4X6 i t / Idi. ' B es, N ,,:i-, R �✓ N RPM A NM r. r Y, i N' M L K, JI 3x4= 2x4 II 5x6= 3x4= 5x6 = 6x6= 3-0-0 3-$-12 7-2-13 I 13-1-10 19-0-7 19-¢12 24-7-0 3-0-0 0-2-12 4-0-1 5-10-13 5-10-13 0--5 5-6-4 Plate Offsets(KY)— FJ:0-2-13,0-3-2],fK:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.06 L-M >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC0.28 Vert(CT) -0.15 >999 8 0 L-M 1 0 TCDL 7.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.02 K n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.04 L-M >999 360 Weight:127 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 5-7-0 oc purlins, C-H:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-H. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci ^. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt E-K GY0 PR OFF MiTek recommends that Stabilizers-, •• 'wog ., be installed during truss erection,i 4r. ngr ith Stabiliz-19 , Installation guide. REACTIONS. (lb/size) J=44/Mechanical,K=1060/0-5-8,N=899/0-5-8 89200PE r Max Horz N=133(LC 11) Max Uplift J=-35(LC 51),K=-305(LC 11),N=-279(LC 14) Max Gray J=80(LC 45),K=1585(LC 30),N=1251(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O OREGON !oma TOP CHORD A-B=-321/419,B-C=-1270/619,C-E=-1346/648,E-F=-148/427 �4- �4 �,I ` As BOT CHORD A-N=-350/331,M-N=-350/143,L-M=-733/1235,K-L=-563/1346,J-K=-377/214 Q Y 14,2 Q"'V WEBS B-M=-886/1450,C-M=-301/320,E-K=-1900/853,B-N=-1121/594,F-K=-768/299, /� F-J=-184/427 FR R10- NOTES- 1) 10-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)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 �RRIL� 4)Unbalanced snow loads have been considered for this design. . 5)Provide adequate drainage to prevent water ponding. 40 Ov WASFj TJ 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 �►� /y ; 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. If 9)Refer to girder(s)for truss to truss connections. Illit V 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint J,305 lb uplift at 47 joint K and 279 lb uplift at joint N. 51398 `� 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �Q ��CISTEg�Y 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)65 lb down and 121 lb up at Lc's 9-10-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. `rIONALE� LOAD CASE(S) Standard October 25,2017 Continued on Dane 2 1 I WM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mint Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 HOLMAN COMPANY 173010 B03 Roof Special 1 1 K3841341 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:33:58 2017 Page 1 ID:AZpeRWln 19xd0cu2 Wc .JaPCAyZNgg-ofnbPd44cpXZrEPkpGei-7-0 dcs65g?u0P9yQ8it 5-11-1 11-1-1 11-11-11 I 5-11-1 5-2-0 24-7-0 0-10-11 7-1-1 I 5-6-4 Scale=1:41.7 8x8 2x4 I 4x6 = 4.00 12r Q R ,^p F 3x10 % ® N O M mA X J v 0 ►i 1. 3x4= K J 3x4 i 3x4 = I H G 5x8= 304 I I 3-0-0 3.0-0 11-1-1 19-0-12 8-1-1 246-40 Plate Offsets(X,Y)-- f1:0-4-0.0-3-0] 7-11-12 I 5-s-4 ---,--7mlmIlIMIMMMMMMMl.IMMM.Ml..l..M..MMMMM1.' LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.06 J-K >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.17 J-K >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 H n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.02 J >999 360 Weight 126 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G'Except' BRACING- C-4:2x6 DF&SSB G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF ND &Btr G except end verticals,and 2-0-0 oc purlins(10-0-0 max.):C-F. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brat'^• 6-0-0 oc bracing:A-K. �r`1 t 1-f QFF WEBS 1 Row at midpt C-I �G MiTek recommends that Stabilizer :'t, - itSdecross braciftd9 be installed during truss erection,' e dance with Stabilizer REACTIONS. (lb/size) H=51/Mechanical,1=1009/0-5-8,K=801/0-5-8 Installation guide. gQ?DOPE Max Horz K=146(LC 13) Max Uplift H=-35(LC 51),1=-289(LC 11),K=-214(LC 14) Max Gray H=126(LC 30),I=1305(LC 30),K=1106(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. , OREGON tx !✓✓� TOPTOP CHORD A-B=-416/554,B-C=-736/185 /Q '9y •4+20� � BOT CHORD A-K=-449/435,J-K=-202/727,I-J=-145/617 WEBS C-J=0/288,C-I=-858/239,D-I=-756/294,B-K=-1446/680 MFR RI LV- 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)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. ,$PJ JLL 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. • �W�S 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 Gl �� will fit between the bottom chord and any other members. -41 /�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 35 lb uplift at joint H,28 joint I and 214 lb uplift at joint K. 289 lb uplift at /g3, 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q ��51398 w� 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)53 lb down and 155 lb up at cISTER 11-10-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. `rSI zyC� �NALE LOAD CASE(S) Standard *Continued nn nane 7 October 25,2017 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see uaSafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVAPI1 22314 Irty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 804 Roof Special 1 1 K3841342 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) ID:AZ 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:00 2017 Page 1 2-11-1 8-1-1 8- 13 10-11-11 peRWInv_xdcu2WcJaPCAyZNgg-k1uMgJ6K8RnH4XZ7whgAlMkDh3Hw4i2081N7U1yQ8ir 2-11-1 1- I 15-7-11 '0-5.12 21-7-06-4 5-2-0 0- -13 2-8-14 5-6-4 Scale=1:37.3 8x8 ---= D 4.00 12 2xq II 4x6 = WO 3x10 % M u B 2x4 II eON- M A woo" u+ A co r1 0 L3x6 = K 3x4= J I H 5x8= 3x4 11 I 8-1-1 16-0-12 8-1-1 7-11-12 I 21-7-0 Plate Offsets(X.Y)-- (J:0-4-0.0-3-0] 5-6-4 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.07 K-L >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.22 K-L >859 180 BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code IRC2015lTPI2014 Matrix-MS Wind(LL) 0.03 K >999 360 Weight:121 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- C-G:2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(10-0-0 max.);_C-G. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci WEBS 1 Row at midpt C-J X03 PR OFFS MiTek recommends that Stabilizers-`'it� . la$N- i • r�/ be installed during truss erection,i 'ice"•=n ith Stabiliz-f4 REACTIONS. (lb/size) 1=38/Mechanical,J=1172/0-5-8,L=623/0-5-8 Installation guide. Max Horz L=185(LC 51) 89200PE r Max Uplift 1=-69(LC 31),J=-340(LC 11),L=-117(LC 14) Max Gray 1=110(LC 45),J=1531(LC 30),L=908(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1265/538 _ '/O A,OREGON ��� BOT CHORD K-L=523/1041,J-K=596/1146 �'! WEBS B-K=-71/334,C-K=0/301,E-J=-807/371,B-L=-1210/450,C-J=-1464/828 /7// ' I Y 1 4+ - P NOTES- V/�R R I 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. EXPIRES: 12/31/2017 ll;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 5)Provide adequate drainage to prevent water ponding. $ItRIj Z 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *�� pF wAsg t� will fit between the bottom chord and any other members. �. 8)A plate rating reduction of 20%has been applied for the green lumber members. , A/ 'VC' e' �p 9)Refer to girder(s)for truss to truss connections. moi• � '+' 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint I,340 lb uplift at joint J and 117 lb uplift at joint L. -1f 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down and 123 lb upat �� �,�51398 Chi 10-10-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. �+{'- �1$TT,. �� LOAD CASE(S) Standard srI�NALE � Continued on Dane 2 October 25,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII• F 7473 rev.10/03/2015 BEFORE USE. ma Design valid for use only with MiTek connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 223314.iity Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841343 173010 B05 Roof Special 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:02 2017 Page 1 I D:AZpeRWlnv_xdcu2 WcJaPCAyZNgg-gQo6F?7af21?KrjV26iegnpXys_AYe5hbcsEYwyQ8ip 1 4-5-0 I 8-7-9 9-6-3 12-7-4 3-2- 18-1-8 1 4-5-0 4-2-8 0-10-11 3-1-1 6-6-16 4-11-5 8x8 % 3x4= 2x4§pale=1:32.7 4.00 12 `, ►� ►ii P ►� �� ►/ G 1101111 E 3x6% C N n 3x4 11 105 A Bin aS cS N_ uS N M L / \ I ° K 3x10= J 3x4 =-,- =H 3x4= 6x6 I 8-7-9 1 12-7-4 18-1-8 8-7-9 3-11-12 8-6-4 I Plate Offsets(X,Y)- 11:0-2-13.0-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft lid PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.09 K-L >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.27 K-L >551 180 BOLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.01 J n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) -0.01 I-J >999 360 Weight:113 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, D-G:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):D-G. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'• mai - WEBS 2x4 DF Stud/Std G 6-0-0 oc bracing:I-J. 4 II r ri°Per, MiTek recommends that Stabilizers-•a -.• Ia$(i�e. • c$/jO be installed during truss erection,i e4r•-ng- ith Stabiliz-f9Cl Installation guide. 414 REACTIONS. (lb/size) 1=176/Mechanical,J=791/0-5-8,L=493/Mechanical89200f'E Max Horz L=196(LC 11) Max Uplift 1=-79(LC 51),J=-185(LC 11),L=-90(LC 14) Max Gray I=314(LC 30),J=832(LC 30),L=682(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4!✓Q Cir TOP CHORD C-D=-415/177 G ,�OREGON BOT CHORD K-L=-166/489,J-K=-100/328 /Q '91' 14 2°\ 4 WEBS D-K=-14/273,D-J=-631/129,E-J=-488/185,C-L=-573/187 /I Q NOTES- /1/ NOTES- R1,0- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. EXPIRES: 12/31/2017 II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 5)Provide adequate drainage to prevent water ponding. .ccRRILL, B 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a�� WASp,' 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 O -``It �' will fit between the bottom chord and any other members. �C $. • i,, G'1, �� 8)A plate rating reduction of 20%has been applied for the green lumber members. fie• c o=, O 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint I,185 lb uplift at joint -/-. )' JJ and 90 lb uplift at joint L. ,t� 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,d•0 51398 c, w4 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)143 lb down and 155 lb up at Or{+L.SS -G.[ST'ER�Y 9-5-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IONALEO October 25,2017 J:nntinitr d on nave 2 0 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 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 HOLMAN COMPANY 173010 B06 Roof Special K3841344 1 1 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:03 2017 Page 1 4-5-0 ID:AZpeRWlnv_xdcu-7-4 CAyZNg3-BcaUSL8CQM9sx?Hic18-1-8 hfGKOH2vggGbn4MyQ8io I 4-5-0 { 8-7-9 9-6-3 12-7-4 ?3-2- 18-1-8 4-2-8 0-10-11 3-1-1 0-6-1 I 4-11-5 8x10 % 3x4 = 2x4 Pcale=1:32.9 4.00 12 0 O p 3x6 % O C • v 3x4 II AB N N CS r• u5 N B z N M L 3x10 = K J 3x4 = 3x4= 6x6 = I 8-7-9 12-7-4 8-7-9 l 3-11-12 I 5-6-4-8 Plate Offsets(X,Y)-- LJ:0-2-13,0-3-3) LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.09 L-M >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.27 L-M >551 180 MT20 220/195 BCLL 0 0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.01 K n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 L-M >999 360e Weight:116 lb FT=20/o LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- D-4: DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4:2x6 D 1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):D-H. WEBS 2x4 DF Ntud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra '•.r cam, 6-0-0 oc bracing:J-K. �`li t't5 QFe MiTek recommends that Stabilizers-,i rpg coosd> be installed during truss erection,i `-(kr.:n�wwith Stabiliz f4 v REACTIONS. (lb/size) J=178/Mechanical,K=918/0-5-8,M=509/Mechanical Installation guide. Gf✓ Max Horz M=237(LC 11) 4 89200NE �' Max Uplift J=-78(LC 11),K=-265(LC 11),M=-86(LC 14) Max Gray J=303(LC 30),K=1167(LC 31),M=751(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q TOP CHORD C-D=-5551215 ; ,�OREGON �j BOT CHORD L-M=-275/552,K-L=-214/476 tt WEBS D-L=0/265,D-K=-857/443,F-K=-582/296,C-M=-651/173 /O 1'7 * 14 ,2.1p BOT P,�� NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right EXPIRES: 12/31/2017 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. 5)Provide adequate drainage to prevent water ponding. EiLL 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9 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 `�� O�WASE �{> 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. �"�`'� � 9)Refer to girder(s)for truss to truss connections. ` _�" ' ddi 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint J,265 lb uplift at l joint K and 86 lb uplift at joint M. i f Ir 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)149 lb down and 123 lb up at �"�9 ip 51398 t{� 11-5-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. +4", �GISTER� LOAD CASE(S) Standard sSIONAL �� f ontinnPd nn:lane.2 October 25,2017 b A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall11111 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 223314 Ilty Criteria,DSB-89 and BCSI Building Component 250g Circle Corona, ronnaa,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 B07 Roof Special 1 1 K3841345 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:08 2017 Page 1 I D:AZpeR WI nv_xdcu2 WCJaPCAyZNgg-VaNN W2CLFun82mAfOMp2423YQH 1 ayM WazYJYmayQBij 4-5-0 4-5-0 I 8-7-9 9-6-3 1 12-7-4 113-2- 17-1-8 18-1-8 4-2-8 0-10-11 3-1-1 0-6-1 3-11-5 1-0-0 4x6 % 2x4 I I Scale=1:39.4 F ►t T ►t H U J 4.00 12 8x8% R � � 11 ►/ 2x4 11 D -_ Y x/ w�. 3x6% �11661I' C 2x4 11 3x4 11 r B N A m N y N_ �1 N 6IY MI Q P O �� N ML 3x10 = 3x4 = 3x4= 3x10 = 8-7-9 1 8-7-9 3-11-12 1 g 18-1-8- LOADING (psf) TCL[(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.09 0-P >999 240 MT20 220/195 TCD[ 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.27 0-P >552 180 BCL[ 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.01 N n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) -0.01 M-N >999 360 Weight:129 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, D-K:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):D-K,F-J. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Exce•t: WEBS 2x4 DF Stud/Std G 6-0-0 oc bracing:M-N. JOINTS 1 Brace at Jt(s):I,E,G RED P R OFFS MiTek recommends that Stabilizers-,`:1t itfiY-.. e ' �'/ be installed during truss erection,i `e"•=ng- ith Stabiliz-f9 REACTIONS. (lb/size) M=254/Mechanical,N=770/0-5-8,P=472/Mechanical Installation guide. �� Max Horz P=227(LC 11) 892001'E r Max Uplift M=-152(LC 11),N=-138(LC 14),P=-67(LC 14) Max Gray M=448(LC 34),N=1028(LC 35),P=696(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G OREGON tx� c4/ TOP CHORD C-D=-448/134,I-M=-378/313 BOT CHORD O-P=-167/497,N-0=-88/366 WEBS D-0=-12/270,D-N=-637/170,E-N=-442/178,C-P=-581/141,E-F=-342/151,G-H=-289/251 ��41 . 14,2�e,P'4" NOTES- FR R I L\- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. EXPIRES: 12/31[2017 II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. o,RRILL q 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t9 O-v WAS, , + 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. r1, i. Op ,,,,,,....7.:1-;:,:,,,j' 'P8)A plate rating reduction of 20%has been applied for the green lumber members. p .-9)Refer to girders)for truss to truss connections. � ,. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint M,138 lb uplift at \..1 joint N and 67 lb uplift at joint P. /1 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)119 lb down and 107 lb up at ��Q '�$139A w 13-5-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. +'t GISTERti9 �� LOAD CASE(S) Standard ssI0NALV:' Continued an Daae 2 October 25,2017 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. �•111 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P o Corona,aCircle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 C01 California Girder 1 K3841346 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 ` 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:14 2017 Page 1 ID:AZpeR Wlnv_xdcu2 WcJaPCAyZNgg-Kkkem5H6rkYlmhdpldwSJJJibi5zM2wSMUmtzDyQBid � 22-10-12 2-10-123-11-3 7-1-4 -10-3 15-0-0 17-7-6 1 22-1-13 22-9 26-11-15 13-11-3 3-2-1 d-8-15 7-1-13 2-7-6 4-6-7 a7- 4-1-3 0-1-13 Scale=1:47.1 4.00 12 8x8 % 8x8 = 8x8 3x4 % C .s p„,,,, P 0,-, R S i�� T U i5 V o4 W F., X �Y Z E 1.411 B or�, Y 3x4 F N N O nA N N _:./ 7?11 11 11 IIS II II 11 II y— K J AA AB AC AD I AE AF AG AH H G 3x4 = 2x4 II 3x4 = NAILED NAILED NAILED 6x8 NAILED NAILED NAILED 3x6 2x4 H NAILED NAILED I 3-2-12 1 5-2-12 1 7-1-4 1 15-0-0 i 17-7-6 1 22-10-12 1 26-11-15 I 3-2-12 2-0-0 1-10-8 7-10-12 2-7-6 5-3-7 4-1-3 Plate Offsets(X,Y)-- (D:0-4-0,0-4-81,[E:0-4-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip Vert(LL)1.15 TC 0.20 Vert LL) -0.08 I >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.19 H-I >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.57 Horz(CT) 0.02 G n/a n/a BCDL 10.0 Code IRC2015/rP12014 Matrix-MS Wind(LL) 0.06 I >999 360 Weight:262 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, C-D,D-E:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-E. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied 6-0-0i WEBS 2x4 DF Stud/Std G or oc brac •i PR 0pr. REACTIONS. (Ib/size) G=1071/0-5-8,K=1612/0-5-8 ..- SS NGINEF 4.,Max Horz K=58(LC 11) 4� 9 Max Uplift G=-295(LC 9),K=-557(LC 12) 89200PE 9 Max Gray G=1168(LC 32),K=1886(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-225/787,B-C=-838/449,C-D=-3219/1016,D-E=-3219/1016,E-F=-1909/519, F-G=-1143/3040 Cr BOT CHORD A-K=-672/238,J-K=-672/231,I-J=-427/871,H-I=-511/1813 A-OREGON ,, WEBS C-J=-935/385,C-1=-796/2589,D-1=-963/468,E-I=-540/1555,E-H=-327/225, L/O�q Y14 4,2-°4,,,..v...4 4• � F-H=-485/1771,B-K=-1747/464,B-J=-404/1545 pI Q' NOTES- flit, R I L\-- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. EXPIRES: 12/31/2017 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. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. .0,RRILL II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ▪It?, plate grip DOL=1.60 ,J19 OF WASjI4 d'J, 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 ,,� �; c) �� roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 Ad� .'..- p 6)Unbalanced snow loads have been considered for this design. ��' F fSA"' 7)Provide adequate drainage to prevent water ponding. rti� ,` 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -7'r 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •,�i 51398 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. �+('„ct,��GIST ER� 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 lb uplift at joint G and 557 lb uplift S at joint K. S IONAL-V' 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) "NAILED”indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. October 25,2017 1.nntiniter1 nn nave 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI/-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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. p Corona,o Circle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 CO3 California K3841348 1 1 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:17 2017 Page 1 5-2-12 11-1-4 11-10-3ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-kIQn07J_7fwtd9MOQIT9xxx8ov6vZIRu2SXaYyBia 5-2-12 15-0-0 18-1-13 1 -10-1 5-10-8 0-8-15 3-1-13 I 3-1-13 0-8-15 5-10-8 24-9-4 I _ 1-9-2 Scale=1:45.1 8x8 % 2x4 II 8x8 4.00 12 , C u v W�, x ,-,v z, 4x8 % B 3x4 S F 5x6 . G d0 H nA J M di y♦ lel, O N 3x4= 2x4 II 4x10= M L K J I 5x8= 3x4 = 4x6 = 3x6 II I 5-2-12 5-p18 11-1-4 5-2-12 0112 5_7-12 I 15-0-0 18-10-12 2 Plate Offsets(X,Y)-- 3-1D12 3-10-12 510-8 26-6-6 (E:0-4-0,0-3-81,(M:0-4-0,0-3-O1,fN:0-3-4,0-1-12J 1-9-2 LOADING (psf) TCLL(root) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.07 M >999 240 TCDL Lumber DOL 1.15 BC 0.29 Vert(CT) -0.13 M-N >999 180 MT20 220/195 7.0 RepStress Incr YES BCLL 0.0 * WB 0.97 Horz(CT) 0.03 J n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.04 M >999 360 Weight:134 lb FT=20/o e LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- C-E:2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-E. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra '• 6-0-0 oc bracing:A-O,N-O. Gy?,r..."QFe MiTek recommends that Stabilizers-,:�"" -. Es�Jtei s(9/O be installed during truss erection,i -cg/r.<nN- ith Stabiliz-(9 REACTIONS. (lb/size) 0=1631/0-5-8,J=1123/Mechanical Installation guide. Gr✓ Max Horz 0=80(LC 13) 89200F'E r Max Uplift 0=-485(LC 14),J=-245(LC 14) Max Gray 0=2058(LC 34),J=1348(LC 34) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'Cn ./ TOP CHORD A-B=-492/701,B-C=-1692/393,C-D=-1993/508,D-E=-1993/508,E-F=-2068/498, OREGON _. F-G=-1162/303,G-J=1342/309 /O 9 J/ 4,20� VtX T- BOT CHORD A-0=-580/493,N-0=-580/487,M-N=-347/1551,L-M=-390/1897,K-L=-251/1149 ^I WEBS B-0=-1880/726,B-N=683/2197,C-N=-539/285,C-M=-210/646,D-M=-555/267, �'/��R't� E-M=-240/309,F-L=-264/863,F-K=-987/335,G-K=-380/1568 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)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 . ERRILL 4)Unbalanced snow loads have been considered for this design. B 5)Provide adequate drainage to prevent water ponding. 1���4 WAS././ `i1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 109,00;004 y i/ i— Jam' C{� 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 'te -ii��/6,k' W. will fit between the bottom chord and any other members. r� 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 485 lb uplift at joint 0 and 245 lb uplift 5vr 13 t at joint J. ��+ 51398 c{ 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. O�t� CISTER, 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)340 lb down and 246 lb up at r'I 1G 11-11-4,172 lb down and 132 lb up at 14-0-0,and 172 lb down and 132 lb up at 16-0-0,and 340 lb down and 246 lb up at �NALE 18-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. GO°11P4°�Q�O� .A.. October 25,2017 I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overalllet building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22331q lily Criteria,DSB-89 and SCSI Building Component CKlug Circle Cooo ronnaa,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 C04 California 1 1 K3841349 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:19 2017 Page 1 5-2-12I D:AZpeR Wlnv_xdcu2 WcJapCAyZNgg-ghYXppKFfGAasSWmYAWdOMOSOjnQ 1 BoBVmTdfRyQ8iY 11-1-4 1III-10. 15-0-0 18-1-13 110-i2 24-9-4 26-6-6 5-2-12 5-10-8 0-8-15 3-1-13 3-1-13 0-8-155-10-8 1-9-2 Scale=1:45.1 8x10 % D G 4.00 12 2x4E `8x8 V .0 �� 4x8 U AC 3x4 H 4x6 0 I J 4 Aco _ \41°1114NO- [7 u. 6 J p Q P 0 N M L /I 3x4 = 3x6 K 4x10 = 5x8= 3x4 = 4x6 = 3x6 H I 5-2-12 5-p-18 11-1-4 5-2-12 0-2-�12 I 15-0-010-118-10-12 24-9-4-126-6-6-9-2 5-7-12 3-10-12 3-10-12 5-10-8 1.9.2 Plate Offsets(X,Y)-- (0:0-4-0.0-3-0],fP:0.3-4.0-1-12] LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.07 0 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.13 0-P >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.03 L n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.06 0 >999 360 Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, C-F:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-F. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci WEBS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s):E E.1) PR OFF MiTek recommends that Stabilizers- I�9u -.• 1€01114-g14* s"� be installed during truss erection,i e4r•:nge ith Stabiliz-f4 REACTIONS. (Ib/size) Q=1386/0-5-8,L=908/Mechanical Installation guide. Max Horz Q=93(LC 13) 89200Pt r Max Uplift Q=-463(LC 14),L=-226(LC 14) Max Gray Q=2033(LC 34),L=1327(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON 4/ TOP CHORD A-B=-499/720,B-C=-1681/951,C-E=-1918/1449,E-F=-1918/1449,F-H=-2057/1175, H-I=-1123/530,1-L=-1323/606 / 9y 0\2- BOT CHORD A-Q=-601/504,P-Q=-601/498,0-P-799/1549,N-0=-1008/1898,M-N=-447/1096 O 7 4 2 Q+ WEBS B-Q=-1850/1055,B-P=-1331/2217,C-P=-548/472,C-0=-440/527,E-0=433/433, V/`R R I LA H-N=-574/830,H-M=-927/503,I-M=-624/1484 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)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 .$RRILL B 4)Unbalanced snow loads have been considered for this design. a�9 04 WAS� A.� 5)Provide adequate drainage to prevent water ponding. Lf 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ d% o t; • 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide r. �,f'y • will fit between the bottom chord and any other members. s 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. j . 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 lb uplift at joint Q and 226 lb uplift T at joint L. ��+ �, 51398 t� 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �,..7 ��'IS I Ems° s'310NALE.� October 25,2017 t k 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 t6 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVA 223314�ity Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 CO5 Roof Special 1 1 K3841350 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:20 2017 Page 1 ID:AZpeR Wlnvxdcu2 WcJaPCAyZNgg-8t6v19LtQaIRUc5z5t1 sZaZe675ommgLkQDBBtyQBiX 14-11-8 I 6-11-1 13-1-0 6-11-1 6-2-0 13-11-41 1p-6-0 21-0-3 26-6-6 0-10-3 1-0-4 d-6-8 5-6-3 I 5-6-3 Scale=1:47.4 8x8 4x6 = 2x4 II 3x10 = 2x4 II 4.00 12 1001111E ►� „...i. •�� F 0,,,, ea AB el", Y y 3x10 ----- r Y B v I, lit, .. U T SR Q M L K J 3x6 = 2x4 i 2x4 II 3x10 = 2x4 II 2x4 II 4x6 = 3x10= 6x10= 6x10 = 3-0-0 6-11.1 15-6-0 13-1-0 1 14-11-8 1 5-@ 21-0-3 3-40 3-11-1 6-2-0 1-10-7 0--6-a 5-6-3 5-63 I 26-3 2 0-6--171 Plate Offsets(X,Y)-- fA:0-1-5,Edge],fN:0-3-0,0-3-01,fP:0-7-4,0-4-12] 0-0-86 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 0.52 Vert(LL) -0.03 S-T >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.09 S-T >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.48 Horz(CT) 0.01 J n/a n/a BCDL 10.0 Code IRC2015fTP12014 Matrix-MS Wind(LL) 0.02 S-T >999 360 Weight:165 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, C-H:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-H. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra '••Ycam, D-R,E-L:2x4 DF Stud/Std G 6-0-0 oc bracing:A-U. �`� f'r1 QFF WEBS 2x4 DF Stud/Std G 6-0-0 oc bracing:P-R <<G s � 10-0-0 oc bracing:L-N �� ANG]GINE '. `r/0 MiTek recommends that Stabilizer-4 I1 -quired cross bracing. , be installed during truss erection n •rdancIR REACTIONS. (lb/size) J=375/Mechanical,U=657/0-5-8,0=989/0-5-8 Installation guide. Max Horz U=173(LC 13) Max Uplift J=-119(LC 11),U=-188(LC 14),0=-210(LC 11) O Max Gray J=601(LC 30),U=970(LC 31),0=1112(LC 30) -7 OREGON . �Q FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /O •'9 Y 1 4 ,c,,,, 0.- TOP CHORD A-B=319/586 BOT CHORD A-U=-465/354,T-U=-110/650,S-T=-110/650,O-P=-380/211,E-N=-341/137,J-K=-110/399 MFR R I L0- WEBS B-S=-585/170,C-S=-53/287,C-P=-673/231,K-N=-102/269,F-N=-501/152,F-J=-500/102, B-U=-1293/479 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)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 .oRRIL' . roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 .a19 O4 WASAr, `TJ, 4)Unbalanced snow loads have been considered for this design. 'W 5)Provide adequate drainage to prevent water ponding. G1, tic 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tpf�'; 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 �' C` will fit between the bottom chord and any other members. if 8)A plate rating reduction of 20%has been applied for the green lumber members. 14k, 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint J,188 lb uplift at mit 4, 51398, c,, 40 joint U and 210 lb uplift at joint 0. A., GISTER 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ssIONAL E�� October 25,2017 4 8 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. . . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 QualityCriteria,DSB- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 89 and BCSI Building Component 250 Corona, Circle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 C06 Roof Special K3841351 1 i Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:22 2017 Pae 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-5GDgSgN7yBY9jwELD13Ke ezBwmfEgFdBklFmyQBiV 1411-8 I 6-11-1 Q 6-11-1 62- -1 0 0-10,3 1-0-4 -6-9 21-0-3 I 26-6-6 Sf>3 5-6-3 Scale=1:53.0 8x10 % 2x4 U 4.00 12 6 3x10= 2x4 II C p.011� F r5,1 r516ZI G IRI 7,1 01 Y 3x10 B0 Z AB AC ` rur; i. V A Z: a __ 1° VD T SR M L J / x4 2x4 2II N K 3x6= 3x10 = 2x4 II 2x4 II 4x6= 3x10 = 6x10 = 6x8 = 15-6-0 3-0-0 1 6-11-1 13-1-014-11-8 1 5- 21-0.3 3-0-0 3-11-1 1 d- 0b I 26-6-66-32- -7 62'0 1-10-7 0- 5-6-3 S -3 0. 1 Plate Offsets(X,Y)-- fA:0-1-1,Edge],fO:0-2-8,0-2-12],(Q:0-7-8.0-4-81 0-0-8 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.03 T-U >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.10 T-U >999 180 BCLL 0,0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.01 K n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.02 T-1.1 >999 168 lb FT=20/o>999 3600 LUMBER- TOP CHORD 2x4 DF No.1&Btr G'Except' BRACING- C-4 2x6 o. & tr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G*Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-I. D-4,DF No.1 DF 0 /Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra WEBS 2x4 DF Stud/Std G 6-0-0 oc bracing:Q S �G��'coob OFFScS' 10-0-0 oc bracing:M-0 ,\5 IGNG I�FF,9 /0 MiTek recommends that Stabilize quired cross bracing_ be installed during truss erection n rdance halieRe r REACTIONS. (lb/size) K=371/Mechanical,V=662/0-5-8,P=1134/0-5-8 Installation guide. Max Horz V=214(LC 11) Max Uplift K=-119(LC 11),V=-174(LC 14),P=-305(LC 11) Max Gray K=593(LC 30),V=989(LC 31),P=1431(LC 31) yI— ,�OREGON tx ,' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /O +91. 14, 4 r 2.0 TOP CHORD A-B=-320/583,B-C=-282/33,D-F=-49/266,F-G=-53/251 q I Q. BOT CHORD A-V=-464/357,U-V=-187/663,T-U=-187/663,D-Q=-350/212,P-Q=_435/208,F-0=-334/121, V/�R R I L� K-L=-110 /389 WEBS B-T=-516/159,C-T=0/268,C-Q=-757/205,G-0=-522/159,G-K=-488/100,B-V=-1308/383, D-O=-282/222 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)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,$RAIZ•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 a19 04 WASE f J roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 l,. 4)Unbalanced snow loads have been considered for this design. vV 5)Provide adequate drainage to prevent water ponding. 4 /� G.) - 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � r •f'�>r! • 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide V ' will fit between the bottom chord and any other members. % 4 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. �� S 1398 w 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint K,174 lb uplift at ��'�,. 01STER� 6 joint V and 305 lb uplift at joint P. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SSIONAL��� 4 October 25,2017 A WARNING-Verifydesign __ g 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,AP11 223314.irty Criteria,DSB-89 and BCSI Building Component Coo g Circle Coronnaa,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 C07 Roof Special 1 1 K3841352 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:23 2017 Page 1 ID:AZpeRWln-1-0 1g-1WcJaPCAy1-7-13 Sn2fANIjVg0L4pY6-6-6 BBkK7gzAsnQNRroCyQ8iU 5 6-9 I 10-3-1 14-11-8 1 -6-p 17-1-0 1 -11-d 21-7-13 5 6 9 4-8-7 4-8-7 d-6-8 1-7-1 A-10.31 3-8-9 4- - Scale=1:52.2 8x10 2x4 H 4x6= 2x4 I I F G 3x4% E 001 �_ OA ��AB ��I 4.00 12 p ,0 ® Y 3x4 % AA '% a, C 3x6 'r' B r ui V U T S N M L 2x4 3x10= O K J 3x4= 2x4 2x4 3x10 = 3x4 II 8x8= 3x4 = 6x10 = 3-0-0 15-6-0 3-0-0 1 10.11 14-11-8 11-5 f 17-1-0 1 21-7-13 4-8-7 d-86- 1-7-1 4813 I 2616E 4-10-9 0-0-8 Plate Offsets(X,Y)-- IF:0-3-0,0-2-131,[P:0-2-8,0-3-01,[R:0-7-8,0-4-01 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.04 U-V >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.13 U-V >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 Q n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) -0.01 U-V >999 360 Weight:178 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, F-I:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):F-I. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'•. cJ* D-T,E-N:2x4 DF Stud/Std G 6-0-0 oc bracing:A-V. 0,1 r-r'1 QFc WEBS 2x4 DF Stud/Std G 10-0-0 oc bracing:R-T,N-P c,:\<<- .-0••:" \ GINFFF0.0 MiTek recommends that Stabilizer -t�- ir�Sdecross braci�� �2 be installed during truss erection,' c. dance with Stabilizer '� REACTIONS. (lb/size) K=396/Mechanical,V=678/0-5-8,Q=947/0-5-8 Installation guide. �C $9200FF c' Max Horz V=230(LC 13) Max Uplift K=-121(LC 11),V=-188(LC 14),Q=-154(LC 11) Max Gray K=609(LC 30),V=945(LC 31),Q=1185(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4.OREGON Dr �4/ TOP CHORD A-B=-398/443,B-C=-572/115,F-G=-321/176,G-H=-309/168,H-K=-561/176 /Q �)' 14,Z°\ �' BOT CHORD A-V=-352/418,U-V=-177/550,Q-R=-252/173 AIc P WEBS R-U=-64/391,C-R=-614/183,F-P=-435/169,F-L=-73/277,G-L=-482/185,H-L=-95/456, V/`R R 1 L`,. B-V=-1145/574 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)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 $R.RIL,j 4)Unbalanced snow loads have been considered for this design. ati� O4 WASIar,46, � 5)Provide adequate drainage to prevent water ponding. `W 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. a, ,(C/�f,,7 G1 ��, 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 -7 6-04yr: O1. 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. / �l`; 9)Refer to girder(s)for truss to truss connections. rii 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint K,188 lb uplift at .t 51398 ,� joint V and 154 lb uplift at joint Q. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '-',t,,,��''ISTERcY . s' S'IONAL P October 25,2017 1 t WARNING••Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I.7473 rev.10/03/201S BEFORE USE. -- mill. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 C08 Roof Special 1 1 K3841353 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:25 2017 Page 1 ID:AZpeRVVlnv_xdcu2 WcJaPCAyZNgg-Vrvo4sP0F6xkaNzwu Rd 1 GdGWR8n4R4p4thwys4yQ8iS 5-6-9 I 1-3-1 14-11-8 1-6-p 17-1-0 i17-11-f 21-7 -13 I 26-6-6 5-6-9 4-8-7 0-6-8 1-7-1 -10-3 3-8-9 4-10-9 4.00 12 Scale=1:52.1 8x10% G 2x4 I I 4x6= 2x4 II F 3x4 Z E C H Il A DAB ... 5x6 ^ - AC {� AD J 47 C e5 3x6 Le B AA . EN W V T 3x4= 2x4 'i P D N M L K 3x10 = 2x4 I I 2x4 II 3x10= 3x4 II 8x8= 3x4= 6x10 = 15-6-0 3-0-0 10-3-1 14-11-8 1 5 17-1-0 26-6-6 3-0-0 7-3-1 4-8-7 d-6-d 1-7-1 4-6-13 4-10-9 0-0-8 Plate Offsets(X,Y)— IC:0-2-8,0-3-41,[F:0-4-4,0-3-8],IQ:0-2-8,0-3-01,lS:0-7-12,0-4-01 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.04 V-W >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.13 V-W >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.01 R n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) -0.01 V-W >999 360 Weight:181 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, F-J:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):F-J. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'•. Celli D-U,E-O:2x4 DF Stud/Std G 6-0-0 oc bracing:A-W. ��� r-f1 OP WEBS 2x4 DF Stud/Std G 10-0-0 oc bracing:S-U,0-0 ,<(, AGs NEtASv/o MiTek recommends that Stabilizer =.,V -. Mid cross braci 97 be installed during truss erection,' � • dance with Stabilizer 17 REACTIONS. (lb/size) L=441/Mechanical,W=682/0-5-8,R=1029/0-5-8 Installation guide. 89200PF ti" Max Horz W=253(LC 11) Max Uplift L=-154(LC 11),W=-179(LC 14),R=-213(LC 14) Max Gray L=704(LC 30),W=869(LC 31),R=1456(LC 31) Q FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,�OR EGON �lv TOP CHORD A-B=-399/389,B-C=-597/51,F-H=-394/309,H-I=-378/298,I-L=-656/325 BOT CHORD A-W=-321/418,V-W=-200/573,D-S=-285/202,R-S=-260/131 /Q \ P' WEBS S-V=78/400,C-S=-616/178,F-Q=-691/436,H-M=-544/264,I-M=-301/588,B-W=-1079/532 MFR R I L\- NOTES- 1)Unbalanced roof live loads have been considered for this design. EXPIRES: 12/310017 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 10,RRILL 5)Provide adequate drainage to prevent water ponding. ,S9 '4 WAS T� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide +ry �'J �•p will fit between the bottom chord and any other members. lir, .; p . 8)A plate rating reduction of 20%has been applied for the green lumber members. 4, -- 9)Refer to girder(s)for truss to truss connections. f 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint L,179 lb uplift at � 44, joint W and 213 lb uplift at joint R. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �tO $,,51398 L� �• SISTER ss'ONAL- October 25,2017 I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. —... 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841354 173010 C09 Monopitch 8 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:26 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-z1 TBHCQe0Q3bCXY7S88GorpcbX9dATwD6LgVOXyQ8iR I 7-9-5 I 15-0-0 I 7-9-5 7-2-11 Scale=1:30.3 C D 3A-Ni/ Ir' 4.00 12 L 3x10 % B N 1 ''..T1''I'tkIIIIIIIhhlki...._tillIllIllIlliIllIlli lill ill A -� III w N■ I H►, G F 3x6= 2x4 % 2x4 II 6x6=E I 3-0-0 I 7-9-5 I 15-0-0 I 3-0-0 4-9-5 7-2-11 Plate Offsets(X,Y)-- [A:0-1-5,Edge1,FF:0-2-13.0-3-41 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 0.77 Vert(LL) -0.05 F-G >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.16 F-G >860 180 TCDL 7.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.01 F n/a n/a BCLL 0.0 * Code IRC2015/TP12014 Matrix-MS Wind LL 0.02 F-G >999 360 Weight:69 lb FT=20% BCDL 10.0 ( ) 9 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 brac.•- ceph 6-0-0 oc bracing:A-H. ‘3• 11 "1 OFFS, MiTek recommends that Stabilizers- i cJ. • 1� ,7e' • t�,,,O be installed during truss erection,i e�r.:nrf- ith Stabiliz-i9 , Installation guide. REACTIONS. (lb/size) F=440/Mechanical,H=694/0-5-8 �' 89200PE 1-- Max Horz H=203(LC11) Max Uplift F=-82(LC 14),H=-187(LC 14) Max Gray F=544(LC 18),H=771(LC 2) Cr FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7 OREGON TOP CHORD A-B=362/422,C-F=-255/139 li 4 't i. BOT CHORD A-H=-329/405,G-H=-145/592,F-G=-145/592 /Q '91' 1 4 2P �' WEBS B-G=0/258,B-F=-591/247,B-H=-1038/553 /� 'e.RRILL NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right EXPIRES: 12/31/2017 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)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ERRILL 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 �1 4, will fit between the bottom chord and any other members. ati9 of WAS. 1 6)A plate rating reduction of 20%has been applied for the green lumber members. . • G t{ 7)Refer to girder(s)for truss to truss connections. .ir S 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint F and 187 lb uplift at - 4S ` .9 joint H. iiPr ..d� 51398„<, w� 9A,� CISTE - sSIONALE�O October 25,2017 I ®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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,D5B-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 HOLMAN COMPANY 173010 C10 Monopitch 1 1 K3841355 Trus-Way,Inc, Vancouver,WA 98668 Job Reference(optional) 130 s Sep 15 k Industries,Inc. Tue Oct 24 16:34:27 2017 e 1 ID:AZpeRWinv_xdc 2WcJaPCA ZN 17RE1ZVYRGnjBSgh7JOsfVL22LnLxUGvwAML?P3xzyQ8iQ 5-0-0 7-9-5 Y g1 7-9-5 I 7-2-11 7-2-11 { Scale=1:30.3 C D 3„ id 4.00 5-2- L 3x10 ----.- B Ln B I Al 1. 111 _,iiiiiiiiiiiiiiiii..._A NM i H M r11 3x6= 2x4 %Ilig G F 2x4 H 6x6_ E 3-0-0 I 3 0 0 4.9-5 7-- 1 Plate Offsets(X,Y)-- (A:0-1-5,Edge),[F:0-2-13.0-3-5] 7-2-11 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.05 F-G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.16 F-G >860 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.01 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.02 F-G >999 360 Weight:69 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'- cam,OFF 6-0-0 oc bracing:A-H. G 1 f 1 S MiTek recommends that Stabilizers-, meq" raN10-ores, be installed during truss erection,i r•=nL� ith Stabiliz f4 REACTIONS. (lb/size) F=440/Mechanical,H=694/0-5-8 Installation guide. �� Max Horz H=203(LC 11) 89200P� f Max Uplift F=-82(LC 14),H=-187(LC 14) Max Gray F=544(LC 18),H=771(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q TOP CHORD A-B=-362/422,C-F=-255/139 OREGON !v BOT CHORD A-H=-329/405,G-H=-145/592,F-G=-145/592 G-O'�,9 Y 14,2QA\N '�A. WEBS B-G=0/258,B-F=-591/247,B-H=-1038/553 P NOTES- 'yFR R10- NOTES- 1) �-` 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=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;end vertical left and right EXPIRES: 12/31/2017 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)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ILL will fit between the bottom chord and any other members. q' 6)A plate rating reduction of 20%has been applied for the green lumber members. ���eO WAS1 `i�� 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint F and 187 lb uplift at h: ,i joint H. rii.1 io 51398 q,`'� o.t� �' GrsT - sSIONAL �G October 25,2017 I A WARNING- __ Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7073 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVA 22331II 4 Quality Criteria,DSB-89 and SCSI Building Component Corona,o Circle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 005 Monopitch 10 1 K3841356 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:28 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCA8-4-0 vQbxiuRuYIJJRriVZZAktGu5LLu_eT?Waf9cTP 08iP I 4-5-5 g_q_p y 4-5-5 3-10-11 Scale=1:18.8 C D 2x4 4.00 12 1 K 3x4% B rillilli ►� rA 3x4 = =' F G 6x6 E 2x4 II I 3-0-0 312 18.4-0 3-0-0 0-2-12 8-1-4 Plate Offsets(X,Y)-- fF:0-2-11.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft UdPLATES TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.25 VertLL GRIP -0.01 F-G >999 240 MT20 220/195 Snow TCDL(Pf/Pg) 20.8/30.07.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 F-G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.01 F-G >999 360 Weight:35 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 6-0-0 oc braci ['� MiTek recommends that Stabilizers an. +' cK PR,�* be installed during truss erection,in- •_ • 4,iltfsj$:. ' scr/O REACTIONS. (Ib/size) F=132/Mechanical,G=498/0-5-8 Installation guide. ,,!..u•' 9 Max Horz G=113(LC 11) 89200PE 9r Max Uplift F=-44(LC 11),G=-174(LC 14) Max Gray F=165(LC 18),G=554(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-354/252 G OREGON �✓IL BOT CHORD A-G=-195/345,F-G=-224/292 WEBS B-G=-444/467 /O 9 y 4,2ON 1 r PI- NOTES- �/f i R�L` 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �l II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPI RES: 12/31/2017 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 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. ' RPJLL 6 6)A plate rating reduction of 20%has been applied for the green lumber members. Jti� OF WASA,, t� 7)Refer to girder(s)for truss to truss connections. 'W 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint F and 174 lb uplift at / ,y.. �'> joint G. -r, �allir � �h 7r°'/ p 51398 w� �.o� . GISTER� sSIONALE' October 25,2017 t a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ...- let Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M Frei(' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 D06 Monopitch 2 1 K3841357 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:28 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJapCAyZNgg-vQbxiuRuY1 JJRriVZZAktGu4WLuDeVwWef9cTPyQBiP I 5-4-0 I 5-4-0 Scale=1:18.9 B C 4.00 12 2x4 G r A4 �5OSStJG NEFR `r/4 lirIIIAIIIIII �� 89200PE 9r. �� o CZ. ■Illmi7 °OREGON AW EMEIMMEINIME JIM// 1-- /O qy 14,2°N P+ �/ 6x8 MFR R 10- 6 F D 2x4 II EXPIRES: 12/31/2017 I 5-4-0 5-4-0 Plate Offsets(X,Y)- (E:0-2-12.0-3-3j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/deft Ltd PLATES GRIP S (roof) 25.0 Plate Grip Vert(LL)1.15 TC 0.30 Vert LL) -0.03 E-F >999 240 MT20 220/195 Snow now(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.08 E-F >750 180 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 F **** 360 Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-0 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) E=209/Mechanical,F=183/0-5-8 Max Horz F=110(LC 11) Max Uplift E=-49(LC 14),F=-24(LC 14) Max Gray E=232(LC 2),F=204(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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 49 lb uplift at joint E and 24 lb uplift at $RRII.L B joint F. .4\C 04 WAS >, MMM �s .: O Aii t/ i' er ,P 51398 q,, 0.t�QFC/STER ' �SIONALE�G October 25,2017 t A ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. -- 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 verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and 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 ANSIrrPl1 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 HOLMAN COMPANY 173010 E01 Roof Special Girder 1 K3841358 Trus-Way,Inc., Vancouver,WA 98668 2 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:31 2017 Page 1 3-11-1 ID:AZpeRWlnvxdcu2WcJaPCAyZNgg-K7G4LvUngyhtllQ4FZOYuKrmbyGdNG4kyO8iM I 3-11-1 I 3-2-0 I0-9-37-10-3 0 9 331 15-0-13 I 18-10-0I 5-11-0 Scale:3/8"=1' 8x8 % 4.00 C 2x4 4x6 = M 0 P Q fil R S N 3x4 l° iii B N r N 00N ri A 1 ® o nn nn nn �■ nn nn 1111 g o H T U v G W X Y 3x4 = I 3X6= NAILED NAILED NAILED = LUS24 LUS24 LUS24 F 2x4 I 3x10 3x4 II 3-0-0 1 3 0 0 1 4-1-0 15-9-15 I18-10-05-11-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.03 F-G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.11 F-G >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.41 Horz(CT) 0.00 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.04 G-H >999 360 Weight:186 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, C-E:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-E. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G REACTIONS. (lb/size) F=1309/Mechanical,1=936/0-5-8 AQ,�cd PR pFFs Max Horz 1=92(LC 69) 10 GINE (5> Max Uplift F=-381(LC 9),1-564(LC 12) �� �N FR 02 Max Gray F=1345(LC 2),1=1154(LC 29) �� 89200PE 9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-147/373,B-C=-887/813,C-D=-1851/742,D-E=-1851/742,E-F=-1139/466 BOT CHORD A-1=-302/147,H-1=-302/132,G-H=-817/863 WEBS B-H=-868/1098,C-H=-456/0,C-G=-26/1119,D-G=-849/374,E-G=-800/1875,B-1=-998/617 Q ,�OREGON �!✓✓ NOTES- �1L 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: /� '9 14,ZQ�Pr Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. MFR R I 1-u- 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. EXPIRES: 12/31/2017 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical 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=50-0-0IIj 6)Unbalanced snow loads have been considered for this design. a��a�4 WASg iJ 7)Provide adequate drainage to prevent water ponding. { 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ! G> 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 tail by 2-0-0 wide �� 6E, O 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. �► 1' 11) Refer to girder(s)for truss to truss connections. j 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 381 lb uplift at joint F and 564 lb uplift �, 51398 ctj� at joint I. ,P .4) �GISTEg� 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 spaced at 2-0-0 oc max.starting at SSIONALE�� 14-0-0 from the left end to 17-10-8 to connect truss(es)to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 61t)fh4@tLeinavl�tes 3-iodjo 14$3 3"Lor 3-12dJ0 148"x3 25_'1 toe-nails nor NDS auidlines October 25,2��7 4 __ 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ma Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexantl a,VAP223314 lily Criteria,DSB-89 and BCSI Builtling Component Coo Circle Coronna,a,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841359 173010 E02 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:32 2017 Page 1 ID:AZpeRWInv_xdcu2WcJaPCAyZNgg-oBgSYFUPbGpkwS?GoPFg262hcyESa9f6UH7pcAyQ8iL I 3-11-1 7-1-1 17-10-31 12-11-0 I 18-10-0 I 3-11-1 3-2-0 0-9-2 5-0-13 5-11-0 Scale:3/8"=1' D 4.00 12 8x8 2x4 II 4x6 = C IX w 4x6li. Y N w ,n ,n r N 010, 111111111 N A Y Y Y rh &I Y t d I H 3x4 = J G 2 4 4x6= 4x12= 2x4 I 3-0-0 7-1-1 I 12-11-0 I 18-10-0 I 3-0-0 4-1-1 5-9-15 5-11-0 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 0.61 Vert(LL) -0.05 H-I >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.12 H-I >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.01 G n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.04 H-I >999 360 Weight:96 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, C-F:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-F. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G - 4,r,- MiTek recommends that Stabilizers and re. •�+•s :4 be installed during truss erection,in ac •pee e u -. I rtss Installation guide. 5 C3INF i f � O REACTIONS. (lb/size) G=613/Mechanical,J=944/0-5-8 � �i R .0- MaxHorz J=133(LC11) 44 -K Max Uplift G=-213(LC 11),J=-288(LC 14) 89200PE r Max Gray G=854(LC 30),J=1271(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-344/412,B-C=-1163/654,C-E=-1485/780,E-F=-1485/780,F-G=-798/367 BOT CHORD A-J=-342/351,I-J=-342/166,H-I=-764/1092 G� �OREGON�� �lv� WEBS B-I=-941/1465,C-I=-311/333,C-H=-49/450,E-H=-616/333,F-H=-780/1545, � 1- B-J=-1139/632 Q Y 14,2.°�Q NOTES- '11 RRI1-\-- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right EXPIRES: 12/31/2017 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. 5)Provide adequate drainage to prevent water ponding. $ L it/W 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. l� 4. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 419 04 WASji will fit between the bottom chord and any other members. C ' 8)A plate rating reduction of 20%has been applied for the green lumber members. • I �O 9)Refer to girder(s)for truss to truss connections. -4, �./.• ,g,. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint G and 288 lb uplift at joint J. %., 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AV 16 '4-6b 51398 �4,, 4, c/STE sSIONAL- October 25,2017 1 i 1111.11111 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 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 HOLMAN COMPANY 173010 E03 ROOF SPECIAL GIRDER K3841360 1 1 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) ID:AZ 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:33 2017 Page 1 I 3-11-1 I 7-1-1 17-10-3 P R1WIOnv_xdcu2WcJaPCAyZNgg-GNOgIbVIMZxbYcaTM6mvaJbnHMZzJXRFjxsN8dyO8iK 3-11-1 3-2-0 0-9-2 1 12-5 0 13 15-4-2 17-10-0 118-10-0 I 2-5-2 2-5-14 1-0-0 Scale:3/8"=1' 4x6= 2x4 H 2x4 I I D - U �, V W �;- P J L=d 7 ►r X 101 4.00 12 8x8 II C 2x4 F H I 4x10 4x6 2x4 I u, 2x4 I I B r A 3x4= P 0 N 2x4 II 4x8 = 4x12 = M 3x6 II 3-0-0 12-11-0 1 3-0-0 4-1-1 I 15-9-15 I 18-10-0 Plate Offsets(X,Y)-- [N:0-3-4,0-2-0J,f0:0-3-9,0-2-01 5-11-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.08 N-O >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.15 N-0 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.01 M n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.05 N-O >999 360 Weight:114 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- C-K:2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(5-8-3 max.):C-K,D-L. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci JOINTS 1 Brace at Jt(s):F,K,I,H ,EO P R OFF MiTek recommends that Stabilizers-': -.. okllikei sof'/O be installed during truss erection,i e4r•-naw ith Stabiliz f4 REACTIONS. (lb/size) M=1381/Mechanical,P=1113/0-5-8 Installation guide. „<(y Max Horz P=123(LC 11) $9200PE r Max Uplift M=-454(LC 14),P=-340(LC 14) Max Gray M=1390(LC 35),P=1444(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q TOP CHORD A-B=-321/391,B-C=-1461/338,C-E=-2132/741,E-F=-2132/741,F-H=-2132/741, �� 4 OREGON ALV H-1=2132/741,I-K=-2132/741,K-M=-1328/512 Y 14.20 P� BOT CHORD A-P=-319/321,O-P=-330/227,N-O=-360/1374 WEBS B-0=-572/1730,C-0=-370/224,C-N=-442/964,F-N=-996/467,K-N=-714/2191, SFR R t VP I LI- B-P=-1321/519,D-E=-629/293,G-H=-592/301 NOTES- 1)Unbalanced roof live loads have been considered for this design. EXPIRES: 12/31/2017 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category0 II;Exp B;Fullyy Exp1 Ct),1P9 Luo 50-0-Oground snow);Pf=20.8 psf(flat �$RRJLL 4)Unbalanced snow loads have been considered for this design. B 5)Provide adequate drainage to prevent water ponding. J�9 OF _* ; i� 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. „ �. G',,, t{ 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 ,rg', � JV:4;r• O A • 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. • '117,414:1 1, ' 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 454 lb uplift at joint M and 340 lb uplift • � � at joint P. �� 51398 w� 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��- •�CISTLR� 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)425 lb down and 303 lb up at sSj 11G 11-10-15,269 lb down and 215 lb up at 14-0-0,and 269 lb down and 215 lb up at 16-0-0,and 258 lb down and 196 lb up at �NALE 17-8-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. i°hits"°kownsO�2,..a--a October 25,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. b but Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexantl a,VA 223314 Iity Criteria,DSB-89 and BCSI Builtling Component Coo Circle Coronna,a,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 F01 California Girder 1 K3841361 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:37 2017 Page 1 I D:AZpe R W I n v_xd cu 2 W cJ a P CAyZN q g-89d L bzYXQ o R 1 O D u E byq rl9 mfYzzxFX zreZq a H Oy Q B i G I 4-6-0 I 7-4-5 700- 10-11-0 13-11-13 1011.-55-4 17-4-0 21-10-0 4-6-0 2-10-5 0-5-1 3-0-13 I 3-0-13 d-5-14 2-10-5 I 4-6-0 Scale=1:36.7 8x8 4.00 12 2x4 I 1 6x8 D CT C G B lam► H o N . N u�'AT — Il 1) fi(1 �� (L `� I r/il N MI Y 0 NAILED NAILED NAILED NAILED L ® LI io5 6 2S o 6x8 = M R 2x4= 3x10 = K J 2x4=3x10 = 3-0-0 3--2 4-6-0 7-4-5 10-11-0 14-5-11 17-4-0 18-7-4 10811 -0 21-10-0 3-0-0 0--�2 1-3-4 2-10-5 3-6-11 I 3-6-11 2-10-5 I 1-3-4 0-2-12 3-0-0 1 Plate Offsets(X,Y)— IF:0-4-0,0-2-81,(L:0-5-12,0-4-81,[P:0-5-12,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc Weft Ud PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.09 VertLL -0.02 N >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.03 N >999 180 BCLTCDL L 0.0 7.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 J n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 N >999 360 Weight:199 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.):D-F. C-Q,G-K:2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci 'eot:R O WEBS 2x4 DF Stud/Std G 10-0-0 oc bracing:N-O,M-N. �(t], (I'' FACS, 6-0-0 oc bracing:P-Q,K-L '` is REACTIONS. (lb/size) R=869/0-5-8,J=869/0-5-8 Gj NGINEF'9 /,_ Max Horz R=29(LC 11) c. Max Uplift R=-394(LC 12),J=-364(LC 9) Q� 89200 P E 2�r Max Gray R=1114(LC 32),J=1114(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-140/459,B-C=-583/307,C-D=-1038/510,D-E=-1341/621,E-F=-1341/621, F-G=-1038/513,G-H=-597/320,H-I=-124/459 BOT CHORD A-R=-392/149,C-P=-478/209,O-P=-308/623,N-O=-458/1017,M-N=-454/996, A�7-�OREGON <(/ L-M=-302/619,G-L=-466/190,I-J=-392/132 G/ 41 OREGON PN� WEBS C-0=-275/488,D-N=-159/429,E-N=-334/174,F-N=-159/429,G-M=-264/463,B-R=-774/279, Q y 4,2 - P-R=-423/153,B-P=-273/746,H-J=-760/271,J-L=-434/139,H-L=-292/749 'V/`R R 11-k- . 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. 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. 9 L� RRILL 8 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. .g� II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 '�� p�WASIa,, tf� plate grip DOL=1.60 W 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 �/gop� � f.O roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 '- -' '..- r 6)Unbalanced snow loads have been considered for this design. • !/I 7)Provide adequate drainage to prevent water ponding. • let 8)All plates are 3x4 MT20 unless otherwise indicated. ,� �, 51398 444 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��'� �GISTE will fit between the bottom chord and any other members. .3;9, L��O 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 394 lb uplift at joint R and 364 lb uplift at joint J. October 25,2017 f7®lif3r,pid,ofita.,40Fita renrpspntptinn eines not dpnict the size nr the orientation of the merlin alona the top and/or bottom chord e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 F02 California Girder K3841362 1 2 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:39 2017 Page 1 4-6-0 ID:AZ1-13 vxd-5-11 aPCAyZNgg-u52 -10-0 jQL86UhMHyQ8iE 4-6-0 7-4.5 7x70- 10-11-0 13-11-13 1--5-11 17-4-0 21-10-0 2-10-5 9-5-13-0-13 3-0-13 0-5-14 2-10-5 I 4-6-0 Scale=1:36.7 4.00 1-2- 8x8 % E H 2x4 II `8x8 DAB 011111110111.11411111111 m w Casi.r Al AC AD AE AF AG AH c7 B AA 0 I qJJ o 1Sv .3Ln S 6x8 = Q P Q N ^ 17, T 2x4= 3x10 = 6x8 = M d L 2x4 3x10 = I 3-0-0 3-012 4-6-0 I 7-4-5I 10-11-0 3-0-0 0--2 1-3-4 2-10-5 14-5-11 I 17-4-0 18-7-4 18i1 -0 21-10-0 0-0 Plate Offsets(X.Y)-- [N:0-5-12,0-4-81,[R:0-5-12,0-4-41 3 s-11 a-s-11 2-10-5 1-3-4 0-2-2 3-10- 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 0.24 Vert(LL) -0.03 P >999 240 TCDL Lumber DOL 1.15MT20 220/195 7.0 BC 0.12 Vert(CT) -0.05 P >999 180 BCLL 0.0 Rep Stress Incl YES WB 0.24 Horz(CT) 0.02 L n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.02 P >999 360 Weight:210 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BC-S,I-M:2x4 DF Stud/Std G 2-0-0 oc purlins(6-0-0 max.):D-G. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brad • xceok ROA. F 6-0-0 oc bracing:R-S,M-N REACTIONS. (lb/size) T=955/0-5-8,L=955/0-5-8 JOINTS 1 Brace at Jt(s):F C?��`G:9G211,,N) E �'�,/Max Horz T=40(LC 13) R �2Max Uplift T=-321(LC 14),L=-263(LC 11) Gr✓Max Gray T=1396(LC34),L=1396(LC34) 0PE 9f FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-286/436,B-C=-682/256,C-D=-1597/1034,D-F=-1856/1416,F-G=-1856/1416, G-I=-1597/1034,I-J=-708/263,J-K=-286/437 BOT CHORD A-T=-369/290,C-R=-578/368,Q-R=-146/691,P-Q=958/1546,O-P=-958/1546, L 4->OREGON ,4" N-0=-155/724,I-N=-556/364,K-L=-369/291 c. WEBS C-Q=-842/895,D-Q=-306/362,D-P=-227/444,F-P=391/275,G-P=-227/444,G-0=-306/362, /� -/)- 14,2- 1 ,.-T.- WEBS B-T=-1053/567,R-T=-424/279,B-R=-476/1057,J-L=-1038/556, MFR R I L�- 6 L-N=-436/289,J-N=-478/1069 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. 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. ELL 3)Unbalanced roof live loads have been considered for this design. B 4)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 44) p4 WAsg i) II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right Ct; exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / a • 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 .i F�"�"' roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 6)Unbalanced snow loads have been considered for this design. �i`►1 • 7)Provide adequate drainage to prevent water ponding. j � 8)All plates are 3x4 MT20 unless otherwise indicated. �� 4,,51398,<, C�� 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O�� CISTEg �U 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 1` will fit between the bottom chord and any other members. s`rI�NAL��� 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 321 lb uplift at joint T and 263 lb uplift Contielieihbh-Daae 2 October 25,2017 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,AP223314.Irty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 F03 Roof Special 3 1 K3841363 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:41 2017 Page 1 4-6-0 I 14110 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-1wtsRKb2U1yTVrB?govnv?wH-15-0 5Q2BooQ9yQ8iC 4-6-0 6-5-0 I 1640 21-10-0 a-6-o I Scale=1:36.2 4x6 = D 4.00 12 Y U V 0 4x6 4x6 3x4% C r5 B E 3x4 ✓ 4.1, F WAN �I w G N 6x8 = K J a. M El I'- ro M 3x4= N 4x8= 6x8=12x4 = I. 3x4 = 2x4 = H 3x4 = 3x4 = I 3-0-0 3-2-12 2 4-6-0 1-6-0 I 10-11-0 I 17-4-0 I 18-7-418110-0-3-40- 23-0-0 6-5-0 6-5-0 1-3-4 0-2-2 3-0-0 Plate Offsets(X,Y)-- (J:0-6-0,0-4-41,fL:0-6-0.0-4-41 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.03 J-K >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.62 Vert(CT) -0.11 J-K >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.03 H n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 K >999 360 Weight:95 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: C-M,E-I:2x4 DF Stud/Std G 6-0-0 oc bracing:L-M,I-J ^�CY(pPR op WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers an. r fQcYS, be installed during truss erection,in- 4,i1�R$ s4 REACTIONS. (lb/size) N=825/0-5-8,H=825/0-5-8 Installation guide. ,-_•.., r9 cr Max Horz N=44(LC 13) �� Max Uplift N=-223(LC 14),H=-164(LC 11) 89200PE 9r Max Gray N=917(LC 2),H=917(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-309/345,B-C=-457/27,C-D=-810/202,D-E=-810/202,E-F=-457/79,F-G=-309/345 OREGON �� �. BOT CHORD A-N=-299/316,C-L=-437/332,K-L=-11/640,J-K=-100/626,E-J=-437/332,G-H=-299/316 - WEBS B-N=-622/192,L-N=-360/356,B-L=-207/789,F-H=-622/192,H-J=-360/356,F-J=-207/789 �O y 14,2()\ '�' NOTES- 411 - R R 10- �P 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=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;end vertical left and right EXPIRES: 12/31/2017 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)Unbalanced snow loads have been considered for this design. 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 MERitlit,B 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. J1� OF WASIrr, �) 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 223 lb uplift at joint N and 164 lb uplift at • / ?t'WGj, C6; joint H. / •. dt 51398 {. k s. cdc,+.0ISTEgti9 s'VONAL P October 25,2017 t t WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mit �t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandda,l AP223314 Irty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 F04 Roof Special 1 1 K3841364 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:42 2017 Page 1 4-6-0 10-11-0 ID:AZpeRWlnvxdcu2WcJaPCAyZNgg-V6REegcgFK4K7?mBOVQOSDTS4_ZvwkkaorYLzbyQBiB 4-6-0I 17-4-0 18-10-0 6-5-0 6-5-0 1-6-0 Scale=1:31.4 4x6= D 4.00 12 r, Q R 4x6% 3x4% C 4x6 z---- E 3x4 B F 00 A u 6x8= rrA o o vJ I O rr h /\ L 6x8= Io 3x4 = M 4x8= H 2x4 = 3x4= 2x4 = G 3x4 = I 3-0-0 3-?-12 4-6-0i 10-11-0 17-4-0 3-0-0 0--12 1-3-4 6-5-0 i I 18-10-0 1 Plate Offsets(X,Y)— 11:0-5-12,0-4-41,[K:0-6-0,0-4-41 6-5-0 1-6-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.04 I-J >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.12 I-J >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.04 G n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 I-J >999 360 Weight:86 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 OF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. C-L,E-H:2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci e WEBS 2x4 DF Stud/Std G 6-0-0 oc bracing:K-L V R Opp 10-0-0 oc bracing:H-I Co G[N NE-p,ssi MiTek recommends that Stabilizer - ,, -. ir�decross bracer/ O- be installed during truss erection,' ,dance with Stabilizer 17 REACTIONS. (lb/size) M=849/0-5-8,G=563/0-5-8 Installation guide. R9200PF Max Horz M=75(LC 13) Max Uplift M=-227(LC 14),G=-90(LC 14) Max Gray M=944(LC 2),G=626(LC 2) CC FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4/OREGON lv TOP CHORD A-B=321/344,B-C=-490/61,C-D=-878/265,D-E=-877/265,E-F=-834/291,F-G=-561/156 <Q/202 /��qy 7 4 2°'� '4` BOT WEBSHORD A-D-JJ1 0 2543E J—68/225,B-M=-47 227,C-K=-452/349, 219,K-M=363/3 0,B K I-240/822,F-I=-302/877 �F �P RRIL\- NOTES- 1)Unbalanced roof live loads have been considered for this design. EXPIRES: 12/31/201 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 sis.4)Unbalanced snow loads have been considered for this design. E LL 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1� �4 WAS�r Tf 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. y � �s S�'� ��� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227 lb uplift at joint M and 90 lb uplift at . joint G. rt 51398 k,, s qk wGISTEW e' ` /VALE46 October 25,2017 4 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. IM NM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 IR. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,I AP223314.1ity Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 F05 Common K3841365 7 1 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:42 2017 Page 1 I 5-10-9 10-11-0 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-VgFK4K7?mBOVQOSDTS4_dywmeorYLzbyQBiB 5-10-9 I 5-0-7 I 15-11-711-7 16-1070 5-0-7 2-10-9 i Scale=1:30.8 4x6= C 4.00 12 r L 3x6 :,.. M r 3x6 �' 2x4 II E A I! Y w fir. �� rr d w 3x4 = H 2x4 G C' F 3x10 = 3x6 = I 3-0-0 10-11-0 3-0-0 7-11-0 I 18-10-0 LOADING (psf) 7-11-0 TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.06 F-G >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.20 F-G >963 180 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.02 F n/a n/a BCDL 10.0 Code IRC2015lTPI2014 Matrix-MS Wind(LL) 0.02 F-G >999 360 Weight:83 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and re. .ws+214 • be installed during truss erection,in a I. I rC REACTIONS. (lb/size) H=841/0-5-8,F=571/Mechanical Installation guide. c ' �Ge�C,j NEF•9 siO Max Horz H=75(LC 13) 2 Max Uplift H=-221(LC 14),F=-92(LC 14) Q 89200PE 9r Max Gray H=935(LC 2),F=634(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=436/394,B-C=-801/254,C-D=-798/252 BOT CHORD A-H=-322/454,G-H=-158/665,F-G=-248/724 q WEBS C-G=0/255,B-H=-1215/742,D-F=-838/365 OREGON ,4,/ NOTES- /O -9 y 14,2e'N P4 1)Unbalanced roof live loads have been considered for this design. �/fr R'L\-- 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Unbalanced snow loads have been considered for this design. 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 will fit between the bottom chord and any other members. wide 1EILL 7)A plate rating reduction of 20%has been applied for the green lumber members. q 8)Refer to girder(s)for truss to truss connections. J'� O�WAS,p,, ` >, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 221 lb uplift at joint H and 92 lb uplift at ,,.""'11.9), �. joint F. ,,,� - • ifr ''')C �P w4 +{� �GISTE51398R� SSIONAL V'G October 25,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll• t Mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,fbi USE. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVAP2231q Klug Circle lily Criteria,DSB-89 and BCSI Building Component or C Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841366 173010 G01 CALIFORNIA GIRDER 1 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:47 2017 Page 1 I D:AZpeRWlnv_xdcu2 WcJaPCAyZNgg-s4E7h Ngp3ticDmf9B20B9GAM9?Nub 1 BJx6F6epyQ8i6 20-6-12 1 3-11-3 1 7-1-4 7-10-31 13-10-0 1 16-0-11 1 19-9-13 5-�1 23-8-13 27-8-0 3-11-3 3-2-1 d-8-15 5-11-13 2-2-11 3-9-2 7-3 3-2-1 3-11-3 0-1-13 Scale:1/4"=1' 4.005Y 8x8 % 8x8= 8x8 to`' �4 T *7 V W 1,-,4D ,4 Y IN AA F.,-4A 3x4 r 3x4 uB '- o F 111116.- 0 NA ".1.Igl I. r G N eIr —..:a 6 �� II II II SII/. I I 11 — ). TA om 6 L K AC AD AE J AF AG AH I H 3x4 = 2x4 II 4x6 = NAILED NAILED 5x8 NAILED NAILED NAILED 4x6 2x4 II 3x4 = NAILED NAILED 1 3-0-0 3-2112 7-1-4 I 13-10-0 1 16-0-11 1 20-6-12 24-5-4 24t6-0 27-8-0 i 3-0-0 0-2-12 3-10-8 6-8-12 2-2-11 4-6-1 3-10-8 0-2-12 3-0-0 Plate Offsets(X,Y)— IC:0-4-0,0-3-81,[D:0-4-0,0-4-81,IE:0-4-0,0-3-81,[J:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in I/deft L/d PLATES GRIP TCLL(roof) 25.0 (loc) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.06 J >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.16 Vert(CT) -0.11 1-J >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 H n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.05 J >999 360 Weight:259 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,except D-E,C-D:2x6 DF SS G 2-0-0 oc purlins(6-0-0 max.):C-E. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci WEBS 2x4 DF Stud/Std G`Except" �E0 r-,r-,OFF B-K,F-I:2x4 DF No.1&Btr G \c.° NG[NEF S�/O REACTIONS. (lb/size) L=1110/0-5-8,H=1110/0-5-8 �? 9 Max Horz L=-29(LC 10) �� 9 Max Uplift L=-648(LC 12),H=-608(LC 9) 89200PE f Max Gray L=1323(LC 32),H=1323(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q TOP CHORD A-B=119/415,B-C=-1286/903,C-D=-2560/1399,D-E=-2560/1399,E-F=-1286/907, F-G=-101/415 -7L -7-71. OREGON Dr . BOT CHORD A-L=-337/125,K-L=-337/125,J-K=-848/1235,I-J=-842/1235,H-I=-337/107, /O '9 y ,4 2-°\ 4G-H=-337/107 Qs WEBS B-K=-930/1500,C-K=-283/329,C-J=-562/1403,D-J=-775/467,E-I=-283/324, SFR R I L� F-1=-913/1500,B-L=-1223/624,F-H=-1223/586,E-J=-566/1403 NOTES- EXPIRES: 12/31/2017 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 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. 9. $RRILL 3)Unbalanced roof live loads have been considered for this design. q 4)Wind:ASCE 7-10;Vult=14Omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. 4WAS.4 `TJ,II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 I'M , 03111. 1, \.fi� plate grip DOL=1.60 p 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 Y,�' roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 la 6)Unbalanced snow loads have been considered for this design. lir 7)Provide adequate drainage to prevent water ponding. rd� 51398 w� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. gorA�4, 51398 . tU 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. s`3',/: EAG 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 648 lb uplift at joint L and 608 lb uplift at joint H. October 25,2017 ilaltilimahianhenFlift renrecentation r1DPn not depict the ci7P or the orientation of the merlin alma the ton and/or bottom chord 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 HOLMAN COMPANY 173010 G02 CALIFORNIA GIRDER 1 1 K3841367 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:49 2017 Page 1 I D:AZpeR Wlnv_xdcu2 WcJaPCAyZNgg-oSMt63i3bUyKS3pXIT2fEhGbSp 1?3tXcPQkDihyQ8i4 3-11-3 20-6-12 7-1-4 71-10-3 13-10-0 16-0-11 19-9-13 23-5- 23-8-13 3-11-3 3-2-1 d-8-151 5-11-13 i 2-2-11 I 2.3-5-Ctil L--II I 27-8-0 I 7 3 3-2-1 3-11-3 0-1-13 Scale:1/4"=1' 4.00 12 8x8 D G 8x8= 8x8 C �� V .y X ma E Rai� 5x6 ill , IIIII , 7' o B Y 5x6 H U �� AB O ir losioi, ry 11- INN <2, z. .1 I v' N M L o 3x4 = 3x6 II 5x6 = 6x8= 5x6 = J 3x4 = 3x6 3-0-0 3- -112 7-1-4 I 13-10-0 1 16-0-11 i 20-6-12 3-0-0 0--12 3-10-8 6-8-12 24-5-4 24118,-0 27-8-0 1 Plate Offsets(X,Y)- fE:0-4-0,0-4-81,fK:0-3-0,0-1-121,IM:0-3-0,0-1-12] 2 2 11 4-6-1 3-10-8 0-2-i2 3-0-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.12 L >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.25 K-L >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.04 J n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.09 L >999 360 Weight:135 Ib FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G`Except* BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, E-F,C-E:2x6 DF SS G except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-9-0 max.):C-F. WEBS 2x4 DF Stud/Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc b ED P R OFF, � B-M,H-K:2x4 DF No.1&Btr G � MiTek recommends that Stabilizers- i lak(� O be installed during truss erection,ie4r.:n with Stabiliz-CY Installation guide. �� REACTIONS. (lb/size) N=1190/0-5-8,J=1190/0-5-8 -89200PE Max Horz N=42(LC 13) Max Uplift N=-368(LC 14),J=-284(LC 14) Max Gray N=1558(LC 34),J=1558(LC 34) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <REGON D 4/ TOP CHORD A-B=304/415,B-C=-1706/1074,C-E=-2876/1755,E-F=-2876/1755,F-H=-1706/1074, H-I=-304/415 /O74 2°NP+ BOT CHORD A-N=-346/315,M-N=-346/315,L-M=-990/1645,K-L=-990/1645,J-K=-346/315, I-J=-346/315 MFPRO- WEBS B-M=-1323/2010,C-M=-437/438,C-L=-521/1303,E-L=-716/424,F-K=-437/438, H-K=-1323/2010,B-N=-1431/826,H-J=-1431/826,F-L=-521/1303 NOTES- EXPIRES: 12/31/2017 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 E ILL,. roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 q 4)Unbalanced snow loads have been considered for this design. ti. ov WASE " 5)Provide adequate drainage to prevent water ponding. itop A.-2,', G� �0 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. d 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 [ I. 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 368 lb uplift at joint N and 284 lb uplift at 5 joint J. .1:> 4k- 9) 51398 c� t{� 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �•����C'IST�R�4 6 sSIONAL V' October 25,2017 t i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is k' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,IVA 2231q 11 lily Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 G03 CALIFORNIA GIRDER 1 1 K3841368 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:51 2017 Page 1 ID:AZpeR Wlnvxdcu2 WcJaPCAyZNgg-krTdXIjJ75C2iNywOu47J6LuHchNXgrvskDKneyQ8i2 I 3-11-3 7-1-4 7-10-3 13-10-0 16-0-11 19-9-13 �2"5 6-12 3-11-3 3-2-1 d-8-15l 5-11-13 2-2-11 3-9-2 0-7-3'' 23-8-13 I 27-8-0 I 3-2-1 3-11-3 0-1-13 Scale:142=1' 4x6 4x6 4.00 12 0 z il AA rl AS A.G X 8x8 % r 8x8 C 6x6 W �� B �Y�IIIIIIILI 6x6 to J m A ' �Y r � K v -I pm P o N o 3x4 = 2x4 II 6x6 = M L 5x8= 6x6 = 2x4 H 3x4 = I 3-0-0 3-?-p 2 7-1-4 I 13-10-0 1 16-0-11 1 20-6-12 3-0-0 0-2-12 3-10-8 6-8-12 2-2-11 4-6- I 3-10-8 0-a 0- -042-12 3-0-2 3-0-0 0 Plate Offsets(X,Y)-- IF:0-4-0,0-4-81,fN:0-4-0,0-3-0j 1 3-1 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.08 M-N >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.20 M-N >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.04 L n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS W1nd(LL) 0.04 N >999 360 Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins,except F-I,C-F:2x6 DF SS G 2-0-0 oc purlins(3-9-12 max.):C-I,D-G. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci -. WEBS 2x4 DF Stud/Std G*Except* JOINTS 1 Brace at Jt(s):F,E,H RED PR pFF B-O,J-M:2x4 DF No.1&Btr G MiTek recommends that Stabilizers-•: owei sr i0 be installed during truss erection,i cr.:na- ith Stabiliz-t9 Installation guide. 4� REACTIONS. (lb/size) P=1447/0-5-8,L=1447/0-5-8 89200PE r Max Horz P=48(LC 13) Max Uplift P=-428(LC 14),L=-361(LC 11) Max Gray P=1840(LC 35),L=1840(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G 4/OREGON Ili TOP CHORD A-B=-282/371,B-C=-2167/527,C-D=-1859/595,C-E=-817/134,E-F=-817/134, F-H=-817/134,H-I=-817/134,G-I=-1859/595,I-J=-2167/527,J-K=-282/371, /Q qy 74 20\ 31'14 D-G=-1686/591 BOT CHORD A-P=-297/284,O-P=-297/284,N-0=-435/2058,M-N=-435/2058,L-M=-297/284, MFR R I 0- K-L=-297/284 WEBS B-0=-714/2403,C-0=-550/274,C-N=-167/613,I-M=-550/274,J-M=-714/2403, B-P=-1714/597,J-L=-1714/597,I-N=-167/613 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)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 $RRILL,s, 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 a19 OF WASg �i1 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)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. -4 } i/ry,i O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � k, • ` 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. i,J/ 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 428 lb uplift at joint P and 361 lb uplift at ,t,,P �' 0 -k j 2 e"a' joint L. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)427 lb down and 304 lb up at sS1ONALE�6 11-10-15,and 168 lb down and 128 lb up at 13-10-0,and 427 lb down and 304 lb up at 15-9-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. October 25,2017 Continued on oaae 2 8i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA22314.Iity Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 GO4 Common 3 1 K3841369 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:52 2017 Page 1 1 7-4-1 13-10-0 ID:AZpeRWInv7-8-0 2xdcu WcJaPCAyZNgg-C 11015kyuPKvJXX6zccMsJu8p017GB0250ztJOyQ8i1 7-4-1 6-5-15 6-5-15 7 7--4-14-1 Scale=1:45.4 4x6= C 4.00 12 23 3x6% Q R 3x6 B D r r • A _mi.. v E d �� E7 v- `n 'l I H G " �'' j- J 3x6 = F 3x4 3x4 3x4 = 3x4= 3x4 = F 3x6 1 3-0-0 3-$-t2 10-3-9 3-0-0 0-2-12 17-4-7 7-0-13 I 7-0-13 24-5-4 242t81r03-0-27-8-0 7-0-13 0-2-12 3-0-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.07 G-I >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.18 G-I >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.04 F n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.05 G-I >999 360 Weight 118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required • - - • be installed during truss erection,in accord- - .Y iiiw. REACTIONS. (lb/size) J=1046/0-5-8,F=1046/0-5-8 Installation guide. Max Horz J=-58(LC 12) CS. VNGINF9 �/""".0,- Max Uplift J=-253(LC 14),F=-176(LC 14) Max Gray J=1162(LC 2),F=1162(LC 2) 89200PE 9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-373/393,B-C=-1291/422,C-D=-1291/422,D-E=-373/393 BOT CHORD A-J=-307/407,I-J=-353/1231,G-I=-207/1008,F-G=-353/1231,E-F=-307/407 WEBS C-G=-12/294,C-I=-12/294,B-J=-1765/876,D-F=-1765/876 OREGON tx ....Lk NOTES- �O ,9y 14'20\ 1)Unbalanced roof live loads have been considered for this design. 4,1 r.. P 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat. `r7 R I L� II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Unbalanced snow loads have been considered for this design. 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. ERPJLL 49.4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 253 lb uplift at joint J and 176 lb uplift at joint F. ,..‘-NY+OF WASE/ t1 art— i /44 51398 w� s 94, -4c/STER� ' &VONALEI,Cs October 25,2017 t e 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVA 22314.Quality Criteria,DSB•89 and BCSI Building Component Corona,o Circle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 G05 Common K3841370 1 1 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) ID:AZ 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:53 2017 Page 1 7-4-1 13-10-0 peRWlnv_xdcu2WcJaPCAyZNgg-hEbOyRlatjjSmxh6JXJ7bO0 1?cxBK2iRrTyQ8i0 7-4-1 I 6-5-15 5-3-4 24-84-8-0 5-6-13 Scale=1:40.4 4x6 = C 4.00171-2- N .00 12N 4x6 3x6-- D a B 0. vo 3x4 II E C V ,, [] cS J►t I 3x6= 3x4 i H G 3x4 = 3x4 = 3x4= F 6x6= I 3-0-0 3-2-)2 10-3-5 I 3-0-0 0-2-i2 7-0.9 I 17-3-14 24-8-0 7-0-9 7.4.2 I LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.06 G-I >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.18 F-G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.05 F n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.07 G-I >999 360 Weight 111 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and re. ' -• Ts 4.n,i 'r be installed during truss erection,in ac -s+t�� is -•t -i s REACTIONS. (lb/size) F=800/0-5-8,J=1053/0-5-8 Installation.uide. �\� NxSINFC'9 02 Max Horz J=151(LC 14) - Max Uplift F=-347(LC 11),J=-470(LC 10) �� Max Gray F=889(LC 2),J=1171(LC 2) 89200PE 9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=237/392,B-C=-1308/729,C-D=-1345/776 BOT CHORD A-J=-306/297,I-J=-722/1247,G-I=-471/1026,F-G=-684/1293 Q WEBS B-1=168/280,C-I=-92/291,C-G=-150/386,D-G=-192/253,B-J=-1782/1096, .4.7 OREGON Ds �� D-F=-1313/714 <O ry 14,2°� Q'V- NOTES- /1R RIO- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=21ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;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 C;Fully Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 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 . $KRILL 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. 419 CIV WASjt J 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 347 lb uplift at joint F and 470 lb uplift at j t1r,..- joint J. ��j�'Y : � ` fir/ t d1 51398 ct., ",+t,,4'0ISTE,, SSIONAL VBG October 25,2017 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml/-7477 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overallmit building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,i AP223314 Illy Criteria,DSB-69 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 G06 Common 1 1 K3841371 Trus Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Se 15 2017 MiTek Industries,Inc. Tue 7-4-1 13-10-o 24 16:34:54 207 Pe 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZN g 9Q9m9nmCQ0adZ hV50egxckzUSgjX 2BLYiS,OvyQBi? 7-4-1 I 1 3-10- 19-1-3 24-8-0 5-3-4 5-6-13 I Scale=1:40.4 4x6 = C 4.00 12 4x6 3x6% Y B 4 '+ 3x4 I I E 0 U J m 3x6= 3x4 l H G 3x4 = 3x4 = 3x4= F 6x6= 3-0-0 3-y-12 10-3-5 3-0-0 0-2-12 7-0-9 I 1 7-0-9 214 7-4-2 LOADING (psf) -4-2 TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.06 G-I >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.18 F-G >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(CT) 0.05 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.07 G-I >999 360 Weight:111 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Mirerecommends that Stabilizers and r ,�,s�,r.: • be installed during truss erectrectioo n,in a • t, I REACTIONS. (Ib/size) F=800/0-4-9,J=1053/0-5-8 Installation guide. Co1�GI NF�R siO Max Horz J=151(LC 14) Max Uplift F=-347(LC 11),J=-470(LC 10) 89200PE 9r Max Gray F=889(LC 2),J=1171(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-237/392,B-C=-1308/729,C-D=-1345/776 Cz— BOT CHORD A-J=-306/297,I-J=-722/1247,G-I=-471/1026,F-G=-684/1293 WEBS B-I=-168/280,C-I=-92/291,C-G=-150/386,D-G=-192/253,B-J=-1782/1096, ,�OREGON �!v D-F=-1313/714tx �O try 14,2°�P'�' NOTES• MFR R I-�- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=21ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber EXPIRES: 12/31/2017 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 C;Fully Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 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 ERRII L will fit between the bottom chord and any other members. gq 7)A plate rating reduction of 20%has been applied for the green lumber members. Jl� p�WASH `t? 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 347 lb uplift at joint F and 470 lb uplift at • �.�Y,, G'� joint J. y O .d /'i",r I 51398 4c)k , t, krsTs0) c\- 1 SSIONAL \ic:, October 25,2017 ®WARNING-Verilydesign MB!MI g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1•7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,I AP22331Quality Criteria,DSB-89 and BCSI Building Component 250 Corona, Circle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 G07 Common 3 1 K3841372 Trus Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:55 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJa19-1-4 qg-dcj8N7mgBKITB_Ghfk93TyVfRUnMBXwLyQBi_ I 7-4-1 I 13-10-0 19-1-4 7-4-1 6-5-15 I 24-8-0 I 5-3-4 5-6-13 Scale=1:40.4 4x6 = C 4.00 Ti- N N 4x6 3x6 D B tittr 3x4 I I E mA v> I� [7 _ M O J I H G 356= 3x4 % 3x4 = 354 = F 3x4= 6x6= I 3-0-0 3--)2 10-3-5 17-3-14 3-0-0 0--12 7_p_g I 7-0-9 I 24-8-0 I 7-4-2 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.06 G-I >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.18 F-G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.05 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.07 G-1 >999 360 Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-1 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and re. ' or s 4'r.-4 c be installed during truss erection,in ac , :>�i� I. 'TF1mi -rC 3 Installation guide. �3 �i�,G((�EeR c$'jO REACTIONS. (lb/size) F=800/Mechanical,J=1053/0-5-8 Max Horz J=151(LC 14) Max Uplift F=-347(LC 11),J=-470(LC 10) 89200PE �r Max Gray F=889(LC 2),J=1171(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-237/392,B-C=-1308/729,C-D=-1345/776 C3 ct-- BOT CHORD A-J=-306/297,I-J=-722/1247,G-I=-471/1026,F-G=-684/1293OREGON l(/ WEBS B-I=-168/280,C-1=-92/291,C-G=-150/386,D-G=-192/253,B-J=-1782/1096, D-F=-1313/714 G/0�-/y T 4,2�N� �� NOTES- / ��R R I Lv- " 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=21ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;LumberEXPIRES: 12/31/2017 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 C;Fully Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 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 $RRILj will fit between the bottom chord and any other members. • 9 q 7)A plate rating reduction of 20%has been applied for the green lumber members. 1 O0 WASIrr, tl 8)Refer to girder(s)for truss to truss connections. ' CSO Cts 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 347 lb uplift at joint F and 470 lb uplift at '.'[-� joint J. P --/ar" '� �' a ,r !r .d fir / ,p 51398 w9 %,��CISTSRti9 s`rIONALV,14C5 October 25,2017 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7479 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 !Alibi( is always required for stability and to prevent collapse 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 HOLMAN COMPANY 173010 G08 DBL.HOWE 1<3841373 1 2 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:57 2017 Page 1 5-6-3 1 9-8-2 13-10-0 ID:AZpeR Wlnv_xdcu2 WcJaPCAyZNgg-Z?rv0004tl¢BQIQ4m98XZNbyv1 eMxT?nEgge_EyQ8hy 5-6-3 17-11-14 4-1-14 4-1-14 I 4-1-14 I 22-1-13 1 2 4-1-14 2-6-3-6-3 Scale=1:40.7 5x6 II D 4.00 ./, 4x6 3x4 C E X v 3x4 �' v B 4x6 F 5x8 VS v G a Wirlf nn nn nn m nn nn II n . fl II P M Q R L S T U 4x10= LUS24 2x4 II LUS24 3x6= LUS24 K HUS26 V J W 14x10= 8x8 = 6x6 = HHUS26-2 H LUS24 LUS24 LUS24 3x8 MT2OHS II LUS24 5-6-3 1 9-8-2 I 13-10-0 5-6-3 4-1-14 1 17-11-14 1 22-1-13 1 24-8-0 Plate Offsets(X,Y)-- fA:0-5-0,0-1-151,f1:0-3-9,0-2-01,FJ:0-3-0,0-4-41.1x:0-4-0,0-4-12)1 14 4-1-14 4-1-14 2-6-3 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8!30.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.25 L-M >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.73 MT20 220/195 Vert(CT) -0.55 L-M >538 180 MT2OHS 165/146 BCLL 0.0 * Rep Stress Incr NO WB 0.61 Horz(CT) 0.12 H n/a n/a BCDL 10.0 Code IRC2015lrP12014 Matrix-MS Wind(LL) 0.19 L-M >999 360 Weight:271 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, WEBS 2x4 DF Stud/Std G'Except' except end verticals. D-K,G-I:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae•.. - c-C\ -13 PROFFS REACTIONS. (lb/size) A=3955/0-5-8,H=4708/0-5-8 ���j �NG�NFR cSjO Max Horz A=151(LC 12) 2 Max Uplift A=-1109(LC 8),H=-1400(LC 9) Max Gray A=4143(LC 2),H=4708(LC 1) 4 89200PE of FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-12416/3245,B-C=-10259/2739,C-D=-7816/2227,D-E=-7815/2237,E-F=-9258/2701, ct F-G=-6591/1947,G-I-t=-4671/1398 BOT CHORD A-M=-3138/11754,L-M=-3138/11754,K-L=-2575/9706,J-K=-2473/8757,I-J=-1822/6222 G/O,�OREGON +�lv WEBS B-M=-186/1289,C-L=-376/2267,D-K=-1246/4666,E-J=-406/1300,F-I=-2069/676, B-L=-2229/613,C-K=2935/719,E-K=-1845/731,F-J=-765/2756,G-I=-1896/6488 Y 14, Q NOTES- ' R R 1 L` 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ��ll Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. EXPIRES: 12/31/2017 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. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=21ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 $RRIl-j,B 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 „...‘',S) O WASP, 7 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp C;Fully Exp.;Ct=1.1 .---14. � W 1� 6)Unbalanced snow loads have been considered for this design. , G>O 7)All plates are MT20 plates unless otherwise indicated. �/� �., .. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1G►' 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 er 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. rd ��51398 Gq� 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1109 lb uplift at joint A and 1400 lb .Z CISTER� uplift at joint H. 12) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at ��SIONAL��� 4-6-0 from the left end to 13-8-0 to connect truss(es)to front face of bottom chord. 13) Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 15-8-0 from the left end to connect tCont�nuesfpml)dotbm8Lface of bottom chord October 25,2017 + A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overallmit building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 223314 hty Criteria,DSB-s9 antl BC51 Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841347 173010 CO2 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:34:15 2017 Page 1 I D:AZpeR WI nv_xdcu2WcJaPCAyZNgg-owl0_RHkb 1 g9NrC?JKRhsWm36P55O4ba8 VQ WgyQ8ic 22-10-11 3-11-3 7-1-4 2-10-3{ 9-7-3 14-11-15 17-7-6 22-1-13 2f)--87--)1 26-11-15 3-11-3 3-2-1 d-8-15 1-9-0 5-4-12 2-7-6 4-6-7 O-7-T 4-1-4 0-1-13 Scale=1:47.1 2x4 H 4.00 12 8x10 % D F I 8x8= 8x8 4x6 O Ili 1 I CA ,.t .Z1 ff� �� CAH u; B0. Y It �- - 4x6 o- m �� J 0 on7 CN atI ..,Ad —0, t 7. IIIIII K N M L O K 3x4 = 2x4 II 4x6 = 8x8 = 4x8 = 3x6 I I I 3-2-12 1 5-2-12 1 7-1-4 1 14-11-15 1 17-7-6 1 22-10-11 I 26-11-15 I 3-2-12 2-0-0 1-10-8 7-10-12 2-7-6 5-3-6 4-1-4 Plate Offsets(X,Y)— fC:0-3-7,0-2-1],fG:0-4-0.0-4-8],[L:0-3-9,0-2-01 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 0.60 Vert(LL) -0.14 L-M >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.33 L-M >779 180 TCDL 7.0 Rep Stress lncr YES WB 0.96 Horz(CT) 0.03 K n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.09 L-M >999 360 Weight:138 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 4-9-3 oc purlins, C-G,G-H:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(4-6-15 max.:C-H. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt C-M ce, D P R OFFS, MiTek recommends that Stabilizers..•i ci3 . • I(�pk(ly{'�C' • cr/O be installed during truss erection,i ( r•=n ith Stabiliz-f4 , Installation guide. 44 REACTIONS. (lb/size) K=887/0-5-8,0=1309/0-5-8 89200F'E c-- Max Horz 0=66(LC 13) Max Uplift K=-203(LC 14),0=-392(LC 14) Max Gray K=1051(LC 35),0=1591(LC 35) CC FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �� TOP CHORD A-B=-485/787,B-C=-688/111,C-E=-2812/1189,E-G=-2812/1189,G-H=-2812/1189, �G ,�OREGON <(/ H-J=-1771/1000,J-K=-1020/542 1:0 -/)' 14,'2•C`�Q�- BOT CHORD A-0=-674/495,N-0=-674/579,M-N=-113/724,L-M=-930/1716 ,/ - WEBS C-N=-742/518,C-M=-1098/2177,G-M=-783/412,H-M=-152/1143,H-L=-322/340, 'V/`R R I,-"- J-L=-966/1729,B-0=-1440/690,B-N=-564/1288 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)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 $RILL 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. 'S9 ,. WAS `•f., 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / y �1� .e �. 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 ;t � "'�, will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 7\' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 lb uplift at joint K and 392 lb uplift at l 0F t. joint O. *1), 51398 <y� 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0,4,��'.e0/S -9 . ' IONAL V'' October 25,2017 1 t EMINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Nig Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 HOLMAN COMPANY 173010 H01 California Girder K3841374 s 1 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:00 2017 Page 1 3-11-3 7-1-4 I D:AZpeR Wlnvxdcu2WcJaPCAyZNgg-za Wl Qggz?sLmHmBfRHIEA?DaxFrr8y2DxevlaZyQBhv 3-11-3 l 7-103 I -1-13 19-10-12I 13-0-13 17-0-0 3-2-1 0-8-15 1-3-10 0-8-15 3-2.1 ,. 3-11-3 Scale=1:28.5 8x8 5x6 4.00 F2 p_.....10 R �� U 3x4 B 3x4 Q _E o leap V N ��A 6 -.0.4—'11111111111111111 . III—IFIL11.1.11111111111111111111111111111111111111.1.1.11111111111111— .‘F Or- 3x4= / I W X H : o J _ NAILED NAILED 2x4 H 3x6 5x8= G 3x4 = 2x4 I I 3-0-0 3-?-12 7-1- 9-10-12 3-0-0 0--12 3-108 2-9-9 I 3-10-8 14-010 3-0-0 Plate Offsets(X,Y)-- [H:0-4-0,0-3-0] 3-10-8 0-212 3-0-0 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 0.14 Vert(LL) -0.00 I >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.01 I >999 180 MT20 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 G n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 I >999 360 Weight:150 lb FT=20/o e LUMBER- TOP CHORD 2x4 DF No.1&Btr G=Except' BRACING- C-D:2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except WEBS 2x4 DF Stud/Std G 2-0-0 oc purlins(10-0-0 max.):C-D. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc b �wSxED P R OFFS REACTIONS. (lb/size) J=440/0-5-8,G=440/0-5-8 cC el?" -NGINFF9 /0, Max Max Horz J=-29(LC 10) Max Uplift J=-495(LC 12),G=-466(LC 9) Gr✓ Max Gray J=663(LC 32),G=661(LC 32) 89200PE yr FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=122/415,B-C=-43/598,C-D=-26/579,D-E=-50/581,E-F=-109/418 CC BOT CHORD A-J=-338/127,I-J=-338/127,H-I=-535/25,G-H=-342/114,F-G=-342/114 0 WEBS B-1=-649/265,E-H=-605/278,B-J=-556/482,E-G=-552/455 "9G/ , OREGON tx A., NOTES- / p- y 14,2- N 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: V/FR R I L` ci, 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 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)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;13=45ft;L=24ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)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 j�E lSi'la:q roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 X59 ,F WASjt 7 6)Unbalanced snow loads have been considered for this design. / '_?�G'?.h�� Al 7)Provide adequate drainage to prevent water ponding. 4 19 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :/ C / ° 9)=This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -/ `, will fit between the bottom chord and any other members. �a 10)A plate rating reduction of 20%has been applied for the green lumber members. irk 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 495 lb uplift at joint J and 466 lb uplift ��' ,,f, 51398 c`� at joint G. �44�, 4'G/STEIL . ' 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) "NAILED"indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. sSIONALE�� 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)423 lb up at 7-11-4,and 428 lb up at]9-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. `L ppE rttittiLTIinaarG October 25,2017 6 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 overallmit building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVA 223314�Ity Criteria,DSB-8g and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 H02 K3841375 Common 2 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:01 2017 Page 1 I D:AZpeR Wlnv_xdcu2 WcJaPCAyZNgg-Sm4PeArbmATdwjr??GTjDIjheA_tNN91es7?yQ8hu 3-2-12 4-8-1 8-6-0 12-3-15 13-9-4 I 17-0-0 3-2-12 1-5-5 3-9-15 3-9-15 1-5-5 3-2-12 Scale=1:27.6 7 4x6 = C 4.00 12 O P ,n 3x4 3x4 0. M °. - ..0■1011b ,4. B E Z G O 0 3x4= H 6x10 = F 3x4= 2x4 II 2x4 I1 3-0-0 3-?-12 8-6-0 3-0-0 0-2-12 5-3-4 I 13-9-4 11-0)0 17-0-0 5-3-4 0-2-12 3-0-0 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 0.27 Vert(LL) -0.01 G-H >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.03 G-H >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 G >999 360 Weight:68 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 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required be installed during truss erection,in accord- - i Mi4aeC REACTIONS. (lb/size) H=642/0-5-8,F=642/0-5-8 Installation guide. `�� Fsrsitr Max Horz H=-71(LC 15) � � GINEF,4 �p Max Uplift H=-295(LC 10),F=-295(LC 11) Max Gray H=714(LC 2),F=714(LC 2) 89200PE 9r FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-105/262,B-C=-368/203,C-D=-368/203,D-E=-105/262 WEBS B-H=-604/417,D-F=-604/417,D-G=-181/508,B-G=-181/508 Q NOTES- "9G ,OREGON �Lv 1)Unbalanced roof live loads have been considered for this design. <O ''I)' 14 2�� P-�- 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=20ft;Cat.II;Exp C;enclosed; til R R I L MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber F �- 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 C;Fully Exp.;Ct=1.1 EXPIRES: 12/31/2017 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 lb uplift at joint H and 295 lb uplift at . $RRILj , joint F. 40 Ov WAS1, `'ice 00 47,'?!...- %tDP X162 ,)451398 w` 4eGIST"EW 4' SSIONALE4G October 25,2017 r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 HOLMAN COMPANY 173010 H03 Common 1 1 Trus-Way,Inc.,Vancouver,WA 98668 Job Reference(option-1) ID:AZ 8.130 s Sep 25 2017 MiTek Industries,Inc.Wed Oct 25 16:18:57 2017 Page 1 3-2-12 4-8-1 8-6-0 peRWlnv_xdcu2WcJaPCAyZNgg-6Syk7EAAt8ZLNuAgdRH?fHSWjnhxekhandblUgyPo4S 1-5-5 3-9-15 I 14-0-0 5-6-0 4x6= Scale=1:22.6 C 4.00 1 K L mimmumr.liollib.„ in 3x4 c5 B 6x6 D A _ N ur ,7+, r _ a 3x4= F G 204 I I 3x10 = E E 2x4 I I I 3-2-12 3-2-12 I 8-6-0 5-3-4I 14-0-0 LOADING (psf) 5-6-0 TCLL(roof) 25.0 SPACING- 2-0-0 C51. DEFL. in ( / ) PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.02 E-F >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.07 E-F >999 180 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.01 F >999 360 Weight:60 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except WEBS 2x4 DF Stud/Std G end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and re. . rqr be installed during truss erection,in Sc.. ..-"t 5'th • er , REACTIONS. (lb/size) E=364/0-5-8 (min.0-1-8),G=683/0-5-8 (min.0-1-8) Installation guide. �� � 1G(N - ,s/O Max Harz G=105(LC 14) 2 Max Uplift E=-162(LC 11),G=-304(LC 10) Max Gray E=405(LC 2),G=759(LC 2) a 89200PE yr FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-96/252,B-K=-439/231,C-K=-368/235,C-L=-374/224,D-L=-418/216,D-E=-361/258 WEBS D-F=-149/362,B-G=-662/478,B-F=-186/552 NOTES- , OREGON �Iv 1)Unbalanced roof live loads have been considered for this design. /0 �qCK-7y 14,2°�P� 2)Wind:ASCE 7-10;MWFRS(envelope)gableph(3-second gust) 1p end and C-C Exterior(2)zo zone;C-C for members and forces&fCat.MWFRS forreact ons shown;Lumber 'V/ R R I L\- 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 C;Fully Exp.;Ct=1.1 EXPIRES: 12/31/2017 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for 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-KRILL 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 lb uplift at joint E and 304 lb uplift at B joint G. 419 Dc WASI-t,, •`-1, • r W ( LOAD CASE(S) Standard Wi� l' Q.) { lar . ��,. eon 0 7ir,/ �. ,I, 51398 Cyi � O +,, 4'G/STERE ' SSIONAL V, October 25,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,l AP223314.Irty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 H04 COMMON GIRDER K3841377 r 12 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:03 2017 Page 1 ID:AZpeRWInv_xdcu2WcJaPCAyZNgg-09CA2ssrinjL8xoer4FShmLBIgdc7yBtyQBhs I 2-8-10 5-6-0 2-8-10 I 2-9-6 I 8-3-6 I 11-0-0 I 2-9-6 2-8-10 4x6 Scale=1:21.5 4.00 12 C_ r, 4x8 % K a L 4x8 B D ,orgA 2.4 II ' / 2x4 II � AA iI ' '\ E u� • l 1 I I - 1 I Ill MiJ� r �,LUS24 I N 0 H P G Q �� J 4x12 H LUS24 8x8= LUS24 �, 4x12 II F 8x8= LUS24 LUS24 8x8= I 2-8-10 I 5-6-0 1 8-3-6 1 11-0-0 1 2-8-10 2-9-6 2-9-6 2-8-10 Plate Offsets(X,Y)-- fB:0-3-6,0-1-81,ID:0-3-6,0-1-8],IF:0-3-8,0-5-0],[H:0-4-0,0-6-01,[J:0-3-8,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc 1/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip Vert(LL)1.15 TC 0.20 Vert LL) -0.05 H-I >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.12 H-I >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.81 Horz(CT) 0.02 F n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.05 H-I >999 360 Weight:141 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 2x8 DF SS except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae••. REACTIONS. (lb/size) J=4750/0-5-8,F=3426/0-5-8 -\ QED P R OFF`sS Max Horz J=45(LC 37) ,C0 ,NGINEFR /0 Max Uplift J=-1476(LC 8),F=-1278(LC 9) �-....r 2 Max Gray J=4898(LC 2),F=3616(LC 2) 89200PE 9< FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-6123/2071,C-D=-6130/2073 BOT CHORD I-J=-2087/6539,H-1=2087/6539,G-H=-1589/4558,F-G=-1589/4558 WEBS C-H=-1195/3642,B-H=-960/216,B-1=-781/2987,B-J=-7947/2496,D-H=-447/1550, �Q D-G=-151/308,D-F=-5539/1931 71... OREGON NOTES- /Q 93' 14: a°' "�- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: MER R 11.-\-- �P Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 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)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=21ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;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 ERRILL,B roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp C;Fully Exp.;Ct=1.1 6)Unbalanced snow loads have been considered for this design. a1� 04 WA$ fi.), 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f, r) ): 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide l pp% .r_j- O r will fit between the bottom chord and any other members. r�r�g 9)A plate rating reduction of 20%has been applied for the green lumber members. / = 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1476 lb uplift at joint J and 1278 lb i� r uplift at joint F. 11) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 1-10-8 oc max.starting at �'F' S 1398 Cy 0-9-0 from the left end to 2-7-8 to connect truss(es)to back face of bottom chord. O�* FGIgR� 12) Use Simpson Strong-Tie LUS24(4-SD9112 Girder,2-SD9212 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. S—Z ,-ACS starting at 4-7-0 from the left end to 8-7-0 to connect truss(es)to back face of bottom chord. �NALE 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4688 lb down and 1420 lb up at October 25,2017 Contig on betterg chord The desian/selection of such connection device(s)is the resoonsibility of others t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•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 HOLMAN COMPANY 173010 101 California Girder 1 1 K3841378 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:05 2017 Page 1 ID:AZpeRWlnvxdcu2WcJaPCAyZNgg-KXKwTXu5gPz3NX1cEgKPt3wQ2GTepBGy4wc3GmyQ8hq 3-6-10 15-9-9 I I 6-4-3 17-1-6 8-8-3 I 9-5-5 I 12-2-14 3-6-10 2-9-9 0-9-3 1-6-13 0-9-3 2-9-9 3-6-10 Scale=1:26.5 8x8 % 5x6 4.00 R �, T a U co 00 3x4 ri 3x4 8 E 0 o -. 10dil _ Q V v o F MI 0 W x x a 3x4= H x J 3x4= NAILED 2x4 II 5x8 = G 3x4 = 2x4 II I 3-0-0 3-2-112 6-4-3 I 9-5-5 12-6-13 1$-919 15-9-9 3-0-0 0-2-12 3-1-7 3-1-2 3-1-7 0-2-12 3-0-0 Plate Offsets(XX).-- fH:0-4-0,0-3-0] LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.01 H-I >999 240 MT20 220/195 TCDL 7 0 Lumber DOL 1.15 BC 0.32 Vert(CT) 0.05 H-I >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.21 Horz(CT) -0.01 G n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.02 H-I >999 360 Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, C-D:2x6 DF SS G except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(10-0-0 max.):C-D. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc b ED P R OFFS MiTek recommends that Stabilizers,ore- I�tpj� S/ be installed during truss erection,i cr.:n - ith Stabiliz-r4 0 REACTIONS. (lb/size) J=356/0-5-8,G=358/0-5-8 Installation guide. Max Horz J=-26(LC 10) $9200F'E r Max Uplift J=-625(LC 12),G=-603(LC 9) Max Gray J=553(LC 32),G=551(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON D, ,c<(/� TOP CHORD A-B=-135/425,B-C=0/826,C-D=0/736,D-E=0/764,E-F=-117/435 BOT CHORD A-J=-355/140,I-J=-355/140,H-l=-739/0,G-H=-364/122,F-G=-364/122 ,O '9 y 4 23� -} WEBS B-1=893/104,E-H=-815/136,B-J=-413/647,E-G=-423/609 AI Q� NOTES- ,V/�R R 11.-\- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. EXPIRES: 12/31/2017 II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical 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. 5)Provide adequate drainage to prevent water ponding. . F,RRILL B 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a19 04 WASE T) 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. (� 8)A plate rating reduction of 20%has been applied for the green lumber members. , `''' s' • �� "''.. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 625 lb uplift at joint J and 603 lb uplift at joint G. �,. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /V� 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)92 lb down and 51 lb up at �,P .45, 1398 t{ 7-10-12,and 478 lb up at 8-7-6 on top chord,and 464 lb up at 7-1-15 on bottom chord. The design/selection of such connection ST E �Y device(s)is the responsibility of others. SSIONAL' 1 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard �.ontimterl nn oaaP 2 October 25,2017 r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. mit it Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII QualityCriteria,DSB- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 102 Common i 1 K3841379 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:06 2017 Page 1 I 7-10-12 I D:AZpe R Wlnv_xdcu2 WcJa PCAyZNgg-oktl htvkbi 5w?hcpoYseQ GTbOftTYeZ6Ja MdoCyQBhp 7-10-12 1 15-9-9 _ - 7-110-10-1 2 Scale=1:25.6 4x6 =- Special Special C 4.00 12 O P rn 3x4% 3x4 <-4 B D IA 110,41, .0111 41111. A E Io 3x4= H , G 2x4 II 5x8 = F 3x4= 2x4 II 3-0-0 3-?-112 I 12-6-13 1 3-0-0 0-2-12 74-8-0 4-8-0 O-2- 2 3-0-09 1 Plate Offsets(X,Y)- fG:0-4-0.0-3-01 0 2 12 3-0-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 F-G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(CT) -0.02 F-G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.00 G >999 360 Weight:63 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and re. ' -• Ts 4`.■.r.-4; be installed during truss erection,in ac -��� • h Y�nlll -rFs REACTIONS. (lb/size) H=600/0-5-8,F=600/0-5-8 Installation guide. c ' ��GjNEER cSj� Max Horz H=32(LC 38) 2 Max Uplift H=-189(LC 14),F=-151(LC 11) 89200PE 9r Max Gray H=663(LC 2),F=663(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=318/272,B-C=-297/39,C-D=-297/39,D-E=-318/272 BOT CHORD A-H=-216/312,G-H=-216/312,F-G=-216/312,E-F=-216/312 7 . DOREGON �lvQ WEBS B-H=-557/369,B-G=-215/459,D-G=-215/459,D-F=-557/369 S NOTES- <0 n�}' 14,2.°\ T 1)Unbalanced roof live loads have been considered for this design. -.7 CFIR(L` e,P 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 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)Unbalanced snow loads have been considered for this design. 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. $BRILL B 7)A plate rating reduction of 20%has been applied for the green lumber members. 9 .q` 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 189 lb uplift at joint H and 151 lb uplift at `,� DF WAS/it, y.� joint F. ffa Alia G� 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)16 lb down and 52 lb up at ,,..�'." O 7-10-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. L ,,,e,„-,7:;.„-:,,...1." �E� , 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). rt, �1 . LOAD CASE(S) Standard +rlN-', 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 'n0 ��51398 c�' Uniform Loads(plf) r(� cIS7ERC. Vert:A-C=-56,C-E=-56,I-L=-20 S`'ZONALE,� /.ontimtPrl nn nave 7 October 25,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10Po3/2015 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P o g Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 103 Common 1 1 K3841380 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 MiTek Industries,Inc. Tue Oct 24 16:35:07 2017 ID:AZpeR2017 GwMMODmdgB?MFNtzU kf3DLH5UFYE5AKfyQB Wlnv_xdcu2WcJaPCAZNho I 4-10-12 Y qg- 4-10-12 I 12-9-92-9-9 7-10-12 Scale=1:21.5 4x6 = 4.00 12 B L K rn 3x4 % A 3x4 NC 41.11.f111111, C- IMIE �o � to * F C'2x4 II E 4x8 = 3x4 = 2x4 I 4-10-12 4-10-12 I 9-6-13 GI-91 LOADING (psf) 4-8-0 0-2-12 3-0-0 TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.01 F-G >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.04 F-G >999 180 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.01 F-G >999 360 Weight:54 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and re. .j.s -s s be installed during truss erection,in ac t, l -re REACTIONS. (lb/size) 5=320/0-5-8,E=636/0-5-8 Installation.uide. SMax Horz G=-62(LC 12) �� • o_., Max Uplift G=-56(LC 14),E=-149(LC 11) Max Gray G=355(LC 2),E=707(LC 2) 89200PE 9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-347/79,B-C=-366/87,C-D=-318/265,A-G=-315/133 BOT CHORD E-F=-206/311,D-E=-206/311 (a Cr WEBS C-F=-288/507,C-E=-611/448,A-F=-8/300 "9G ,�OREGON !v NOTES- �O 9 14 ,2.0\ P_A,, 1)Unbalanced roof live loads have been considered for this design. /i/fR R I Lk_ 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. cc II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Unbalanced snow loads have been considered for this design. 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. . $RLL 7)A plate rating reduction of 20%has been applied for the green lumber members. 8 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint G and 149 lb uplift at �� Or WSg��} joint E. J Clar141%V'; '. l' s 2 ,„6�p ,I, 51398 q� +ti, GISTER� kANIALVNA t October 25,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. l 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,lVA 22314 Iity Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 I Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841381 173010 104 Common 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:08 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-k6?36Zw_7KLdE_IBvzu6VhYvPTZa0YkPmurjs5yQ8hn 1 4-10-12I 12-9-9 4-10-12 7-10-12 Scale=1:21.5 4x6 4.00 12 B /--------. L K 3x4 % 3x4 A C N Oro 441N fel _ D o F Xx Io G 2x4 E 4x8 = 3x4 = 2x4 II 4-10-12 I 9-6-13 q-91 12-9-9 I 4-10-12 4-8-0 0-2-12 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft L/d PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.01 F-G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.04 F-G >999 180 BCLL 0.0 Rep Stress!nor YES WB 0.22 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.01 F-G >999 360 Weight:54 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, DOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and re. ' • .s 4.r.: be installed during truss erection,in ac • .ti u -.I - s Installation guide. C, ' �NGI NEe9 S. REACTIONS. (lb/size) G=320/0-5-8,E=636/0-5-8 2 Max Horz G=-62(LC 12) GV Max Uplift G=-56(LC 14),E=-149(LC 11) 89200PE 9r Max Gray G=355(LC 2),E=707(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-347/79,B-C=-366/87,C-D=-318/265,A-G=-315/133 BOT CHORD E-F=-206/311,D-E=-206/311 y OREGON 4 WEBS C-F=-288/507,C-E=-611/448,A-F=-8/300 /�/ 2j4)' 2-0N 0 �� NOTES- O NOTES- 4/1 7 4,2 �Q�` 1)Unbalanced roof live loads have been considered for this design. V/`R R I L� 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 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)Unbalanced snow loads have been considered for this design. 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 fora 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. LORR1LL B 7)A plate rating reduction of 20%has been applied for the green lumber members. 489 4 WAS `i' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint G and 149 lb uplift at joint E. 10,,1 �G1 l� % / t` 4, 51398 44,, 0A, FCISTESO .41 sst0NAL- October 25,2017 t A WARNING-Verlfy 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 iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 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 HOLMAN COMPANY 173010 105 Common 2 1 K3841382 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:09 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNqg-DJZRJvxcudTUsBKNTgPL2v54Etvd1OEY?YaHPXyQBhm 4-10-12 I8-11-9 4-10-12 4-0-13 I Scale=1:20.2 4x6= 4.00 12 8 G 1ri H 3x4 -i _ ddillill :Nr" m 3x4 C A N 1111.111 V1 l� N II NI NENE III ,/ E F 4x8= 2x4 H D 2x4 H l 4-10-12 l 8-11-9 4-10-12 4-0-13 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.02 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.05 E-F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 E >999 360 Weight:43 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 OF Stud/Std G except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and re ' Ts'I rr.• be installed during truss erection,in ac •�fe f. l -�S REACTIONS. (lb/size) F=328/0-5-8,D=328/0-5-8 Installation guide. 6, s- NEF9 Sim Max Horz F=67(LC 13) $ Max Uplift F=-56(LC 14),D=-57(LC 14) �' 89200PE �r Max Gray F=364(LC 2),D=364(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-367/172,B-C=-353/167,A-F=-323/193,C-D=-339/184 Ct- WEBS A-E=-89/319,C-E=-92/325 OREGON 40 NOTES- L'O . y 14,0Q1z \- 1)Unbalanced roof live loads have been considered for this design. t� 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Fri(l 11--L II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Unbalanced snow loads have been considered for this design. 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. $I2 RIl L B 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint F and 57 lb uplift at ,419 4 WAS `7 joint D. � � �" .4410,.. ,:_:,,r4.4:1-1.;;'c, ..% ds air 513984, O� �e'GrSMV'' ��SIONALE�� 0 October 25,2017 1 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. let Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,)AP22314.Irty Criteria,DSB-89 and SCSI Building Component Coo a, Circle Coronna,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 J01 Jack-Open 42 1 K3841383 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:09 2017 Page 1 ID:AZpeRWlnvxdcu2WcJaPCAyZNgg-DJZRJvxcudTUsBKNTgPL2v58Vtw912TY?YaHPXyQBhm 1-10-3 1-10-3 - Scale=1:7.5 4.00 12 B A, (c�Ep P R 0p4-6, 5 �NGINEFR �0 d �� 89200PE 9 cz- 3x4 = C 7 ,OREGON X44/ /0 „1/)' 14,2°N ..— lis RRIL\- ' EXPIRES: 12/31/2017 1-10-3 I Plate Offsets(X,Y)-- 1-10-3 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) -0.00 F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 F >999 180 BCLL p_p - Rep Stress InaYES WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.00 F >999 360 Weight:5 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. 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 REACTIONS. (lb/size) A=69/Mechanical,B=41/Mechanical,C=28/Mechanical Installation guide. Max Horz B=20(LC 14) Max Uplift A=-15(LC 14),B=-9(LC 14) Max Gray A=77(LC 2),B=46(LC 2),C=31(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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 15 lb uplift at joint A and 9 lb uplift at joint B. gRRILL 4,00 , ,,,,j0 ev WASj, �t'l, irr"�V t"Its), ,,I, 51398 wt ' GIS-I' _ tU � ,,SSIONALE�G October 25,2017 I __ i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MN Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 22331q lity Criteria,DSB-89 and BCSI Building Component Cooronna, Circle Coa,CA 92880 5'\('' PR Truss Truss Type Qty Ply HOLMAN COMPANY 173010 J02 Jack-Open 42 1 K3841384 Trus Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:10 2017 Page 1 I D:AZpeR Wlnvxdcu2 WcJaPCAyZNgg-hV7pWFyEexbLUlva 1 Owaa6dlYHEpUVoiEBKgxyQ8h1 I 3-10-3 3-10-3 - Scale=1:10.8 )( 2x4 II B C R 4.00 12 '\('' P R oF Fss � F�q /O 89200PE yr N n ., n A _ ma/, �OREGON��� .1 O 14,2 P+ / MFRRIt_L 6 3x4= D EXPIRES: 12/31/2017 2x4 I I E I 3-5-8 I 3-10-3 I 3-5-8 0-4-11 Plate Offsets(X,Y)-- fA:0-1-5,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.07 Vert(LL) -0.00 ( H >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 E-H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 H >999 360 Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-3 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 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)E=0-5-8. (Ib)- Max Horz E=42(LC 14) Max Uplift All uplift 100 lb or less at joint(s)A,C,D,E Max Gray All reactions 250 lb or less at joint(s)A,C,D except E=344(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)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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)A,C,D,E. 0,BRILL 45, ♦� it 4R 51398 k,, 9,t, 'CIST 3- �SSIONALE�° October 25,2017 t R A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10Po3/2015 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 HOLMAN COMPANY 173010 J03 Jack-Open 30 1 K3841385 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:10 2017 Page 1 I D:AZpeR Wlnv_xdcu2WcJaPCAyZNgg-hV7pWFyEexbLU Iva 1 Owaa6dGVHEMUSgiEBKgxyQ8hl I 5-10-3 5-10-3 C Scale=1:15.1 4.00 12 1� 384% 1 B v ' N ., A s ii --gill 11 3x4 = hd OA E D 2x4 113x4 = I 3-0-0 2-1 5-10-3 I -2-12 2-7-7 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.00 D-E >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(CT) 0.00 D-E >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) -0.01 C n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.00 D-E >999 360 Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required • • - • be installed during truss erection,in accord- r- Yikaec - REACTIONS. (lb/size) C=43/Mechanical,E=680/0-5-8,D=-201/Mechanical Installation•uide. • _ `-'1- Max Horz E=65(LC 14) �5 �tJGINEF9 /� Max Uplift C=-28(LC 14),D=-214(LC 2) /L Max Gray C=53(LC 18),E=735(LC 2) 4 89200 P E 9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-175/586 BOT CHORD A-E=-521/193,D-E=-521/66 WEBS B-E=-622/289,B-D=-71/565 d �Ct- -7L 4„,..0REGON D NOTES- /� y 14+2-ON Q+ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;enclosed;MW [�FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right `r�R I I._\-- 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 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. ,$KRILL,gq 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at joint(s)C except ,- WASg `t'l D=214. P P (Jt=1b) 1� 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. / y i js�>. �� Ai Building designer must review loads to verify that they are correct for the intended use of this truss. /. �r' �; O 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)84 lb down at 0-0-0 on top `k chord. The design/selection of such connection device(s)is the responsibility of others. IR f`. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ler LOAD CASE(S) Standard 51398 k, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 °.<���GIST$R" Uniform Loads(plf) r Vert:A-C=-56,D-F=-20 `rI�NAL�� Continued oanaae 2 October 25,2017 • f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841386 173010 J04 Jack-Open 15 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:11 2017 Page 1 ID:AZpeR W nvxdcu2 WcJaPCAyZNgg-9hhBkbzsPFjC5SUmb5Rp7KAPWgXzDx2rSr3OTQyQ8hk I 7-10-3 1 7-10-3 0-1-1 ., C - Scale=1:18.7 4.00 12 I n 2x4 II B N A N O Ii 3x4 = E 2x4 II D I 3-0-0 312-12 7-10-3 7-111-4 3-0-0 0-2-1 4-7-7 0-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.02 D-E >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.26 Vert(CT) 0.03 D-E >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.10 C n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.03 D-E >999 360 Weight:24 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 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required • be installed during truss erection,in accord- Y I FcS' Installation guide. W REACTIONS. (lb/size) C=76/Mechanical,D=11/Mechanical,E=503/0-5-8 Max Horz E=87(LC 14) c CP ....89G2 NC'I NEF'9 `�- Max Uplift C=-45(LC 14),E=-162(LC 14) 1. Max Gray C=101(LC 18),D=56(LC 7),E=559(LC 2) �� 89200PE ' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS B-E=-383/386 NOTES- -y OREGON 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. a% ''7 \b' 4`44/ II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right /6 -9 r 14,2°0.4 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 MFR R I�L 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 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.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)C except(jt=lb) $J LL E=162. , 419 iv.WASE 1-/-:, � jilt, Int?~ '� �� \f : Vie: ti � �, 1w"� ��,�Gt5ISTE398R�9 SSjaNALE (' October 25,2017 d 6 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/01/2015 BEFORE USE. Imit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 HOLMAN COMPANY 173010 J05 Jack-Open 8 1 K3841387 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:11 2017 Page 1 I D:AZpeRWlnv_xdcu2WcJaPCAyZNgg-9hhBkbzsP9CSSUmb5Rp7KAPOgY6Dx2rSr30TQyQehk 7-11-4I 9-10-3 7-11-4 1-10-15 Scale=1:21.0 Di to 4.00 12 J 11 1' N M 2X4 I I _ B 111 M A 3x4 = 6.11 F2x4II E I 3-0-0 312-112 7-11-4 I 3-0-0 0-2-12 4-8-8 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.02 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) 0.03 E-F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.10 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.03 E-F >999 360 Weight:27 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 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required •..hr . • be installed during truss erection,in accord- 4 ikneCF Installation guide. �v/1F REACTIONS. All bearings Mechanical except(jt=length)F=0-5-8,C=0-3-3. ` GINE �r�O (Ib)- Max Horz F=109(LC 14) .2N F Max Uplift All uplift 100 lb or less at joint(s)D,C except F=-152(LC 14) Cv Max Gray All reactions 250 lb or less at joint(s)D,E,C except F=565(LC 2) 89200 P E r- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS B-F=-394/384 NOTES- 'y OREGON !V� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 17 .414-, ,�D� II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right Q }' 14 2.()\ .� P"�- 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 MFR R 11.- e' 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 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.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)D,C except(jt=lb) j F=152. EItpp .q 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C. aS9 0. WAS 14'- 4 7� � �, i'�r CSO • tv)X, 1 7417 ..iti ,� 51398 q� t� �crsraR ' vs''IONAL�l6 October 25,2017 t R ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10Po3/2015 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 HOLMAN COMPANY 173010 J06 Jack-Open 8 1 K3841388 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:12 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-duFaxxzUAYs3jc3y8oy2gXjcW4wXyNW hVpx?syQBhj I 7-11-4 11-10-3 I 7-11-4 3-10-15 Scale=1:24.5 D , 163 4.00 12 C J �C� .D PR OFFS a c,<3 �NGI NEE9 6j0* 2 3x4 % 89200PE �r 7 B A Mr w , � ,OREGON � Alv1 t �� �O q y y 4 20'\ P+ 3x4 = M.6 �`R R L` V F 2x4 3x6_E EXPIRES: 12/31/2017 1 3-0-0 312-112 7-11-4 8-p-114 3-0-0 0- -12 4-8-8 0-1-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/dell Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 E-F >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.03 E-F >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.00 F >999 360 Weight:36 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 6-0-0 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. All bearings Mechanical except(jt=length)F=0-5-8,C=0-3-3. (Ib)- Max Horz F=228(LC 10) Max Uplift All uplift 100 lb or less at joint(s)E except D=-104(LC 10),F=-169(LC 10),C=-214(LC 10) Max Gray All reactions 250 lb or less at joint(s)D,E except F=565(LC 2),C=260(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-167/269 WEBS B-F=-456/342 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=21ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;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 C;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)E except(jt=lb) j.(�ERRriz 8 D=104,F=169,C=214. S9OF WASE 1" 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C. G' 0 ' O eiO ,R� 1398 t, ,t +<vGISTE L sSIONALEG October 25,2017 t r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MN MO 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 HOLMAN COMPANY 173010 J07 Jack-Open 4 1 K3841389 - Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) s Se15 2017 MiTek Inc. Tue Oct 24 16:35:13 2017 Page 1 ID:AZpeRWlnv$d u2WcJaPCAyZNgg 54py9Gs7xs_wLIe9iWUHCIF uUEahgf8w9YUYlyQBhi I 7-11-4 7-11-4 1 13-10-3 .. - 5-10-15 E Scale=1:28.7 D I,I Io 4.00 12 0 K 0 C ►1 .1 2x4 I -e v v B • A I ; II 0 3x4= G F 2x4 I I I 3-0-0 312-12 7-11-4 3-0-0 0-2-12 4-8-8 1 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deftL/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.02 F-G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) 0.03 F-G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.10 E n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) -0.02 F-G >999 360 Weight:32 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required • • - • • Installationbinstalled uideg truss erection,in accor`�R Y i F�' REACTIONS. All bearings Mechanical except(jt=length)G=0-5-8,C=0-3-3,D=0-1-8. guide. (Ib)- Max Horz G=154(LC 14) \C� 0AG�N EF,9 `S) Max Uplift All uplift 100 lb or less at joint(s)E,D except G=-127(LC 14),C=-113(LC 14) r,� o2 Max Gray All reactions 250 lb or less at joint(s)E,F,C,D except G=565(LC 2) 89200 PE �r FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=291/110 BOT CHORD A-G=-101/283 WEBS B-G=-394/363 Q yi , OREGON �� NOTES- /o-7--/).- N ,Z � ti..4" 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right MER A LL 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 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. .0gRRILL., 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D. q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)E,D except(jt=lb) 40 OP,,�v WASjt fl G=127,C=113. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C,D. {�0�' - � , �� ���� G - . 7 V rd � 51398 w'� �.4,�Fc?1s 's. SSIONAL V, October 25,2017 1 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil> Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 223314 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 J08 Jack-Open 2 1 K3841390 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:13 2017 Page 1 ID:AZpeRWlnv_xdcu2Wc.JaPC3 -54py9G_7xs_wLle9tWUHCIFIuUEahgj8w9YUYIyQBht 7-11-4 7-11-4 I 15-10-3 5 7-10-15 F Scale:3/8"=1' I' I� 4.00 12 D �� it �Q`E° P R Opes c�� \ NG`I ON sj� ►� 8920PE 2�r 2x4 I I a A �'�i OREGON tv� ra �� 4�9 Y 14 V\ P+� ►� MFR R I L�- 3x4= H 2x4 HG EXPIRES: 12/31/2017 3-0-0 3-?-12 7-11-4 3-0-0 0-2-2 4-8-8 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.02 G-H >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) 0.03 G-H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.10 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.02 G-H >999 360 Weight:35 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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 REACTIONS. All bearings Mechanical except(jt=length)H=0-5-8,C=0-3-3,D=0-1-8,E=0-1-8. Installation guide. (lb)- Max Horz H=176(LC 14) Max Uplift All uplift 100 lb or less at joint(s)F,D,E except H=-115(LC 14),C=-116(LC 14) Max Gray All reactions 250 lb or less at joint(s)F,G,C,D,E except H=565(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-332/125 BOT CHORD A-H=-116/324 WEBS B-H=-394/352 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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. .oILRIL-, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D,E. 9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)F,D,E except - O�WA$�'j/Q (jtBevled Cor h. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C,D,E. r '71 . r '. ./ FA�r:`s`a O 16 41 51398 c1`� ' GISTS30) SI%NALEG October 25,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. let Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVAP2231q lily Criteria,DSB-89 and BCSI Building Component Coo g Circle Coronnaa,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841391 173010 J10 Jack-Open 4 1 • Job Reference_ootional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:14 2017 Page 1 I D:AZpeR Wlnv_xdcu2WcJaPCAyZNgg-ZGMKMc?IiA6nyvDLGD?WlyozCubOQGdH9p124IyQ8hh 3-2-12 I 4-6-0 I 5-10-3 3-2-12 1-3-4 1-4-3 Scale=1:14.1 C 11 % 1 4x8 I 4.00 Ti-- B K 9 c'•?, • 5 FA 4er MN li 2x4 = 3x4= LII --ii,x4 // F 2x4 = 3x4 = G I 3-0-0 $2-1 4-6-0 I 5-10-3 I 3-0-0 0-2-12 1-3-4 1-4-3 Plate Offsets(X,Y)-- [D:Edge,0-1-8] 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 0.15 Vert(LL) 0.00 G >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.15 Vert(CT) 0.00 F-G >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 C n/a n/a BCLL 0.0 Code IRC2015/TPt2014 Matrix-MP Wind LL -0.00 F-G >999 360 Weight:23 lb FT=20% BCDL 10.0 ( ) 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins. BOT CHORD 2x4 DF No.1&Btr G`Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B-F:2x4 DF Stud/Std G MiTek recommends that Stabilizers and re. ' -• s 4.1•= WEBS 2x4 DF Stud/Std G be installed during truss erection,in ac - •.e� i. -..I -res Installation guide. s REACTIONS. (lb/size) C=-9/Mechanical,D=-23/Mechanical,G=470/0-5-8 2 Max Horz G=65(LC 14) CV Max Uplift C=-10(LC 2),D=-26(LC 2),G=-170(LC 14) 89200PE 9f Max Gray C=5(LC 14),D=27(LC 12),G=523(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-432/398 CC BOT CHORD A-G=-339/456OREGONyt� WEBS B-G=-459/420 L/ 23 D• NOTES- ^�t� y ,`ZQ�Q,T 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 't'/`ri A iL II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right - exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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: 12/3112017 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 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. $RR1LL 6)A plate rating reduction of 20%has been applied for the green lumber members. -cr.q, 7)Refer to girder(s)for truss to truss connections. ,19 WAS. i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)C,D except(jt=lb) -.l �G=170. - or-"".* - . � • N....,, 'le . 4 ,ck" 11> ,P 51398 ki °.„ 4"0/sTEW �SSIONALEO October 25,2017 4 k MIMI A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/1015 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,056-89 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 HOLMAN COMPANY 173010 711 Jack-Open 2 1 K3841392 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:15 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-1 TwiayONTTEea3oXgxwIHAK8alxu9kBRNT1bcByQ8hg 4 6-0 I 7-10-3 7-1114 3-4-3 0-1-1 . C Scale=1:17.8 i' 4.00 12 4x8 % K B N Of° 11 A 16 IE _ " _o 2x4 = to 3x4= * F 2x4= 3x4 = G 2x4 /i I 3-0-0 3r2 1¢ 4-6-0 I 7-10-3 7-111-4 3-0-0 0-2-1 1-3-4 3-4-3 0-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc 1/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.18 Vert(LL) 0.01 (D-E >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 D-E >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.00 F-G >999 360 Weight:31 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* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B-F:2x4 DF Stud/Std G WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required I rar' be installed during truss erection,in accord- - 'i iiifr Installation guide. `�� REACTIONS. (Ib/size) C=70/Mechanical,D=32/Mechanical,G=490/0-5-8 ��\ NGI NEF9 /0 Max Max Horz G=87(LC 87(LC 14) 2 Max Uplift C=-36(LC 14),G=-155(LC 14) 44.1 Max Gray C=90(LC 18),D=60(LC 7),G=544(LC 2) 89200PE 9N--- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-407/392 BOT CHORD A-G=-331/427 WEBS B-G=-497/357 O y4. SQ OREGON NOTES- <0 y 2 14 °�P4 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. /1 n II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right FR R I1_\- 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 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. . $BRILL,, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)C except(jt=lb) 719 04 WAS11 mil G=155. /'' Name)\"t �:4 J ree K1,10 �Pg 8 w� +{�, GISTE5139g �' S (34 SIONAL V'' October 25,2017 4 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev.10/07/2015 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 HOLMAN COMPANY 173010 J12 Jack-Open 2 1 K3841393 Trus Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:15 2017 Page 1 ID:AZpeRWlnv_xdcu2Wc.JaPCAyZNgg-1TwiayONTTEea3oXgxWIHAK8Q1xx9kHRNTIbcByQ8hg 4-6-0 I 4-6-0 7-11-4 I 9-10-3 3-5-4 1-10-15 Scale=1:21.5 D �1 liC 4.00 F12- L a u� 4x8 i. 6 m M M A 1 A _„„„iiir l r ..,„;_,,_,„„...„_am.. a Io ►/ 2x4 = 3x4 = PIA G 3x4 = H 2x4 // 2x4 = 1 3-0-0 3-12-1p 4-6-0 7-11-4 8-0-14 3-0-0 0-2-1 1-3-4 3-5-4 0-1-10 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 E-F >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.00 F >999 360 Weight:34 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* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B-G:2x4 DF Stud/Std G WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required be installed during truss erection,in accord-. - Y $i i iz c REACTIONS. All bearings Mechanical except(jt=length)H=0-5-8,C=0-3-3. Installation guide. �//C (Ib)- Max Horz H=109(LC 14) C. NG I NEF'9�i0 Max Uplift All uplift 100 lb or less at joint(s)D,C except H=-145(LC 14) 2 Max Gray All reactions 250 Ib or less at joint(s)D,E,C except H=549(LC 2) 89200 P E 91' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-406/390 BOT CHORD A-H=-328/426 WEBS B-H=-508/338 Q -yI- ,�OREGON A. NOTES- "O �9 y 14,2°' P- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 1 II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right V/FR t_L R exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. $RRIL j 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)D,C except(jt=1b) S9 04 WASpr, 14-, H=145. N 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C. •Op ,i1 -',...1?..,,..G,),a-ii 1 .'. O:!-f•' ..d� 51398 k� o� �'crsTtR� w �SSIONALE��� October 25,2017 11 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. -- mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P o Corona,aCircle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 JAC Jack-Open 1 1 K3841394 - Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:16 2017 Page 1 ID:AZpeR Wlnv_xdcu2 WcJaPCAyZNgg-VfU4nl1?EnMVCDNkNe 1_gNtG7hFHuB Hac7n99dyQ8hf I 7-11-4 9-0-3 7-11-4 1-0-15 Scale=1:19.6 Dii Io 4.00 171 .2 ►_I J a 2x4 II y0 B N T r M ___iiiiiiiiiNPI A ,/ 3x4 = =, F 2x4 II E I 3-0-0 312-1 7-11-4 3-0-0 0-2-12 4-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/deft Lid PLATES GRIP S (roof) 25.0 Plate Grip Vert(LL)DOL 1.15 TC 0.38 Vert LL 0.02 E-F >999 240 MT20 220/195 Snow now(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) 0.03 E-F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.10 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.03 E-F >999 360 Weight:25 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 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required • • - • be installed during truss erection,in accord- - ii ihec Installation guide. REACTIONS. All bearings Mechanical except(jt=length)F=0-5-8,C=0-3-3. C?c G�NE - �jO (Ib)- Max Horz F=100(LC 14) N F Max Uplift All uplift 100 Ib or less at joint(s)D,C except F=-158(LC 14) ' 2 Max Gray All reactions 250 lb or less at joint(s)D,E,C except F=565(LC 2) 89200 P E 9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS B-F=-394/389 NOTES- "y OREGON !V. 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. L- 1 1b` II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right <O 11}' 14,2° 0- exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /►Iy/t 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 `'TM,L�- 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)D,C except(jt=1b) F=158. .oRRILL , 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C. 419 Ov WAS t,, r,t,� 51398 w� °���FcrsTsw 0w ssIONAL V' October 25,2017 t k AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10Po7/2015 BEFORE USE. MMINIII Mt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 HOLMAN COMPANY 173010 JCG Jack-Open 1 1 K3841395 Job Reference(optional) - Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:17 2017 Page 1 ID:AZpeRWlnv_xdcu2 WcJaPCAyZNgg-_r2T_e 1 d?5UMpNywxMYDNbQRt5b Wdeekm Wih4yQ8he 7-11-4 7-11-4 I 5-8-1513-8-3 8-815 I E Scale=1:28.4 iiD 4.00 12 11 11 K C d e 4 a 6 o 2x4 II v ' B A -.411111111111111111111111111111 �/ 3x4 = G F 2x4 II I 3-0-0 3-g-12 7-11-4 3-0-0 0-2-12 4-8-8 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.02 F-G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) 0.03 F-G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.10 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.02 F-G >999 360 Weight:32 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 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required • • be installed during truss erection,in accord-- - 'ii itiaer c Installation guide. u/C- REACTIONS. All bearings Mechanical except(jt=length)G=0-5-8,C=0-3-3,D=0-1-8. c GINE 9( 7 (Ib)- Max Horz G=152(LC 14) � N F Max Uplift All uplift 100 lb or less at joint(s)E,D except G=-128(LC 14),C=-113(LC 14) -' Max Gray All reactions 250 lb or less at joint(s)E,F,C,D except G=565(LC 2) 89200PE 9t' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-287/109 BOT CHORD A-G=-100/280 WEBS B-G=-394/364 0 �� 7 OREGON 1 NOTES- GAO��Y Z 14, °��P+� 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 1/ II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right V/`rZ R t� 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 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. gPJU j 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D. ) J19 ��WAS/11A, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)E,D except(jt=lb G=128,C=113. r G' 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C,D. /1 �'iA/ �� -/rte/ �� 51 '� O����GISTER38,, . �'q, sSIONAL- October 25,2017 4 111/• I A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. but Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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' ilek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �V� it 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 HOLMAN COMPANY 173010 JCI Jack-Open 1 1 K3841396 - Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:17 2017 Page 1 I D:AZpeR W nv_xdcu2 WcJaPCAyZNgg-_r2T_e 1 d?SUMpNywxMYDNbQ RF5aldedkmwih4yQ8he I 7-2-7 7-11-4 7"2"7 I 0-8-13 Scale=1:18.9 D ►,I Jr 4.00 171F J 11 2x4 II B n . n N ilN A MP I' 11111,a111111' a..11, 3x4 = F 2x4 I I E I 3-0-0 312-1? 3-0-0 0 7-2-7 '2'1 3-11-11 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.02 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT) 0.03 E-F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.10 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.03 E-F >999 360 Weight:23 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required • • be installed during truss erection,in accord- I' Installation•uide. • _ �'- REACTIONS. All bearings Mechanical except(jt=length)F=0-5-8,C=0-1-8. (lb)- Max Horz F=88(LC 14) Gj ANG I N EF,Q /p Max Uplift All uplift 100 lb or less at joint(s)D,E,C except F=-162(LC 14) `� 2 Max Gray All reactions 250 Ib or less at joints)D,E,C except F=550(LC 2) 89200- E 9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS B-F=-364/368 NOTES- Q ,42"- _1 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �GOREGON\� II;Exp B;enclosed;MW /FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right O '9Y4 20 -}- exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 A'[� ...0?..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 /1/ Fii R L� 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 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)C. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)D,E,C except ERRILL s (jt=lb)F=162. 1S) WAS 41:`i1 10) Beveled plate or shim required to provide full bearing surface with truss chord at joints)C. • p It op ,.,..0,,,,,..- 0 . .d ler 5139$ k4 Ot, ,' GISTEgP ' sSIONAL V, October 25,2017 4 5 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. -- III Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2223II 314 Irty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 JCM Jack-Open 1 1 K3841397 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:18 2017 Page 1 I D:AZpeR Wlnv_xdcu2 WcJaPCAyZNgg-S2crC_3 2Fm0cDRXW6V33SvoycdVxlM5ut3RGFD WyQBhd I 7-11-4 7-11-4 I 5-4-15 E Scale=1:27.8 D - Io 4.00 12 1 C K • 'a a d> N V 2x4 II v B ill A1111 r r 0 3x4 = F 2x4 Il I 3-0-0 3-2-12 7-11-4 { 3-0-0 0-2-12 4-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/dell Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip Vert(LL)DOL 1.15 TC 0.38 Vert LL 0.02 F-G >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) 0.03 F-G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.10 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.02 F-G >999 360 Weight:32 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 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required - be installed during truss erection,in accord- - Y l{rael:rs Installation guide. u!C_ REACTIONS. All bearings Mechanical except(jt=length)G=0-5-8,C=0-3-3,D=0-1-8. G�NE R �jO (Ib)- Max Horz G=148(LC 14) ';‘19621:::: 2 Max Uplift All uplift 100 lb or less at joint(s)E,D except G=-130(LC 14),C=-113(LC 14) GVH Max Gray All reactions 250 lb or less at joint(s)E,F,C,D except G=565(LC 2) Q 89200 P E 9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-280/106 BOT CHORD A-G=-98/273 WEBS B-G=-394/365 �� y G 'Li � ,� NOTES- /� '9 yOREGON0� P� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. i►V/I t� II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right �rT R�LL 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 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. .0gB.RIL j,, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D. q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)E,D except(jt=lb) ev WASE `,j GB13e,C=113. -S 44 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C,D. /.���,s. � u,/ ,,c)� 51398 w`� �. „��G./STEkY .4s/ SSIONA',-046 - October 25,2017 4 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10Po3/2015 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 ilek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 HOLMAN COMPANY 173010 JE01 Jack-Open 3 1 K3841398 - Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:19 2017 Page 1 I D:AZpeR WInv_xdcu2 WcJaPCAyZNgg-wEADPK3tXik439513nbhS0 VoLviE5YJOI57p1yyQ8hc 4-11-4 I10-9-4 4-11-4 5-10-0 Scale=1:27.6 D 4.00 12 C I G il B .. o 3x4 % A S, ir c ril Nom F E 2x4 I I 3x6 = I 4-11-4 I 4-11-4 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. ( ) PLATES GRIP DEFL. in loc I/deft Ud Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.02 E-F >999 240 TCDL Lumber DOL 1.15 BC 0.17 Vert(CT) -0.07 E-F >781 180 MT20 220/195 7.0 Rep Stress Incr YES BCLL 0.0 WB 0.10 Horz(CT) -0.01 C n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.00 F **** 360 Weight:30 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and re. ' .,rs Ir..r.'- be installed during truss erection,in ac - .t[I]� t, "WA -rFs REACTIONS. All bearings Mechanical except(jt=length)B=0-3-3,C=0-1-8. Installation guide. c•Co`'C' N 'L••••� sl° (Ib)- Max Horz F=202(LC 10) 1- Max Uplift All uplift 100 lb or less at joint(s)E except B=-232(LC 10),C=-214(LC 10) 89200 P E v>= Max Gray All reactions 250 lb or less at joint(s)F,E except B=258(LC 2),C=298(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-267/66 BOT CHORD E-F=-320/80 WEBS A-E=-82/328 G OREGON �lv NOTES- <0 �►q)' 7 •4,2,0 P+ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=21ft;Cat.II;Exp C;enclosed; V/�R R I OVP - MWFRS(envelope)gable end zone and C-C Exterior(2)zone;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 EXPIRES: 12/31/2017 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp C;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 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 .$IFIL j 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. t- . 04 WASji •`ih 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)C. qQ��,��4 r G� t�10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)E except(jt=Ib , O� B=232,C=214. ) 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)B,C. if 51398 w� 94,4, 51398 ' IONAL_ October 25,2017 t _ d WARN/NG- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1.7477 rev.10/03/2015 BEFORE USE. Mir Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,Sl AP223314.QIrty Criteria,DSB-89 and BCSI Building Component Coo Circle Coronna,a,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 JGO1 Roof Special Girder K3841399 1 1 - Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:3520 2017 Page 1 ID:AZpeRWlnv_xdcu10-15 CAyZN-11-4 bdg4W10swgggVcU6w D2zgJdpquOAXIIMIOyQ8hb I 3-3-6 1 3-10-15 I 4-11-4 3-3-6 0-7-9 1-0-5 5x6% Scale=1:15.7 4.00 12 2x4 0 Ax4 � � - ��� NGINEF9 /o2y 89200PE <' N In CC - ,�OREGON Y <0 '<i}' y y 4 20'\ P+ /1/ - Q' H '4er- LUS24 E I LUS24 D EXPIRES: 12/31/2017 8x8 = F 2x4 II 6x6 I 3-3-6II 4-11-4 Plate Offsets(X,Y)-- (B:0-3-0.0-1-121.[D:0-3-0,0-4-0],fE:0-3-9.0-5-01 3-3-6 1-7-14 LOADING (psf) TOLL roo 25.0 SPACING- 2-0-0 CSI. ( Plate GripDOLDEFL. in (Ioc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 1.15 TC 0.27 Vert(LL) -0.01 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.02 E-F >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.52 Horz(CT) 0.00 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.01 E-F >999 360 Weight:31 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals,and 2-0-0 oc purlins:B-C. 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 REACTIONS. (lb/size) F=682/0-5-8,D=1296/Mechanical Installation guide. Max Horz F=75(LC 9) Max Uplift F=-285(LC 12),D=-843(LC 9) Max Gray F=753(LC 29),D=1305(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-768/401,A-F=-575/262 BOT CHORD D-E=-378/618 WEBS B-E=246/1185,B-D=-1070/623,A-E=-387/741 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical 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. 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. $RRILZ 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 by2-0-0 wide will fit between the bottom chord and any other members. g - �r WASpr, TJ 8)A plate rating reduction of 20%has been applied for the green lumber members. �M 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) se /� `� F=285,D=843. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use Simpson Strong-Tie LUS24(4-10d Girder,2-1Od Truss,Single Ply Girder)or equivalent at 2-2-8 from the left end to connect �� truss(es)to back face of bottom chord. ��+ ,E, 51398 h w� 13) Use Simpson Strong-Tie LUS24(4-SD9112 Girder,2-SD9212 Truss,Single Ply Girder)or equivalent at 4-2-8 from the left end to O�� �CrISTER�v connect truss(es)to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. s`rI�NALti�� f:nntinned nn Wane 2Mil October 25,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexantl a,VAP223314 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 JLC Jack-Open 1 1 K3841400 - Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:21 2017 Page 1 7 11-4 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-scHzg0483J_nl_FhABd9XRa7tizSZSIJmPUvgryQeha I 7-11-4 17-10-3 9-10-15 - Scale=1:35.5 i sr F 10 E i•� 4.00 12 :l D ;� ���EO P R OFFss • c *I g �NG`INE R /� 6 �� F � 89200PE 9� N 2x4 II B in �M 4 A y` ,OREGON � tv a o ►� I�f i� q y 4 Zai +� m. MFR R I Lk- Q' 3x4= I H 2x4 H EXPIRES: 12/31/2017 I 3-0-0 3-?-12 7-11-4 I 3-0-0 0-2-12 4-8-8 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 0.38 Vert(LL) 0.02 H I >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) 0.03 H-I >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.11 Horz(CT) -0.10 G n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.02 H-I >999 360 Weight:38 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 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 0-1-8 except(jt=length)G=Mechanical,H=Mechanical,1=0-5-8,C=0-3-3. (Ib)- Max Horz I=199(LC 14) Max Uplift All uplift 100 lb or less at joint(s)G,D,E,F except 1=-102(LC 14),C=-118(LC 14) Max Gray All reactions 250 lb or less at joint(s)G,H,C,D,E,F except I=565(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-374/140,B-C=-260/98 BOT CHORD A-1=131/366 WEBS B-1=-394/340 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D,E,F. 4ti9:.:::''''''t: ,, 1+29)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)G,D,E,F except W ,t,• (jt=1b)1=102,C=118. �p10) Beveled plate or shim required to provide full bearing surface with truss chord at joints)C,D,E,F. ,� c 4. 1l re16 51398 ct;`,) 9kt,�.CISTE LV c4' s'ZONAL- October 25,2017 f A A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Coo nag Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 JNO3 Jack-Open 4 1 K3841401 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 152017 MiTek Industries,Inc. Tue Oct 24 16:35:21 2017 Page 1 3-2-12 ID:AZpeRWlnv_xdc2-12 PCAyZNgg-scH5-10-3 J_nl_FhABd9XRaApi_QZRxJmPUvgryQeha I 3-2-12 5-2-12 I 5-10-3 I 2-0-0 0-7-7 Scale=1:15.8 4x8 % 4.00 FT B II ,`<<Q,E) IPNR NAG QPFFE r, !OREGON t`kSPcS+' ��� A A .I '47/' 14,Zo, ,� ■ 2x4= ESR I L‘- 3x4 = G=, =, 3x4 = EXPIRES: 12/31/2017 2x4= 2x4% 3-0-0 3r2-12 5-2-12 5-10-3 3-0-0 0-2-12 2-0-0 0-7-7 Plate Offsets(X,Y)-- FA:0-2-0,Edge),1D:0-0-1.0-0-01 LOADING (psf) TCLL(root) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8130.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 F-G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT) 0.00 F-G >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.16 Horz(CT) -0.00 C n/a n/a BCDL 10,0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.00 F-G >999 360 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B-F:2x4 DF Stud/Std G WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) C=-116/Mechanical,D=91/Mechanical,G=463/0-5-8 Installation guide. Max Harz G=65(LC 14) Max Uplift C=-133(LC 2),D=-45(LC 11),G=-167(LC 14) Max Gray C=62(LC 14),D=109(LC 25),G=515(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-447/420 BOT CHORD A-G=-353/479 WEBS B-G=-519/506 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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. Z 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at joint(s)D except(jt=lb) .^-'r WAS.tb„ C=133,G=167. P J ( ) p • op 51398 � �+Zt{ •CISTERti9 SSrONAL- October 25,2017 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeconnectors.This design is based only upon parameters shown,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 t k® budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, P 250 Corona, Circle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 JNO4 Jack-Open 2 1 K3841402 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:22 2017 Page 1 ID:AZpeR Wlnv_xdcu2 WcJaPCAyZNgg-KprM2L5mgd6ew8gtkv803e7Km6JFlucT_3ETMHyQ8hZ 5-2-12 I 5-2-12 I 7-10-3 7-111-4 2-7-7 0-1-1 Scale=1:17.2 4.00 12 4x8 % N 1119dil AIs' �1' la w 1 11 r F 2x4 = Io G,/ F 3x4 = 3x4 = ,/ 2x4 = 2x4'i 3-0-0 3r2-1 5-2-12 � 7-10-3 7-11r4 3-0-0 0-2-12 2-0-0 2-7-7 0-1-1 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 D-E >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.01 D-E >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 C n/a n/a BMX 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.00 F-G >999 360 Weight 32 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` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B-F:2x4 DF Stud/Std G WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required be installed during truss erection,in accord- - 4 i{inec REACTIONS. (lb/size) C=43/Mechanical,D=63/Mechanical,G=485/0-5-8 Installation•nide. • _ Vv/h Max Horz G=87(LC 14) Co. �NGINEF�9 /� Max Uplift C=-22(LC 14),D=-4(LC 11),G=-152(LC 14) 2 Max Gray C=60(LC 18),D=77(LC 25),G=539(LC 2) 892044 0PE 91- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-427/420 BOT CHORD A-G=-355/456 WEBS B-G=-550/420 Q -9L If OREGON tit A40 NOTES- i0 '4y 14,2 ' P - 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ��v�" .- II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right Fri R I LL 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 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. �-- - 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)C,D except(jt=lb) ANY 0. WAS, ctJ, G=152. �' X9.'1. . c$ 'P i , .-tti `�O ��51398 44 , `�' GISTE, .e�sSONAL - October 25,2017 r 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 4=1M114 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Cooronnaa, Circle ,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 JNO5 Jack-Open 2 1 K3841403 - Trus-Way,Inc., Vancouver,WA 98668 Job Reference(notional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:23 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-o?PkFh6obxEVYIP4HcfdcsgVQWfw1 M?cDjzOujyQ8hY I 5-2-12 9-10-3 5-2-12 2-8-8 I 1-10-15 1 Scale=1:21.4 D " 3 A C 4.00 12 4x8 L B N LIII .O M A �n YI" I ' Io 0 ►, 2x4= 3x4= _,,Al G 3x4 = H 2x4 ii 2x4 = I 3-0-0 3122 5-2-12 I 7-11-4 8-1?-)3 3-0-0 0-2-12 2-0-0 2-8-8 0-1-9 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.01 E-F >999 180 BCLL 0.0 * Rep Stress InaYES WB 0.12 Horz(CT) -0.00 D n/a n/a BCDL 10,0 Code IRC2015/TP12014 Matrix-MP Wind(LL) -0.00 G-H >999 360 Weight:35 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* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B-G:2x4 DF Stud/Std G WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required be installed during truss erection,in accord-• - i, fkifyyzitg Installation•uide. • fi_ REACTIONS. All bearings Mechanical except(jt=length)H=0-5-8,C=0-3-3. C. _ANG NEF- (Ib)- Max Horz H=109(LC 14) xi., 2 Max Uplift All uplift 100 lb or less at joint(s)D,E,C except li=-1= 14) ✓� Max Gray All reactions 250 lb or less at joint(s)D,E,C except H=542(LC 2) 89200 P E 9' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-428/419 BOT CHORD A-H=-354/456 WEBS B-H=-557/392 L OREGON �'-j NOTES• /Q '9Y 14 2.0 P4 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat, nIt n II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right V/`rD R 0, 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 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. �J,ERjtjL- g 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)D,E,C except a`9 4 WA3� Qt=1b)H=141. O '� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C. S.. G 'e' .E1t.flr _o%04,' t' d16 1398 q,, `'„�eGISTTR, ss"oNAL V, October 25,2017 a a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7479 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mirek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 JNC Jack-Open 1 1 K3841404 - Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:24 2017 Page 1 ID:AZpeRWInv 7-11-4 xdcu2Wc.JaPCAyZNgg-GBz6S170LEMM9S_GrKAs93CgAw?BmpHISNjaRAyQBhX I 5-2-12 5-2-12 j 7-11-4 I 11-4-3 2-8-8 3-4-15 - - D Scale:12"=1' ]o 4.00 FIT C ` ►1 ��, Ep P R OFFS 4x8% a B /1 ��5 �tJG I N EF9 �jp 2 pi ;lliiihhh._ � 89200PE yr o A ss illOREGON lV� ION 2x4 = /O �y 14,`Z°� 's 1 3x4= 1 G 3x4= MFR R I LL 6P H 2x4= 2x4 i EXPIRES: 12/31/2017 3-0-0 3- _1 5-2-12 I 7-11-4 8-4-�3 1 2-0-0 2-8-8 0-1-9 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 E-F >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.01 E-F >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.12 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.00 G-H >999 360 Weight:37 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`Excepts BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B-G:2x4 DF Stud/Std G WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings Mechanical except(jt=length)H=0-5-8,C=0-3-3. Installation guide. (lb)- Max Horz H=126(LC 14) Max Uplift All uplift 100 lb or less at joint(s)D,E,C except H=-132(LC 14) Max Gray All reactions 250 lb or less at joint(s)D,E,C except H=542(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=-428/419 BOT CHORD A-H=-354/457 WEBS B-H=-557/367 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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. r..,:RRI:Ar LL 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)D,E,C except a�9SE (jt=lb)H=132. 41'14->� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C. f, �i° G'.0 / rIOIrt 1" Al � 51398,<, cq1{ .k/STBR�s' E�6IONAL October 25,2017 t P AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7479 rev.10/03/2015 BEFORE USE. -� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overallMI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra IVA 22331q lily Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 1<05 Monopitch 3 1 K3841405 - Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:24 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-GBz6S170LEMM9S GrKAs93Cg4w?tmoVNSNjaRAyQ8hX 4-6-5 4-6-5 I 8-6-0 3-11-11 Scale=1:19.1 C D 2x4 4.00 12IN 3x6 =1-- B A 3x4= , F ►, G 2x4 // 6x6 E 3-0-0 312-12 8-6-0 3-0-0 0-2-12 5-3-4 Plate Offsets(X,Y)-- fF:0-2-12.0-3-21 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 F-G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(CT) 0.05 F-G >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.01 F-G >999 360 Weight:35 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci • MiTek recommends that Stabilizers am +' a R t�`s be installed during truss erection,in- �iC�$:." 9 s/O REACTIONS. (lb/size) F=146/Mechanical,G=496/0-5-8 Installation guide. > Max Harz G=115(LC11) 89200PE 9r' Max Uplift F=-44(LC 11),G=-171(LC 14) Max Gray F=181(LC 18),G=552(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-466/381 OREGON • 14Q BOT CHORD A-G=-320/478 WEBS B-G=-513/538 ,O ,9 y ,A 2O� NOTES- /y�R R'`` V l' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;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 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. .0,RRILL 8 6)A plate rating reduction of 20%has been applied for the green lumber members. 4S9 4 WAsjt tJ 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)F except(jt=lb) 1 p j 5 ,. G . 0=171. % ( �� 51398 w� �•�� `'ctsTEgY"' sIONALE' October 25,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev.10Po3/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrPl1 QualityCriteria,DSB- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 89 and BCSI Building Component Coo Circle Coronna,a,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841406 173010 KO6 Monopitch 2 1 Job Reference(optional) _ Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:25 2017 Page 1 I D:AZpeR WI nv_xdcu2WcJaPCAyZNgg-IOXUgN8e6YUDnbZSP 1 h5hHInjKG3VEavg 1 S7zcyQ8h W I 6-6-5 1 12-6-0 6-6-5 5-11-11 - Scale=1:24.8 C D - r 4.00 12 K 3x6 % BI 11111111.11 A ,Is railllimmiimmiiminn '-'- Gam/ M: F 3x4= 2x4 i 6x6 =E I 3-2-0 3-412 12-6-0 3-2-0 0-2-12 9-1-4 Plate Offsets(X,Y)-- [A:0-2-5,Edae],[F:0-2-13.0-3-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in I/deft Lid PLATES GRIP TCLL(roof) 25.0 (loc) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.17 F-G >651 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.49 F-G >222 180 BOLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 F n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) -0.03 F-G >999 360 Weight:54 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 SOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci P R MiTek recommends that Stabilizers an• +" . . - t� s be installed during truss erection,in- =!, • klt t$ =R cS'jO Installation guide. REACTIONS. (lb/size) F=324/Mechanical,G=621/0-5-8 Max Hors G=169(LC 11) 4� 89200PE yr Max Uplift F=-58(LC 11),G=-184(LC 14) Max Gray F=399(LC 18),G=690(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=561/360 OREGON 5 BOT CHORD A-G=-282/581,F-G=-153/327 ii 21 ,�b' A. WEBS B-F=-348/220,B-G=-724/777 i0 '9Y 14 20 -{- 1/ P NOTES- V/�R R I O- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/3112017 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 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 $RRIL� will fit between the bottom chord and any other members. q 6)A plate rating reduction of 20%has been applied for the green lumber members. N9 4 WAS i' 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)F except(jt=1b) • ^ G�, %di G=184. c/ u O ;ler ; !or:),�°� �,4b/STER51398 :t" � �S SIONAL \ACi October 25,2017 it D 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 HOLMAN COMPANY K3841407 173010 K07 Monopitch 1 1 Job Reference(optional) - Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:26 2017 Page 1 I D:AZpeR Wlnv_xdcu2 WcJaPCAyZNgg-Da5stj8Gtsc4P18fzIDKEUly9jgl Efd2vhCgV2yQ8h V I 3-2-13 I 9-2-8 3-2-13 5-11-11 - - Scale=1:26.7 C D 2 . 4.00 12 r 1 3x4-- ��Ep P R apes n a �N<�NG]NEFRs/o 3A " 1".t' 89200PE 9r 1111111111111m...... on 'M I cc OREGON R ACV • A / q y 14 2°� P+ 0 G F MFRRILL e' H 3x4 = 6x6 =E 2x4 11 EXPIRES: 12/31/2017 I 3-2-13I 9-2-8 I 3-2-13 5-11-11 Plate Offsets(X,Y)- FF:0-2-13.0-3-4] 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 0.41 Vert(LL) -0.03 F-G >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.10 F-G >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.00 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.01 G >999 360 Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF 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) H=330/0-4-0,F=355/Mechanical Max Horz H=166(LC 11) Max Uplift H=-48(LC 14),F=-75(LC 14) Max Gray H=367(LC 2),F=400(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-473/217,A-H=-355/154 BOT CHORD F-G=-196/445 WEBS B-F=-475/303,A-G=-178/479 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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. •ORRILI,8 6)A plate rating reduction of 20%has been applied for the green lumber members. 1C) WAS 7' 7)Refer to girder(s)for truss to truss connections. O4 NI,� 1, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)H,F. o 0 � ,f 2,�C? 11 i r • X16 , 51398 1�q`/ .A�, G/STEW .0' October 25,2017 t k 1 MN ®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 Infonnatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 l01 Roof Special Girder 1 K3841408 Trus-Way,Inc., Vancouver,WA 98668 2 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:28 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-9zDdIPAXPTtoe3H149FpJvNLjXKLIYHLN?hnaxyQ8hT 3-7-1 14 4 3 1 8-8-7 13-9-1 18-11-8 3-7-1 0-9-3 4-4-4 5-0-10 l 5-2-7 Scale=1:32.7 4.00 FIT 8x8 % 3x4= 3x4 = 2x4 II ..i' N O D P Q E R > 1 S T 3x6 Y '1'7 Ln AB 11 N 'II- - N nn nn n1a nn nn a nn nn L K J U V I W X H Y Z NAILED NAILED NAILED NAILED 3x6 I1 3x6= 5x6= 3x4 = NAILED AA G 3x4= NAILED NAILED NAILED 3-7-18-8-7 3-7-1 I 5-1-6 5-0-10 18-2 78 Plate Offsets(X,Y)-- 11:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip Vert(LL)1.15 TC 0.21 Vert LL) -0.07 I-J >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.12 I-J >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.03 G n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.06 I-J >999 360 Weight:207 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, C-F:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-F. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra '--. WEBS 2x4 DF Stud/Std G ��\\EO p R Ok-�ss REACTIONS. (lb/size) G=1307/0-5-8,K=1285/Mechanical \Oj �NC'�NEF,4 �p Max Horz K=90(LC 9) 2 Max Uplift G=-568(LC 9),K=-829(LC 12) 89200PE 9r Max Gray G=1333(LC 2),K=1385(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2008/1304,C-D=-2729/1455,D-E=-2157/993,F-G=-329/169,B-K=-1425/893 BOT CHORD I-J=-1278/1895,H-1=-1464/2743,G-H=-989/2157 Q WEBS C-J=-184/310,C-I=-214/1169,D-I=-394/128,D-H=-668/520,E-H=-116/362, 1L ,�OREGON R A E-G=-2310/1046,B-J=-1304/2000 7O g Y 1 4 2rs)\ P+ NOTES- MFR RIO- v 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 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. EXPIRES: 12/31/2017 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. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;Lumber DOL=1.60 9-1 RRIjL B plate grip DOL=1.60 q 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 J1 O�WASgr tl roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 40----.. , (,A �; 6)Unbalanced snow loads have been considered for this design. � r'I. 7)Provide adequate drainage to prevent water ponding. ` G�i�' 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tit t� 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .-igr t' 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. �� R 51398 w 11) Refer to girder(s)for truss to truss connections. �+{� ��ISTER 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ssr 1ZG G=568,K=829. dNALE 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. October 25,2017 Continued on pane 2 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. meg= Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841409 173010 L02 ROOF SPECIAL GIRDER 1 1 - Job Reference(optional) - Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:30 2017 Page 1 I D:AZpeRWlnv_xdcu2WcJaPCAyZNgg-5LKNj4Bnx47 WtN RQCaHHOKSbzL?9APZegJAuepyQBhR I 3-7-1 14-4-3 1 8-8-7 13-9-1 I 18-11-8 3-7-1 0-9-2 4-4-4 5-0-10 5-2-7 - Scale=1:32.7 4.00 12 D 8x8 % 3x4= 3x6 = 3x4 II 01 4x6% N fl • P 0 0E r' AB r N u, N 1- 0 0 o 0 K J I M L H 3x6 H 4x6 = 5x6 = 3x4 = 3x6= 1 3-7-1 8-8-7 13-9-1 I 18-11-8 1 3-7-1 5-1-6 5-0-10 5-2-7 Plate Offsets(X,Y)-- ]J:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.08 I-J >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.17 I-J >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.04 H n/a n/a BCLL 0.0 * BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.05 J >999 360 Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, C-G:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(5-7-9 max.):C-G. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-7-8 oc braci WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt F-H \\ED P R OFFS MiTek recommends that Stabilizers-.:45 • I��(lq)'j5C' cr/O be installed during truss erection,i 4r•-n�6- ith Stabiliz f4 Installation guide. 4Gr REACTIONS. (lb/size) H=736/0-5-8,L=831/Mechanical ,-C- 89200 Max Horz L=132(LC 11) Max Uplift H=-231(LC 11),L=-203(LC 14) Max Gray H=1040(LC 30),L=999(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 17 OREGON �� ��Q TOP CHORD B-C=-1318/818,C-E=-2158/1120,E-F=-1755/712,B-L=-954/543 L �! BOT CHORD J-K=-926/1286,I-J=-1039/2179,H-1=-623/1755 <O qy 14,2'34 WEBS C-K=-407/363,C-J=-173/965,E-J=-311/135,E-I=-547/456,F-I=-119/331, /[' ‹a''''F-H=1879/719,B-K=-822/1318 FR R I I- - 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)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 $RRIL 8 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. a�� o�WAS, 1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ///��� W 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 4 �//4-..1,!:,,,- �Tp�- will fit between the bottom chord and any other members. fjy ,1, x- • 8)A plate rating reduction of 20%has been applied for the green lumber members. •- *• ter) 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) -/er H=231,L=203. �� 51398 Q� 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0.4��1'g0/STE`� � sSIONAL V" October 25,2017 t i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 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 HOLMAN COMPANY K3841410 173010 L03 ROOF SPECIAL GIRDER 1 1 _ Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:31 2017 Page 1 I D:AZpeRWlnv_xdcu2 WcJaPCAyZNgg-ZYuIwQCPiOFNV WOGIoWxY?oekLpvgvn3zvRAGyQ8hQ 3-7-1 8-8-7 11-10-2 13-9-1 15-10-2 17-11-8 18-11-8 I 14-4-3 I I f I 3-7-1 0-9-2 4-4-4 3-1-12 1-10-15 2-1-1 2-1-6 1-0-0 - Scale=1:32.7 4x6 / 2x4 II 2x4 11 2x4 II 4.00 12 D • 1M Y � Z AA p g AB RR J AC NPR M O 8x8 % 3x4= H El 3x4 H F 13x6 = L _c 0000 01 EE- il IIIc5<1 KU ® 4x6 v 2x4 11 2x4 11 I 2x4 II 2x4 h ° _ n 100 N N O ® ® . Y S R Q U T P 3x6 11 4x6 = 5x6 = 3x4 = 6x6 = 1 3-7-1 1 8-8-7 1 13-9-1 18-11-8 1 3-7-1 5-1-6 5-0-10 5-2-7 Plate Offsets(X,Y)-- [R:0-3-0,0-3-01 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) -0.09 Q-R >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.19 Q-R >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.05 P n/a n/a BCLL 0.0 * Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.06 Q-R >999 360 Weight:130 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 5-4-11 oc purlins, C-N:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-N,D-O. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-4-10 oc brac' WEBS 2x4 DF Stud/Std G O NTS 1 Brace atWEBS 1 Row atnJt(s):N,F,I,L idptI P �'����G0 PN R oFFt.) r1 MiTek recommends that Stabilizer -'t%, - irdecross braciinOw be installed during truss erection,'zC c. dance gwith oOliz E 9� Installation guide. REACTIONS. (lb/size) P=1319/0-5-8,T=949/Mechanical Max Horz T=122(LC 11) Max Uplift P=-323(LC 11),T=-204(LC 14) Max Gray P=1320(LC 35),T=1160(LC 35) Q CC �1 OREGON �� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -7L� 4 '� TOP CHORD B-C=-1521/401,C-E=-2412/722,E-F=-2412/722,F-H=-2008/589,H-I=-2008/589, Q y 14,2° -4- N-P=-422/200,B-T=-1115/314 /1/f �P BOT CHORD R-S=-402/1454,Q-R=-644/2435,P-Q=-500/2008 FR R I`\-- WEBS C-S=-460/177,C-R=-288/1128,F-R=-381/214,F-Q=-468/158,I-Q=0/304,I-P=-2140/577, B-S=-330/1451,D-E=-420/186,G-H=-509/201,J-K=-323/137 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)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 L`4ERILL 8.Q roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 ,'19 of WASI�>, 7J 4)Unbalanced snow loads have been considered for this design. G 5)Provide adequate drainage to prevent water ponding. o p 0O `' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 41VI 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. 2� i 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. 16 51398 w 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) C.k �.k1STER- P=323,T=204. �`rS 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. IONALV' October 25,2017 nntinierl nn pane 2 0 r 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 MiTe k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 LO4 ROOF SPECIAL GIRDER 1 1 K3841411 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:33 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPC -Ww0WL6E gA?tjr_Oz46i 4W 8h03-7-1 4-4-3 8-8-7 11-10-2 13-9-115-10-2 17-11-8 18-11-8 I I I I I 1 3-7-1 0-9-2 4-4-4 3-1-12 1-10-15 2-1-1 2-1-6 1-0-0 - Scale=1:32.7 G 4.00 12 2x4 11 D 8x8 ti�'1 P 3x4= 3x6 = 3x4 11 ES►N F 6a 6aH 11 6a ►N 4x6 ,- w _ _ �� - �� IN AB ii 10 �i N 0.4 O N M L K 3x6 II 4x6 = 5x6 = 3x4 = J 6x6 = I I 8-8-7 3-7-1 I 13-9-1 I 18-11-8 3-7-1 5-1-6 5-0-10 5-2-7 Plate Offsets(X,Y)- fL:0-3-0,0-3-Oj LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP TSnow CLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.58 VertLL -0.10 K-L >999 240 MT20 220/195 TCDL(pf/Pg) 20.8/30.00 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.19 K-L >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.05 J n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.07 K-L >999 360 Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, C-I:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(5-2-11 max.:C-I. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-6-8 oc braci WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt H-J PROF JOINTS 1 Brace at Jt(s):I,E �• -�� AGIN/-S-F`StS MiTek recommends that Stabilizer V -. 'Aidcrossbraclir ,a be installed during truss erection,' C.dance with Stabilizer -17 REACTIONS. (lb/size) J=1006/0-5-8,N=868/Mechanical Installation guide. �L 89700PF Max Horz N=160(LC 11) Max Uplift J=-266(LC 11),N=-172(LC 14) Max Gray J=1122(LC 31),N=1184(LC 31) Cr FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. A_OREGON SIV TOP CHORD B-C=-1553/591,C-E=-2570/1544,E-F=-2570/1544,F-H=-1885/934,I-J=-254/112, �Q �I' 14,2a� "�-- B-N=-1140/446 c Q, BOT CHORD L-M=-721/1483,K-L=-1482/2597,J-K=-845/1885 �`R R I k-k- WEBS C-M=-467/239,C-L=-811/1203,F-L=-416/416,F-K=-781/725,H-K=-234/424, H-J=-2025/960,B-M=-512/1476,D-E=-479/681 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)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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! T.L . roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 �1� O-v WAS1A.> 4)Unbalanced snow loads have been considered for this design. �"� 5)Provide adequate drainage to prevent water ponding. G> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. mitl �j"�'`"` ro 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 '- •0011r' 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. /4";r 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) ��0� R�51398 J=266,N=172. tp STEV 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. s`-/O1VALSv. f,":nntinua t nn vane 2 October 25,2017 k AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �Mit� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is k° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Coo nag Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 L05 California 1 1 K3841412 Job Reference(optional) _ Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:35 2017 Page 1 I D:AZpeRWlnv_xdcu2WcJaPCAyZNgg-SJBGmoFwmdlo_8KN_StS509QhMkIrbLN_atfJ 1 yQBhM 5-10-12 I 11-7-0 12-4 3 16-7-13 117-5-0 I 18-11-8 I 5-10-12 5-8-4 0-9-3 1 4-3-10 0-9-3 1-6-8 8x8 % 5x6 Scale=1:33.1 - D 46, 11/ O �� P 4x6 4.00 12 �- � F M Itr 3x4% C N 0 . `n cS 6 M 5x6 % "u AB Itaill — Mmimumwum........il r Y ■iii I♦Y Y MI L K J I H PM 3x6 II 4x6 = 5x6= C 2x4 5x8= 5-10-12 I 5-10-12 I 11-7-0 I 17-5-0 1 18-11-8 1 5-8-4 5-9-15 1-6-8 Plate Offsets(X,Y)-- f1:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.74 VertLL -0.05 I-J >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.10 I-J >999 180 BCLTCDL L 0.0 *7.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.02 G n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.02 I-J >999 360 Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, D-E:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):D-E. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra P R 1 WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers an• -•r'e. • - ifets be installed during truss erection,in- \•: • kitS$:• : 0jO Installation guide. .9 REACTIONS. (lb/size) G=830/0-5-8,K=765/Mechanical Max Horz K=188(LC 58) 4•C'-• 89200PE 9r Max Uplift G=-149(LC 11),K=-133(LC 14) Max Gray G=983(LC 34),K=1058(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1499/403,C-D=-1073/328,D-E=-273/167,E-F=-292/171,B-K=-986/309, OREGON b, ,z(/� F-G=-980/269 BOT CHORD I-J=-317/1351,H-l=-164/922 <O -1 y 14,20A c.. WEBS C-I=-468/214,D-1=-37/360,D-H=-867/241,E-H=-263/197,B-J=-256/1198,F-H=-186/902 AV/ RR I k•-k-�' NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. EXPIRES: 12/31/2017 II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 5)Provide adequate drainage to prevent water ponding. $RRTLL 8 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a�9 4 WASE,` `-i' 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O vy� ��{ will fit between the bottom chord and any other members. f " �O 8)A plate rating reduction of 20%has been applied for the green lumber members. /�,,�i'.xa 9)Refer to girder(s)for truss to truss connections. '•-• *• 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at joint(s)except G=149,K=133. P P (jt=lb) f 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ..10 .4''51398 w� 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)151 lb down and 148 lb up at O F 12-4-15,and 108 lb down and 97 lb up at 14-6-0,and 135 lb down and 147 lb up at 16-7-1 on top chord. The design/selection of �� GISTER such connection device(s)is the responsibility of others. SSIONAL'��� LOAD CASE(S) Standard 'inntinueri nn none 2 October 25,2017 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. miii Design valid for use only with MiTek8l connectors.This design is based only upon parameters shown,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 Wei is always required for stability and to prevent collapse 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 HOLMAN COMPANY K3841413 173010 L06 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:36 2017 Page 1 I D:AZpeRWlnv_xdcu2 WcJaPCAgNgg-wVhe_BGYXwtfbl uaYrOhebiYM135a5mWCEdCsTyQ8hL 5-10-12 I 11-7-0 112-4-31 16-7-13 117-5-01 18-11-8 1 5-10-12 5-8-4 0-9-3 4-3-10 0-9-3 1-6-8 Scale=1:36.2 - E G 8x8 % 5x6 0 P 4.00 12 1•0,4Special �/_ 5x6 H 411.4.1.1 ,`. 3x4% C T • O c' ui 5x6 4 ,n 4 B A N ; A 1 - MO - w i N L K J M 12x4 11 3x6 II 5x6— 5x6 = 6x8 = I 5-10-12 I11-7-0 117-5-0 I 18-11-8 1 5-10-12 5-8-4 5-9-15 1-6-8 Plate Offsets(X,Y)-- IK:0-3-0,0-3-01 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 0.94 Vert(LL) -0.06 K-L >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.12 K-L >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.03 1 n/a n/a BCLL 0.0 * Code IRC2015/TPI2014 Matrix-MS Wtnd(LL) 0.03 K-L >999 360 Weight:122 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 4-9-4 oc purlins, D-F:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):D-F. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'•.. P R WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt D-J Q,�0 � 0F6- MiTek recommends that Stabilizers- ;03-V.,• coN-e. ss/O be installed during truss erection,i ecr•=nr�l- ith Stabiliz-(9 , Installation guide. �� 89200P E t� REACTIONS. (lb/size) 1=983/0-5-8,M=808/Mechanical Max Horz M=204(LC 52) Max Uplift 1=-301(LC 12),M=-176(LC 12) Max Gray I=1448(LC 32),M=1193(LC 32) 4Z- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON TOP ��(/ TOP CHORD B-C=-1734/283,C-D=-1424/302,D-F=-450/217,F-H=-414/148,B-M=-1120/209, H-I=-1430/299 /O/1iJ Y 14,'1°'P BOT CHORD K-L-258/1570,J-K=257/1275 FR R L�' WEBS C-K=-319/56,D-K=0/329,D-J=-1101/205,F-J=-656/232,B-L=-181/1399,H-J=-326/1508 NOTES- 1)Unbalanced roof live loads have been considered for this design. EXPIRES: 12/31/2017 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=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;end vertical 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 Il;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 $RRILL 4)Unbalanced snow loads have been considered for this design. ��9 O�WAIN A.� 5)Provide adequate drainage to prevent water ponding. `-1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Q _ G T.--„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 '/ .p �' 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. 4'1 =, 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=Ib) /r,F 1=301,M=176. X1651398 w 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ort ��GISTER 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)41 lb down and 44 lb up at �S'Sj ,AC, 14-3-12,and 32 lb down and 31 lb up at 14-6-0,and 39 lb down and 44 lb up at 14-8-4 on top chord. The design/selection of ANAL� 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). October 25,2017 tGGsitinueck nelmpEr-2...,+..... r 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 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 HOLMAN COMPANY 173010 L07 MOD.QUEEN 3 1 K3841414 Trus Way,Inc., Vancouver,WA 98668 8.130 s Sep Job Reference(optional) 2017 MiTek stries,Inc. Tue ID:AZpeRWlnv_xdcu214-6-0 CA ZN15 OhFOBUHAIE?uWDRTm6YvwApFOsy90jJbWgRuMmOvyQ8hKct 24 16:35:37 2017 Page 1 3-0-12 Y q9- 3'0'12 5-8-10 5-81 0 I 18-11-8 120-2-10 I _ 4-5-8 1-3-2 4x6 = Scale=1:38.6 E L p" 4.00 1712- 3x6 3x4 F D 1 d 3x6 % • 2x4 U C Ahhhhh., I B r N O A r/ o Y KJ l MO 3x4 = H 6x6 = G 3x10 = 2x4 H I 5-11-1 I 14-6-0 i 18-11-8 5-11-1 8-6-15 Plate Offsets(X,Y)-- (J:0-2-13,0-3-31 4-5-8 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.09 H-I >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT) 0.29 H-I >778 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 G n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.02 H-I >999 360 Weight:102 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae•. MiTek recommends that Stabilizers an• •,*!}'� 14}Z' • 6,s be installed duringtruss erection,in. �• , ' , $ ='9 /© REACTIONS. (lb/size) G=699/0-5-8,J=723/Mechanical s,Ila'.t .u'. MaxHorz J=201(LC13) - 892©OPE �r Max Uplift G=-125(LC 14),J=-126(LC 14) Max Gray G=777(LC 2),J=803(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD C-D=-1060/375,D-E=-546/261,E-F=-521/266,F-G=-755/293 7 "ii OREGON tit Q` BOT CHORD I-J=-311/845,H-I=-279/901 ( WEBS D-H=-564/304,F-H=-170/655,C-J=-1057/388 /O y 14 20'\ 4NOTES- /j7R R L- R) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=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;end vertical left and right EXPIRES: 12/31/2017 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)Unbalanced snow loads have been considered for this design. 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 $KRILL 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. J1� OF WASx `tl 8)Refer to girder(s)for truss to truss connections. es • % •?.. G'>, 73 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) —4� �t, ; O G=125,J=126. 4- ` . , r 1.,1 C,' ler • i 51398 w{ 24,�.k/STEW vs,, ,140 IONAL P October 25,2017 t F ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IMMIX Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 . t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 223314 Iity Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841415 173010 MO1 California Girder 1 Job Reference(optional) _ Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:41 2017 Page 1 ID:AZpeRWInv_xdcu2WcJaPCAyZNgg-HTVX1 rKhLTVyi3nXL0_sLfPapmnvFRSGMWKzXhyQ8hG 1 5-1-4 10-31 11-6-0 17-1-13 17-10-112 21-10-0 5-1-4 0-8-15 5-7-13 5-7-13 0-8-15 3-11-4 Scale=1:38.9 4.00 12 8x88x8= 8x8 ,.�` M N 6�i P D 1: R l S �T U,E 3x4 -1--- 3x4 F uI 0 2x4 n B a5 n N A � ^ p N F' CIon nn nn it . nu nn nn 13 B J V W X I Y Z AA H KGNAILED NAILED NAILED NAILED NAILED 3x4= 5x8= 3x4 = 3x6 = 2x4 11 NAILED NAILED 1 1-5-9 1 5-1-4 1 11-6-0 I 17-10-12 1 21-10-0 1 1-5-9 3-7-11 6-4-12 6-4-12 3-11-4 Plate Offsets(X,Y)-- 1D:0-4-0,0-4-81,fE:0-4-0,0-3-81.11:0-4-0,0-3-01 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 0.19 Vert(LL) -0.07 I >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.13 I-J >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.03 G n/a n/a BCLL 0.0 * Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.05 1 >999 360 Weight:226 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, C-D,D-E:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-E. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac . P R Q �rs WEBS 2x4 DF Stud/Std G REACTIONS. (lb/size) G=1068/0-3-8,K=1042/Mechanical �:7 �Nc'�NEF9 `502 Max Horz K=58(LC 11) -y Max Uplift G=-470(LC 12),K=-436(LC 12) 89200PE r Max Gray G=1213(LC 32),K=1213(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2255/948,C-D=-3221/1326,D-E=-3221/1326,E-F=-1867/804,F-G=-1180/479 BOT CHORD J-K=-485/1311,1-J=-872/2128,H-1=-749/1768OREGON rid WEBS C-1=-455/1268,D-1=-815/468,E-1=-571/1605,E-H=-382/290,B-J=-422/929, -7G%4i,9Y 14 2o� `�� F-H=738/1723,B-K=-1659/644 A I P NOTES- 4 R RIO- 1) I O- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. EXPIRES: 12/31/2017 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. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 v.titRIILL, , plate grip DOL=1.60 4S9 4 WASp,' 't 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 Or W �� roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 i,, G'�, 'f' 6)Unbalanced snow loads have been considered for this design. -altp,G:Tes, �1, 7)Provide adequate drainage to prevent water ponding.8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /will fit between the bottom chord and any other members. Sg10)A plate rating reduction of 20%has been applied for the green lumber members. ��0� ��GG� �� 11) Refer to girder(s)for truss to truss connections. ., . G 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) `SIONALV' G=470,K=436. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. October 25,2017 '.nntinued nn'lane 2 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. bill... Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 HOLMAN COMPANY 173010 M02 CALIFORNIA GIRDER 1 1 K3841416 Job Reference(optional) _ Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:42 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJ1-13 Ngg-If3vEBLJ6'-1o_1 jv6V5tsy21-10-0 PbA4X37yQ8hF I 5-1-4 -10-3 11-6-0 17-1-13 1T-10-113 21-10-0 1 5-1-4 b-8-15 5-7-13 5-7-13 0-9-0 3-11-3 Scale=1:39.0 4.0012 D G 8x8 % 8x8 = 8x8 C ►, ►, E ►, m y F 3x6 % • 2x4 I " 4x6 B A N �j H VI� eaa oo N • M L K 6x6 = 3x6 = 6x8 = 4x10 = 3x6 II 1 1-5-10 1 5-1-4 1 11-6-0l 17-10-13 21-10-0 1 1-5-10 3-7-10 6-4-12 6-4-13 3-11-3 Plate Offsets(X,Y)-- (E:0-4-0,0-4-8),fJ:0-3-9,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc Vdefl L/d PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.61 VertLL -0.12 K >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.25 K-L >999 180 BCLTCDL L 0.0 7.0 Rep Stress lncr YES WB 0.82 Horz(CT) 0.06 I n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.10 K >999 360 Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, C-E,E-F:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(4-8-7 max.):C-F. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bra •. [[�� WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers an. -..'F FcY. PR 1/r • be installed during truss erection,in- .1.: • ,,i Ru$:.., is/O Installation guide. Fi 9 REACTIONS. (lb/size) 1=966/0-3-8,M=951/Mechanical ✓„` Max Horz M=70(LC 13) `x- 89200PE v1' Max Uplift 1=-256(LC 14),M=-244(LC 14) Max Gray 1=1239(LC 34),M=1235(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O CC TOP CHORD B-C=-2342/1464,C-E=-2954/1985,E-F=-2954/1985,F-H=-1954/1245,H-I=-1202/707 7, A OREGON D fit. , BOT CHORD L-M=-660/1294,K-L=-1372/2239,J-K=-1166/1868 WEBS C-L=-194/302,C-K=-373/1012,E-K=-679/412,F-K=-594/1340,F-J=-432/420, d -9k 44 r 2- `r B-L=-728/1014,H-J=-1207/1848,B-M=-1613/846 1 :- (� NOTES- 1) R 1 L\-•Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. EXPIRES: 12/31/2017 II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 5)Provide adequate drainage to prevent water ponding. $RRIL j,B 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a19 . WASg `i 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O rir l.. will fit between the bottom chord and any other members. a G •-,,,,, G' '<t,.. 8)A plate rating reduction of 20%has been applied for the green lumber members. ' -_ �;,r '; O 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) %,,," 1' 1=256,M=244. ;or 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �',P 4,51398 c S'ZONALAG- October 25,2017 A ®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 ANSIITPII Quality Criteria,DSB-89 and BC®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 HOLMAN COMPANY 173010 M03 California 1 1 K3841417 _ Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:44 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-h2AgftMZeOuXZWW60XXZzH1?t— 17Sjgi2UZd8?yQBhD 9-10-3 4-7-14 1 4-7-14 9-1-4 9-13r0 1 13-1-13 1p-10-12 18-4-2 4-5-6 0-1-y3 3-3-10 8-152- 0-7-3 4-5-6 3-55--1144 Scale=1:38.3 8x8 8x8 4.00 12 C �t, N ��• P,• Q oplIMINIMMEMATIP 4x6=- 8 B 3x6 E L r 3x6 R 3x4 II o A 1111711:."'----. F o K J I H 4x6 = 3x4 = 5x6— 3x4 = G 5x6= I 9-1-4 1 11-6-0 I 13-10-12 I 21-10-0 9-1-4 2-4-12 2-4-12 7-11-4 Plate Offsets(X,Y)-- [D:0-4-0,0-3-8],11:0-3-0,0-3-0] LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.13 J-K >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.40 J-K >642 180 BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(CT) 0.08 G n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.06 J >999 360 Weight:114 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, C-D:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(5-3-5 max.):C-D. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-0-2 oc braci WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt B-K p P R o, MiTek recommends that Stabilizers- atj I'�E -&Z lat[I . SIS/ be installed during truss erection,i -4r,.n&.. ith Stabiliz-f4 REACTIONS. (lb/size) K=1140/Mechanical,G=1177/0-3-8 Installation guide. w Max Horz K=74(LC 13) $9200PE f Max Uplift K=-277(LC 14),G=-293(LC 14) Max Gray K=1447(LC 34),G=1475(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. L .OREGON eco TOP CHORD A-B=-376/80,B-C=-2593/745,C-D=-2348/754,D-E=-2479/721,A-K=-299/108 BOT CHORD J-K=-683/2413,I-J=-578/2416,H-I=-558/2315,G-H=-530/1897 /Q '9�' 14 2�'` ' WEBS B-J=-299/301,C-J=0/329,E-H=-182/606,B-K=-2367/750,E-G=-2182/680 /11 .- , PE— NOTES- y/`R(� 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. EXPIRES: 12/31/2017 II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 5)Provide adequate drainage to prevent water ponding. . $ILRILL 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 4\904 WAS/11te' 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. / A,•a ��p• 9)Refer to girder(s)for truss to truss connections. • ��i�� • 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) toir� V K=277,G=293. -14,1r 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. "I, 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)371 lb down and 279 lb up at "�'Q i'4'$1391] tV 9-11-4,and 158 lb down and 119 lb up at 11-6-0,and 371 lb down and 279 lb up at 13-0-12 on top chord. The design/selection of �4"4,s, �'ISTER�~ such connection device(s)is the responsibility of others. SIONAL$�C LOAD CASE(S) Standard Ipnntintied nn pane 2 October 25,2017 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � I mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 2223314 Irty Criteria,DSB-89 and BCSI Building Component Coo g Circle Coronnaa,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841418 173010 M04 FINK 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:45 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-9Ek2tDNBPhONAg51aE2oWaC4071 B81rH81BgSyQ8hC 5-2-1 11-6-0 I17-9-15 5-2-1 I I 17-9-15 I 21-10-0 I 6-3-15 6-3-15 4-0-1 Scale=1:36.9 4x6= C 4.00 12 1.1111 K L 3x10% 3x6 CTS B D d 3x4 I I 2x4 E A *Ns.lli"Illjjfllff' 'NIIIIIIIIIIIIIIII41PP. sit o I. v h II v O J3x6= I H G 3x4 = 3x6= 3x4 = F 3x4= 7-3-6 15-8-10 21-10-0 I 8-5-4 8-1-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc 1/defl Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15' TC 0.43 Vert(LL) -0.09 G-I >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.29 G-I >890 180 BCLL 0.0 Rep Stress lncr YES WB 0.81 Horz(CT) 0.05 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.04 G-I >999 360 Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-11 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 9-2-14 oc bracing. MiTek recommends that Stabilizers and re. . +'s 11rr.14 be installed during truss erection,in ac - :>�i� • I. *Mg% -rFs Installation guide. I N. c5' \' j REACTIONS. (lb/size) J=814/Mechanical,F=814/0-3-8 '-' f9 Q Max Horz J=85(LC 13) w4 -7 Max Uplift J=-140(LC 14),F=-141(LC 14) ' 89200PE r Max Gray J=905(LC 2),F=905(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1518/558,C-D=-1373/511 BOT CHORD I-J=-520/1515,G-I=-300/1085,F-G=-422/1249 L "A_OREGON WEBS B-I=-257/232,C-1=-89/479,C-G=-24/312,B-J=-1481/546,D-F=-1416/521 � '�� �� NOTES- <0 qy 14,20� 4 1)Unbalanced roof live loads have been considered for this design. MER R L�. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPI RES: 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)Unbalanced snow loads have been considered for this design. 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. '$KRILL B 7)A plate rating reduction of 20%has been applied for the green lumber members. �1� 4 WAS 8)Refer to girder(s)for truss to truss connections. - /.,O �e 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /� L- �SNn '. , J=140,F=141. F+ �/ �,; O 4' . �� 4, 51398 , ,, 0•A,� G/STEg ' ' ssI0NAL - October 25,2017 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 roe.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 ANSITfP11 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 HOLMAN COMPANY 173010 M05 Roof Special 1 1 K3841419 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:46 2017 Page 1 3-6-4 9-4-15 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-dQ104ZOpA?BEogfV8xa12i7PdnU5wg0?Wo2kCuyQ hB 15-3-9 3-6-4 5-10-10 5-10-10 I 21-6-0 I 6-2-7 Scale=1:37.2 4.00 12 8x8 % 8x8 = 3x4= B IR1 6<1N 2x4 II 4x6 0 XI 5ZI O li Nb F AnEI oie N `V _ fh 6 f a .1 ® L K J I 2x4 II 3x6 = 3x4 = 5x6 = H G 3x10 = I 3-6-4 I 9-4-15 I 15-3-9 3-6-4 5-10-10 5-10-10 I 2 s-2-7 1-6-0 Plate Offsets(X,Y)— 1C:0-4-0,0-4-8],11:0-3-0,0-3-0] -2-7 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.05 I-J >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.11 I-J >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.04 H n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.03 I-J >999 360 Weight:133 lb FT=20% LUMBER. TOP CHORD 2x6 DF SS G*Except* BRACING. A-B:2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD A-B DF NO &Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):B-F. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brat'- WEBS 1 Row at midpt D-H G�E0 P R 0 -6 MiTek recommends that Stabilizers- .¢S . ewe, s,/O be installed during truss erection,i :r•=nim ith Stabiliz-f4 REACTIONS. (lb/size) H=848/Mechanical,L=911/Mechanical Installation guide. Max Horz L=157(LC 13) 89200PE Maxr Uplift H=-275(LC 11),L=-279(LC 10) Max Gray H=1211(LC 30),L=1037(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. CS Q TOP CHORD A-B=-866/347,B-C=-1553/507,C-D=-1303/410,E-H=-264/115,A-L=-1014/381 OREGON BOT CHORD J-K=-313/846,I-J=-409/1567,H-1=-331/1292 GAO���' 14,2��� '1�� WEBS B-K=-642/279,A-K=-325/1104,D-H=-1545/399,B-J=-196/868,D-1=-16/345, v...1-- WEBS C-I=-327/152 MFR R L� NO - 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)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. - KRILL 5)Provide adequate drainage to prevent water ponding. 9 . 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11 O4 WASE• iJ 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 / G� �� will fit between the bottom chord and any other members. —. r Q 8)A plate rating reduction of 20%has been applied for the green lumber members. E 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=Ib H=275,L=279. ) 1 ( 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q ,` 5139$ ,. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 lb down and 286 lb up at `� GIS 1 4-4-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. SSI OTVALE � LOAD CASE(S) Standard inntinued nn none 2 October 25,2017 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 I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI)QualityCriteria,DSB- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 89 and BCSI Building Component 250g Circle Coorr onnaa,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 M06 Roof Special 1 1 K3841420 - Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s S 15 2017 MiTek Industries,Inc. Tue3-6-4 9-4 15 24 16:35:47 2017 Pae 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-5dsoHvPSxJGSQ_Ehhf5Ga CwfVhBg1 5Z8kSnHIKyQBhA 3-6-4 I 5-10-10 I 15-3-9 5 10-10 21-6-0 8_2.7 4.00 12 Scale=1:37.2 8x10 C 8x8 = 3x4= B 2x4 I 11.1111 4x6 �I 9J A 00 N Ute P n ®1 0 7, un e a .1 M L K J 3x6 II 4x6 = 3x4 = 5x6= H 6x8= 3-6-49-4-15 3-6-4 I 5-10-10 I15-3-9 I 21-6-0 I Plate Offsets(X,Y)-- [D:0-4-0,0-4-81,fJ:0-3-0,0-3-01 5-10-10 6-2-7 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.06 J-K >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.12 K-L >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.04 I n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.03 K >999 360 Weight:136 lb FT=20% LUMBER- TOP CHORD 2x6 DF SS G*Except* BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, A-C:2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):B-G. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brad WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt E-I .ED PROF4 MiTek recommends that Stabilizers...05A-05A— lam$ iii - be installed during truss erection,i 41-•=n ith Stabiliz-f9 REACTIONS. (lb/size) 1=852/Mechanical,M=907/Mechanical Installation guide. 44Max Harz M=198(LC 11) 'z-• &9200Pt 1' Max Uplift 1=-269(LC 11),M=-210(LC 14) Max Gray 1=1263(LC 30),M=1201(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. tn '7 OREGON Q TOP CHORD A-B=-1033/537,B-D=-1712/817,D-E=-1378/558,F-I=-267/119,A-M=-1177/558 �✓ BOT CHORD K-L=-582/1027,J-K=-665/1726,I-J=-397/1364 /6 '1}' '4,2C� 1'` WEBS B-L=-809/475,A-L=-617/1351,E-I=-1633/573,B-K=-132/841,E-J=-122/375, P D-K=-372/147,D-J=-431/327 MFR R 1 Lk- NOTES- 1)Unbalanced roof live loads have been considered for this design. EXPIRES: 12/3112017 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. LL g 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. �SC.) O4 WASNIt J 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 op-. 0 T.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. 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) ifr t 1=269,M=210. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. •��O �4S 1398 �@j 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)368 lb down and 57 lb up at •� 40/STEW 6-4-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. S S IDNAL,1yG LOAD CASE(S) Standard f nntinuad nn naaP 2 October 25,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7477 rev.10/03/2015 BEFORE USE. �- 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 T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 11 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,)AP223314.Irty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841421 173010 M07 Roof Special 1 1 Job Reference(optional) - Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:49 2017 Page 1 I D:AZpeRWInv_xdcu2 WcJaPCAyZNgg-2?_ZiaQiTwVVpfH03p47kgLIwF?WB71 aRCmGOpDyQ8h8 I 3-6-4 I 9-4-15 11-9-6 I 15-3-9 116-3-6 I 20-6-0 121-6-0 I 3-6-4 5-10-10 2-4-7 3-6-3 0-11-13 4-2-10 1-0-0 4x6 % Scale=1:37.4 4.00 12 C X ►/ ►/ Y ►1 M I IM ►a L NAA se 8x8 % 8x8 = ® 3x4 = ® H E H K BD R �� G®� [ i J® �® 3x6 �- A V ch— A,.... "tP _'1' .. o ;5 f o I °1 e1 U T S R QP 3x6 = 3x4 = 5x6 = 6x8= I 3-6-4 9-4-15 15-3-9 I 21-6-0 I 3-6-4 5-10-10 5-10-10 6-2-7 Plate Offsets(X,Y)- IE:0-4-0,0-4-81,[R:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.04 S >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.10 Q-R >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.03 Q n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-MS Wind(LL) 0.03 R-S >999 360 Weight:163 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, B-E,E-O:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):B-O,C-N. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra '•-. WEBS 2x4 DF Stud/Std G WEBS 1 Row at JOINTS 1 Brace at I(s):E,M,H,K,Gdpt Q 5-\ GPN fFs`r<p MiTek recommends that Stabilizer -ll�-. irrad cross bracin� be installed during truss erection,' dance with Stabilizer Installation guide. �C s•200PF REACTIONS. (lb/size) Q=884/Mechanical,U=799/Mechanical Max Horz U=189(LC 59) Max Uplift Q=-330(LC 11),U=-138(LC 14) Max Gray Q=1030(LC 34),U=1024(LC 35) 7 it OREGON 40 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4- � X 9 TOP CHORD A-B=-803/271,B-D=-1197/496,D-E=-1197/496,E-G=-987/412,G-H=-987/412, Q )' 14 2O 4 M-Q=-390/306,A-U=-999/288 /!. O'' BOT CHORD S-T=-231/759,R-S=-350/1204,Q-R=-309/977 ERR 10- WEBS 0-WEBS B-T=-562/216,A-T=-233/983,H-Q=-1168/399,B-S=-163/638,H-R=0/334,E-S=-254/166, E-R=-296/112,C-D=-260/148,K-L=-269/233,F-G=-297/175,1-J=-290/158 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)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 .0,RRILL B roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0g a19 WASjt `i 4)Unbalanced snow loads have been considered for this design. o 5)Provide adequate drainage to prevent water ponding. • ��/y ;: G v 6)All plates are 2x4 MT20 unless otherwise indicated. Idi � .. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i..f 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 ��2 will fit between the bottom chord and any other members. /ft 9)A plate rating reduction of 20%has been applied for the green lumber members. ,c) 4:k.'51398,.0 10) Refer to girder(s)for truss to truss connections. O� ��GIS T�R� 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) LeS Cj' Q=330,U=138. SIOIVALV' 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)143 lb down and 156 lb up at October 25,2017 8-4-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. f:nntimterl nn nNnp 2 e 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/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 HOLMAN COMPANY 173010 M08 Roof Special 1 1 K3841422 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:51 2017 Page 1 I D:AZpeRWlnv_xdcu2 WcJaPCAyZNgg-_05J7GSy?XmXvbYSwV9CImgB8oB3bu8kf41Vu5yG8h6 3-6-4 9-4-15 I 11-9-6 I 15-3-9 116-3-6 I 20-6-0 21-6-0 3-6-4 5-10-10 2-4-7 3-6-3 0-11-13 4-2-10 1-0-0 4.00 12 F Scale=1:37.1 2x4 I C 8x8% 8x8= 3x4 = 2x4 II P B EFZI 151 15Z cr51 6t 4x6 % A 2x4 II Q R S ui i 05 M ® f e I- e 0 N M L K 3x6 II 3x6= 5x6= 3x6= J 6x8= I 3-6-4 9-4-15 15-3-9 21-6-0 3-6-4 5-10-10 f 5-10-10 I 6-2-7 Plate Offsets(X,Y)-- [E:0-4-0,0-4-8],(L:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc 1/defl Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.06 L-M >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.12 L-M >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.62 Horz(CT) 0.04 K n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.04 M >999 360 Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF SS G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, A-F:2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):B-I. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-10-5 oc brac'•-. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt G-K QED r R OFF JOINTS 1 Brace at Jt(s):H,D ��t�tdeC' EF ssi MiTek recommends that Stabilizer - t, - i cross bracin� .� be installed during truss erection,' .dance with Stabilizer -j7 Installation guide. :•200PE c- REACTIONS. (lb/size) K=892/Mechanical,0=890/Mechanical Max Horz 0=226(LC 11) Max Uplift K=-290(LC 11),0=-173(LC 14) Max Gray K=1246(LC 30),0=1174(LC 31) O FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �G OR EGON �lV TOP CHORD A-B=-936/425,B-D=-1656/1107,D-E=-1656/1107,E-G=-1353/685,H-K=-266/127, <O -I)/ i 4,2°\ P-{- A-0=-1149/465 /mac BOT CHORD M-N=-497/891,L-M=-964/1675,K-L=-519/1340 '`R R L� WEBS B-N=-678/349,A-N=-434/1156,G-K=-1603/720,B-M=-556/1103,G-L=-248/541, E-M=-525/397,E-L=-705/540,C-D=-523/682 EXPIRES: 12/31/2017 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 $KRILL 6 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 19 WASpT' `i 4)Unbalanced snow loads have been considered for this design. O� -V T� 5)Provide adequate drainage to prevent water ponding. /„���Sy til 16 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ara �'�; 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 --a [Q%`!_ 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. � r 9)Refer to girder(s)for truss to truss connections. tr 4 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ��Ot ��GjS$13E8R 1` K=290,0=173. ' 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 415,1 ALE� � 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)65 lb down and 79 lb up at 10-4-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. October 25,2017 d „, Qotatitaueetsimpe,2h„d ,, 1 A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel( is always required for stability and to prevent collapse 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 HOLMAN COMPANY 173010 NOt K3841423 California Girder 1 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:56 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAy-10-1 Lv18-0-0 40q?MQQj21NSpX23-0-0 ETTpLTGZJyQBh1 5-0-0 � 7-1-4 T-10-31 11-6-0 1 15-1-13 1p12 18-0-0 23-0-0 1 5-0-0 2-1-4 -8-15 3-7-13 3-7-13 0-8-15 2-1-4 5-0-0 Scale=1:39.4 8x8 5-- 4,00 4.00 12 8x8 = 8x8 D Z ABE AC--itiisi.t AE A-, air C G ° 44111IPPP' B H N ✓ Y�� aD N N X r 0 O NAILED NAILED NAILED AlNAILED L ... ^DIE (AD IM Q 6x10= AG AH N AJ M 6x10 = K o R 3x10 = 2x4= J NAILED 2x4 = I 3-0-0 3-2)2 5-0-0 1 7-1-4 1 11-6-0 I 15-10-12 1 18-0-0 1 19-9-4 2O-O-0 23-0-0 3-0-0 0-2-12 1-9-4 2-1-4 4-4-12 4-4-12 2-1-4 1-9-4 0-2-12 3-0-0 Plate Offsets(X,Y)-- 10:0-4-0,0-3-8],fE:0-4-0,0-4-81fF:0-4-0,0-3-81,EL:0-5-12,0-4-0],[P:0-5-12,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Lid PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.04 N >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.06 M-N >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.30 Horz(CT) 0.02 J n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Wtnd(LL) 0.03 N >999 360 Weight:226 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,except E-F,D-E:2x6 DF SS G 2-0-0 oc purlins(6-0-0 max.):D-F. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci ei,t C-Q,G-K:2x4 DF Stud/Std G 10-0-0 oc bracing:N-O,M-N. �� rn OFFS WEBS 2x4 DF Stud/Std G 6-0-0 oc bracing:P-Q,K-L c NGI NE .E/5: /O REACTIONS. (lb/size) R=1159/0-5-8,J=1159/0-5-8 �? cr MaxHorz R=-27(LC10) �� 89200P29r Max Uplift R=-487(LC 12),J=-461(LC 9) Max Gray R=1416(LC 32),J=1416(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-149/457,B-C=-1010/493,C-D=-1570/715,D-E=-2204/950,E-F=-2204/950, Q F-G=-1570/708,G-H=-1010/485,H-I=-133/457 yG OREGON D, .1BOT CHORD A-R=-390/157,C-P=-502/206,O-P=-491/1001,N-0=-666/1509,M-N=-650/1509, /Q '9Y 14 2() L-M=-470/993,G-L=-502/196,I-J=-390/139 P WEBS C-0=-276/590,D-N=-297/796,E-N=-433/244,F-N=-297/796,G-M=-278/590, 4`R R 11-k- B-R=-1136/401,P-R=-440/154,B-P=-480/1342,H-J=-1136/384,J-L=-440/138, H-L=-473/1342 NOTES- EXPIRES: 12/31/2017 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 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 . ERRILL B ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. q 3)Unbalanced roof live loads have been considered for this design. J�9 O4 WAsi `ilk 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. a• � GII;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 / • x„ �0 plate grip DOL=1.60 � w` 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 -741 6)Unbalanced snow loads have been considered for this design. ,.d w� 7)Provide adequate drainage to prevent water ponding. 51398 8)All plates are 3x4 MT20 unless otherwise indicated. �� 'cGISTE-R� 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. STOMAL � 10) •This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. October 25,2017 Continued on nape 2 1 r a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 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 HOLMAN COMPANY K3841424 173010 NO2 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:35:58 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-Hk1zbfXLLheXEgaorTnrXEcN1da0k38mGfyNeByo8h? 5-0-0I 7-1-4 7-10-3� 11-6-0 15-1-13 1 -10-1j2 18-0-0 1 23-0-0 5-0-0 2-1-4 0-8-15 3-7-13 3-7-13 6-8-15 2-1-4 5-0-0 Scale=1:40.2 4.00 8x8 % E H 8x8= 8x8 D Ali3x4 ii AJ PON AD F. C� ���mmimmommimmo 3x4 u-, 4x6 C I 4x6 B_ ✓ v J O N �_ Y� N A _ N N �� K E.1 MR DIE R � a N N ® r 0. 17, 6x10 = O P 0 6x10 = O 3x4= S 3x4= 3x10= 3x4 = M L 6x6 = 2x4= 2x4= 3x4 = 6x6= I 3-0-0 3-2-12 5-0-0 1 7-1-4 1 11-6-0 I 15-10-12 1 18-0-0 1 19-9-4 201.01-0 23-0-0 I 3-0-0 0-2-12 1-9-4 2-1-4 4-4-12 4-4-12 2-1-4 1-9-4 0-2-12 3-0-0 Plate Offsets(X,Y)- [F:0-4-0,0-4-81,1N:0-5-12,0-4-01,IR:0-5-12,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc 1/defl L/d PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.06 P >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.12 0-P >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.61 Horz(CT) 0.05 L n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.05 P >999 360 Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, F-G,D-F:2x6 DF SS G except BOT CHORD 2x4 DF No.1&Btr G*Except* 2-0-0 oc purlins(5-8-9 max.):D-G. C-S,I-M:2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc b F�te�R e.t:R()FF WEBS 2x4 DF Stud/Std G 6-0-0 oc bracing:R-S,M-N ss JOINTS 1 Brace at Jt(s):F ,\� ANG NE ,4 �Q� MiTek recommends that Stabilize,..:•. -quired cross braciiny. y be installed during truss erection n ..rdance9t t' Installation guide. REACTIONS. (lb/size) T=1014/0-5-8,L=1014/0-5-8 Max Horz T=40(LC 13) Max Uplift T=-339(LC 14),L=-276(LC 11) Max Gray T=1450(LC 34),L=1450(LC 34) (374.. 4,OREGON b 1k1v0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /0 ll,' 14,2°' P+ TOP CHORD A-B=-280/428,B-C=-1049/540,C-D=-1669/1099,D-F=2127/1659,F-G=-2127/1659, M R R I L�- G-1=-1669/1099,1-J=-1049/540,J-K=-280/428 BOT CHORD A-T=-360/284,C-R=-483/327,Q-R=-425/1002,P-Q=-1031/1640,O-P=-1031/1640, N-0=-425/1002,1-N=-483/327,K-L=-360/284 WEBS C-Q=-667/711,D-Q=-369/420,D-P=-391/666,F-P=-472/385,G-P=-391/666,G-0=-369/420, EXPIRES: 12/31/2017 I-0=667/711,B-T=-1178/675,R-T=-418/276,B-R=-741/1372,J-L=-1178/675, L-N=-418/276,J-N=-741/1372 NOTES- 1)Unbalanced roof live loads have been considered for this design. �ERRILL 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,q, II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right X19 04 WAS/I i) exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � I4' 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 Op / iCh �' 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. • '• fir' 5)Provide adequate drainage to prevent water ponding. 7 4 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7417f r 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide K1,t51398 ct/� will fit between the bottom chord and any other members. Ovt���GISR 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) sSIONAL- T=339,L=276. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 25,2017 I a ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 HOLMAN COMPANY K3841425 173010 NO3 Roof Special 4 1 Job Reference(optional) ' Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:00 2017 Page 1 I D:AZpeR WInv_xdcu2 WcJaPCAyZNgg-D78jOLZbtIvFU_kByugJcfin7RANCOF3kzRUh4yQ8gz - 5-0-0 I 11-6-0 18-0-0 l 23-0-0 5-0-0 6-6-0 6-6-0 5-0-0 Scale=1:38.2 4x6= D 4.00 12 PM U V 4x6% 4x6 N 3x4 C E 3x4 B t 4119. F uA .". �� G ��Y N r - J Ea .11 Ic, 66x10 = K OMd 6x10 = 1RE 3x4 = N M 4x8= H 2x4 = = 3x4 = 2x4 3x4 = 3x4 = 1 3-0-0 3-?-12 5-0-0 1 11-6-0 i 18-0-0 1 19-9-4 20 0 0 23-0-0 1 3-0-0 0-2-12 1-9-4 6-6-0 6-6-0 1-9-4 0-2-12 3-0-0 Plate Offsets(X,Y)-- (J:0-6-9,0-4-7],IL:0-6-9,0-4-7] 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 0.37 Vert(LL) -0.04 J-K >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.12 J-K >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.44 Horz(CT) 0.03 H n/a n/a BOLL 0.0 Code IRC2015/TPI2014 Matrix-MS d LL 0.01Weight:102 lb FT=20% BCDL 10.0 Win ( ) K >999 360 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* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: C-M,E-I:2x4 DF Stud/Std G 6-0-0 oc bracing:L-M,I-J WEBS 2x4 DF Stud/Std G P R,nss MiTek recommends that Stabilizers an. PR be installed during truss erection,in.. •., • 4,i5$ Installation guide. c ' �G 9 REACTIONS. (lb/size) N=869/0-5-8,H=869/0-5-8 -4, Max Horz N=47(LC13) Q 89200PE �r Max Uplift N=-230(LC 14),H=-167(LC 11) Max Gray N=966(LC 2),H=966(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-309/344,B-C=-689/41,C-D=-891/241,D-E=-891/241,E-F=-689/115,F-G=-309/344 7 OREGON�� �t�,, BOT CHORD A-N=-299/316,C-L=-358/284,K-L=-67/821,J-K=-120/821,E-J=-358/284,G-H=-299/316 f „ WEBS D-K=0/258,B-N=-727/274,F-H=-727/274,H-J=-357/350,F-J=-315/992,L-N=-357/350, Y 1 El r 2.O 4 B-L=-315/992 MFR R 10- NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. EXPIRES: 12/31/2017 II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Unbalanced snow loads have been considered for this design. ERRll l 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. v, 8 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 J4) O�WAs. 11"- will fit between the bottom chord and any other members. 41 7)A plate rating reduction of 20%has been applied for the green lumber members. A ri / :.•-• �1, -A 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) -7 !f r .:' ""' N=230,H=167. ,.....- et ,,p, 51398 <v' "1, ,CfsTEgve SSI%NAL-e. October 25,2017 I , A 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 M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 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 HOLMAN COMPANY 173010 N04 GABLE 1 1 K3841426 I1 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:01 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-hJi5DhZEec1658JNWbLY9tEzxgcExWDCydA1 DWyQ8gy 6-2-1 6-2-1 53-615-0 1 15 3-115 5 I 23-0-0 1 6-2-1 Scale=1:37.5 4x6 = C 4.00I lid V y 6x8 % AC 17 y AD 6x8 La B D v _ "*"..w.44/N r y N N uA V V 6 12. V Y `I ^ leh ♦ ♦ ♦ •• ♦♦ ♦ r• •� •••••••����� a 3x4 = L K J I H G 3x4 = F 5x8 = 3-0-0110 20-0-0 I 23-0-0 1 3-0-0 8-6-0 8-6-0 Plate Offsets(X,Y)- f1:0-4-0.0-3-01 3-0-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.00 K-L >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.01 I-J >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.20 Horz(CT) 0.00 F n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) -0.00 K-L >999 360 Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and re. +.s 4..: . be installed during truss erection,in ac • .rpi� o -.it-rFS REACTIONS. All bearings 17-0-0 except(jt=length)F=0-3-8,F=0-3-8. Installation guide. Co ' ' Nf9 61,/,,-, �O (Ib)- Max Horz L=47(LC 13) 2 Max Uplift All uplift 100 lb or less at joint(s)K,G except 1=-211(LC 14),L=-191(LC 14),F=-165(LC 11) `�.0 89200 P E �� Max Gray All reactions 250 lb or less at joint(s)J,K,H,G except 1=753(LC 2),L=561(LC 29),F=561(LC 30), F=469(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-344/437,B-C=-93/251,C-D=-93/251,D-E=-344/437 A Q ��oN �Q BOT CHORD A-L=-359/370,E-F=-359/370 -�'! WEBS D-1=-330/238,C-1=-446/257,B-1=-330/238,B-L=-647/441,D-F=-647/441 /0 '9y 14,2°1 P} NOTES- 111 .13R11--\--d R R I L\ 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right EXPIRES: 12/31/2017 exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Unbalanced snow loads have been considered for this design. ,3RR1LL 6)All plates are 2x4 MT20 unless otherwise indicated. q 7)Gable studs spaced at 1-4-0 oc. ,�� �4�WAS T 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 - G'> �'!: 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 'raw, O 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. o. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)K,G except Z !1 t (jt=lb)1=211,L=191,F=165. �1rtt. ,. 51398 q� .it,,�•G7STER'.e ssIONAL ESO October 25,2017 t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. -- IllDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall t building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is k' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841427 173010 N05 Common 6 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:02 2017 Page 1 I D:AZpeRWlnv_xdcu2WcJaPCAyZNgg-9VGTR 1 asPw9zjHuZ4lsnh4n8xEwGgx4LBHwamzyQ8gx -1 6-2-1 11-6-0 16-9-15 23-0-0 6-2-1 5-3-15 5-3-15 6-2-1 Scale=1:37.5 4x6 = C 4.00 12 e 3x6 O 3x6 D N E A ,n r.wr. A" r M! 0. Id, o G o 3x4 = H F 3x4 = 2x4 i 5x8 = 2x4 3-0-0 3-2-1211-6-0 19-9-4 2q-0 23-0-0 1 3-0-0 0-2-12 8-3-4 l 8-3-4 0-2-12 3-0-0 Plate Offsets(X,Y)-- [G:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.07 G-H >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.20 G-H >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.02 F n/a n/a BCLL 0.0 ' Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.02 G >999 360 Weight:96 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 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and re• ' iv 4•r•- ( 141111 be installed during truss erection,in ac - :se . ii -•1 -1-4-6) Installation guide. \GJ `AGI NF£ s/O REACTIONS. (Ib/size) H=869/0-5-8,F=869/0-5-8 C? '9 -v Max Horz H=-47(LC 12) 89200PE Max Uplift H=-225(LC 14),F=-163(LC 11) Max Gray H=966(LC 2),F=966(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-422/382,B-C=-842/241,C-D=-842/241,D-E=422/382 BOT CHORD A-H=-308/444,G-H=-175/752,F-G=-175/752,E-F=-308/444 7 47 OREGON 44./ �((/ WEBS C-G=0/270,B-H=-1275/748,D-F=-1275/748 /o �►Iry 14 20 NOTES- MFR R 10- 'elP 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES' 12/31/2017 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)Unbalanced snow loads have been considered for this design. 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 $KRILL 9 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. ati� �jr WAS/1t j 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) y0,""X.4 Allri^s tt H=225,F=163. 16 4;;i `gyp dig . .. X16 51398 W� 0��,� 4.�ISTER- ..4'' s4IONALE �� October 25,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. wig Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 AN5IITP11 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 HOLMAN COMPANY K3841428 173010 N06 Common 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:02 2017 Page 1 ..• ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-9VGTR1asPw9zjHuZ4lsnh4n6yEvmgxwLBHwamzyQ8gx _ I 3-2-1 8-6-0 13-9-15 20-0-0 3-2-1 5-3-15 5-3-15 6-2-1 Scale=1:33.6 4x6 = C 4.00 171i- i M 3x6% L 3x6 B D N OA:liv 2x4II r A E eS N . o G OM = 5x8 = 2x4 8-6-0 I 18-3-4 06-9-4 72-12 3-0-0 1 8-6-0 Plate Offsets(X,Y)-- fG:0-4-0.0-3-01 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 0.42 Vert(LL) -0.08 G-H >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.26 G-H >786 180 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.02 F n/a n/a BCLL 0.0 ' Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.02 G-H >999 360 Weight:88 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 6-0-0 oc braci . w ■ 1 , MiTek recommends that Stabilizers an. =.• *A' 'Mille • ss� be installed during truss erection,in- : • kith$. '• . • Q a a1-'•1 f.u't- REACTIONS. (Ib/size) H=617/0-5-8,F=883/0-5-889200PE -9r Max Harz H=-77(LC 12) Max Uplift H=-107(LC 14),F=-163(LC 11) Max Gray H=686(LC 2),F=982(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q TOP CHORD B-C=-882/283,C-D=-885/286,D-E=-439/386 -74. 47 OREGON�ts ��(/ BOT CHORD G-H=-276/822,F-G=-197/776,E-F=-312/460 WEBS C-G=0/286,B-H=-928/407,D-F=-1313/794 /6 qY 14,2Q QyP RRIO- 1) NOTES- ' 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right EXPIRES: 12/31/2017 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)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �ggjj L 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , will fit between the bottom chord and any other members. S9 �V WAS1Vr, iJ 7)A plate rating reduction of 20%has been applied for the green lumber members. 000 %+) C� ��, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ..•-"""•- ',,. H=107,F=163. . �Nisr/ -i / - ,?,51398.0) w� °� vcrsT it- October 25,2017 1 ®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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN511TP11 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 HOLMAN COMPANY 173010 N07 Common Girder 1 K3841429 - Trus-Way,Inc., Vancouver,WA 98668 2 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:04 2017 Page 1 1-4-12 4-it-6 ID:A2-0-10 nvxdcu2Wc.JaPCAyZN15-5u0Esjc6xXPhyblyBjuFmVsQp2Z38k6eebPhgryQBgv I 8-6-0 12-0-10 { 15-7-4 20-0-0 1-4-12 3-6-10 3-6-10 3-6-10 3-6-10 1 { 4-4-12 Scale=1:33.9 4x6 II 4.00 12 D-- 3x4 3x4 % 3x4 R E Q off. 4x6 r�l�lll\ �� v 6x6% B 4x12 A #111 F 73 _.e di + Elitin M T U V lm N S 8x8= HHUS26-2 L HUS26 K W J X Y I Z 3x4= 3x8 MT2OHS I 6x6 = 8x8 = HUS26 HUS26 H LUS24 6x6 = 2x4 4x6 O HUS26 HUS26 HUS26 HUS26 { 1-4-12 { 4-11-6 { 8-6-0 12-0-10 1-4-12 3-6-10 3-6-10 I 15-7-4 1 17-0-0 1 20-0-0 Plate Offsets(X,Y)-- (J:0-3-0,0-4-0],fK:0-4-0,0-4-8],fL:0-3-0,0-4-4],f M:0-3-9,0-4-01 3-6-10 3-6-10 1-4-12 3-0-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.09 K-L >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.18 K-L >999 180 MT2OHS 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.05 H n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.05 J-K >999 360 Weight:223 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals. WEBS 2x4 DF Stud/Std G*Except* A-M:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brat'•.. ��c�E° PR°FFS REACTIONS. (lb/size) N=4851/0-5-8,H=5760/0-5-8 c5 0NGIN� -- (5> Max Horz N=-75(LC 33) 2 Max Uplift N=-1152(LC 12),H=-1120(LC 9) �� 89200PE 9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-4776/1195,B-C=-7728/1759,C-D=-6352/1424,D-E=-6353/1424,E-F=-7521/1617, F-G=-476/305,A-N=-4990/1240 BOT CHORD L-M=-1088/4505,K-L=-1596/7306,J-K=-1460/7101,1-J=-893/4616,H-1=-893/4616, G-H=-264/427 yG OREGON ,�4</ WEBS B-M=-2131/432,B-L=-546/3015,C-L=-335/1233,C-K=-1667/443,D-K=-805/3762, Ik 11 E-K=-1396/275,E-J=-214/1027,F-J=-617/2672,F-I=-140/994,A-M=-1357/5484, /� �y 14,ZQ� P.T F-H=-6101/1202 /1// 'h R L� NOTES- �1 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. EXPIRES: 12/31/2017 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)Unbalanced roof live loads have been considered for this design. vtgRRILL B 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;Lumber DOL=1.60 4';9 tF WASfjj 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 f' O`� A roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 t k X' O 6)Unbalanced snow loads have been considered for this design. ....../ 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,.d 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 �' 4, 513984c,'will fit between the bottom chord and any other members. Ok� �CISTER� <{ 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) sSIONALE�� N=1152,H=1120. 12) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 0-6-0 from the left end to connect f'nnt�lussfestt tadoi Mrs, bottom chnrd October 25,2017 r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mmi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTel( fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2223314 Iity Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 1 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 RA01 Diagonal Hip Girder 2 1 K3841430 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:06 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-2HV HOdMS8fPCvBLJ8wjswypOrD7cfrx6vuovkyQ8gt - 2-6-13 4-4-8 5-6-1 2-6-13 1-9-11 1-1-9 11-1-3 11-6-? 12-10-1 5-7-2 0-4-15 1-3-15 NAILE[Scale=1:22.3 E 2x4 II D 2.83 l ev NAILED C NAILED NAILED o P NAILEDO ' f 4x12 I B NAILED v N q NAILED M n N 1 A P A a al) 1.1 3x4 = Q H R G F NAILED Special I 2x4 I I 6x6 = NAILED 2x4 // NAILED Special NAILED I 2-6-13 4-2-9 11-6-7 5-6-1 i 11-1-3 I 2-6-13 1-7-11 0-3-14 0-11-10 5-7-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc 1/deft Lid PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.04 G-H >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.69 Vert(CT) 0.23 G-H >363 180 BCLL 0.0 * Rep Stress lncr NO WB 0.75 Horz(CT) -0.04 D n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.03 F >999 360 Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. MiTek recommends that Stabilizers and re. '-• . s 2♦..1•=. be installed during truss erection,in ac • :tee •.r . I -res Installation guide. ( E�G(NE�'9 `rl0 REACTIONS. (lb/size) 1=652/0.7-12,D=-85/0-4-8 2 Max Horz I=187(LC 42) Max Uplift 1=-486(LC 8),D=353(LC 11) �� 89200PE 9r Max Gray I=844(LC 54) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=501/1833,C-G=-378/0 Cr BOT CHORD A-1=1761/480,H-1=-1738/168,G-H=-1738/168 7 OREGON 4,/ WEBS B-H=-622/0,B-G=-139/1763,B-I=-676/795 L A\N A. NOTES- /0. At 14, 0 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. V/`R R I L� II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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 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. "RRIL' 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 1I q will fit between the bottom chord and any other members. J1� OF WASIr>, it 7)A plate rating reduction of 20%has been applied for the green lumber members. "W 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 4� et*4' OAi Gl, �0 1=486,D=353. r-,• •,;; - 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)D. 10) "NAILED"indicates 3-10d(0.148"x3")or 2-12d(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)164 lb down and 64 lb up at / F 0-0-0,and 164 lb down and 64 lb up at 0-0-0 on top chord,and 40 lb down at 0-0-0,40 lb down at 0-0-0,and 242 lb up at 8-4-5, ....ti 051398 4, and 242 lb up at 8-4-5 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Q. � CISTEg� 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). sS LOAD CASE(S) Standard IONAL- October 25,2017 *Continued on none 2 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 �4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 HOLMAN COMPANY 173010 RB01 Diagonal Hip Girder 1 1 K3841431 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:07 2017 Page 1 5L 5-6-7 ID:AZpeRWlnvxdcu2WcJaPCAyZNgg-Wi3MUke DSnGp3mXssSy08U?FpFYjL715LZeLRAyQBgs I 4-6-7 5 9-6 9-9-5 4-2-14 I 111:121 11 12 124-71-910 2 7-90 126-9111-59 9-15 2171-58 9715 i 22%7-1-57 9-15 225-951-65 9-515 228-93;55 si5 1 0-12 0-2-10 2.83 12 Scale 01:55.7 J Io 3x4= I G H a u F .1 " NAILED NAILED E N.. NAILED NAILED NAILED 3x4 D �� p PROFFS axlo = _. \�<�NGINEF cS'jO NAILED C B�r t -' �� 9 m /`r� 89200PE yr L'' A/�t i I I d -� X -� y N M P O 3x4= NAILED 2x4 ' 2x4 4x6 = CilCC NAILED 9� * 14OREGQN�� <U NAILED Special L NAILED Special - V .,2Q ...# - MFRRILL e' 5-67 EXPIRES: 12/31/2017 4-2-9 0-V4 I 4-2-512 0-d-9 1-0-0 Plate Offsets(X,Y)-- [C:0-2-15.0-0-91 LOADING (psf) TOLL(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 0.32 Vert(LL) 0.02 N-0 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(CT) 0.08 N-O >731 180 BCLL 0.0 Rep Stress Ina NO WB 0.58 Horz(CT) -0.02 C n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.01 N-O >999 360 Weight:67 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 5-1-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 0-2-2 except(jt=length)L=Mechanical,P=0-7-12,D=0-4-8. Installation guide. (Ib)- Max Horz P=213(LC 11) Max Uplift All uplift 100 lb or less at joint(s)L,D,E,F,H,I,J,K except C=-597(LC 25),P=-338(LC 8) Max Gray All reactions 250 lb or less at joint(s)L,D,E,F,H,I,J,K except P=818(LC 55) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-438/1526,C-N=-606/0 BOT CHORD A-P=-1460/419,O-P=1298/139,N-0=-1298/139 WEBS 13-0=-45910,B-N=-116/1354,B-P=-725/414 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;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)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �, RRILL 8 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 J1� 4-v WASH t 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. 4 ?r-0� IP 7)Refer to girder(s)for truss to truss connections. ,4,,r-- -,a. 0 r � 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)C,E,F,H,I,J,K. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)L,D,E,F,H,I,J, 4! t: K except(jt=lb)C=597,P=338. ,if 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C,D,E,F,H,I,J,K. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ��� ��51398 c� 12) "NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. +{'4 CISTER�Y � 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)135 lb down and 53 lb up at - j SS ANAL 0-0-0,and 135 lb down and 53 lb up at 0-0-0 on top chord,and 33 lb down at 0-0-0,33 lb down at 0-0-0,and 242 lb up at 8-4-5, and 242 lb up at 8-4-5 on bottom 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). October 25,2017 Continued an oaae 2 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7477 rev.10/03/2015 BEFORE USE. - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841433 173010 RCO1 Diagonal Hip Girder 2 1 Job Reference(optional) _ Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:10 2017 Page 1 I D:AZpeRWlnv_xdcu2 WcJaPCAyZNgg-w21V6mgtwN9ggW V6Y_?f0m6RSTezYVgX1 Xs?2VyQ8gp • I 4-4-8 4-$-P3 5-9-11 1 7 -7-1 1 11-1-3 1p-e-g 16-11-10 I 21-1-1 I 4-4-8 0-'11-5 1-3-14 1-9-7 3-6-2 0-4-15 5-5-8 4-1-7 2.8312 Scale=1:37.5 NAILED Special T G 3x4= � d III}�11 F NAILED r S NAILED 2x4 II D R I I re NAILED E �o'i, NAILED 3x4 = A °' rm5 ,/, Q r O NAILED 3x6 NAILED C I I _ c P NAILED B I I O 10011111 —%rtr Mil o U V W 1 H 3x4 = NAILED 2x4 4x6 J Special 3x4= NAILED NAILED Special NAILED I 4-1-15 4-0-13 5-9-11 I 7-4-0 I 11-1-3 21-1-1 I 0 4-1-15 - - 4 1-3-14 1-6-5 3-9-3 9-11-14 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 0.57 Vert(LL) -0.02 I-J >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.44 Vert(CT) 0.05 1-J >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.56 Horz(CT) -0.02 F n/a n/a BOLL 0.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.02 I-J >999 360 Weight:60 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 4-10-7 oc bracing. MiTek recommends that Stabilizers and re. - 1's:0•_ be installed during truss erection,in ac • ;�i� u -•I -rFs+ Installation guide. G)NE .). REACTIONS. All bearings 0-7-12 except Qt=length)F=0-2-2,G=Mechanical,E=0-4-8. c\ �� �R �2 (Ib)- Max Horz K=209(LC 11) -9 Max Uplift All uplift 100 lb or less at joint(s)G except F=-166(LC 8),J=-781(LC 25),K=-283(LC 8),E=-123(LC 89200 P E f 8) Max Gray All reactions 250 lb or less at joint(s)G,E except F=414(LC 17),K=1136(LC 55) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0 CC TOP CHORD A-B=503/1809,B-C=-202/500 OREGON /.4/ �<(// BOT CHORD A-K=-1734/481,J-K=-1809/452,1-J=-453/161 L� 4...I.._ � O WEBS C-J=-273/52,C-I=-149/501,B-J=-322/1488,B-K=-922/174 Q7), 14 2 P'�- NOTES- /14 ' ` RR L� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 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 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 r;RRI:rAS-1-4L, 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. 4S9 '���7)Refer to girder(s)for truss to truss connections. /� �, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)F. /i ,(y �. , `{, 9 Provide mechanical connection b others of truss to bearin late ca able of withstandin 100 Ib u lift at joints G exce t Ib E+ V ' '( Y ) 9 P P 9 P J O P (Jt= ) ,(.' R.xF=166,J=781,K=283,E=123. ,'1 - 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)F,E. t' 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)165 lb down and 64 lb up at �:•P 51398 k, 0-0-0,and 165 lb down and 64 lb up at 0-0-0,and 120 lb down and 70 lb up at 16-10-2 on top chord,and 40 lb down at 0-0-0,40 0 �•GISTE�� down at 0-0-0,and 242 lb up at 8-4-5,and 242 lb up at 8-4-5 on bottom chord. The design/selection of such connection �S ,0.- lb device(s)is the responsibility of others. `SIONAL�� 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard October 25,2017 f.ontintipd on nam 2 e A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IVIII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 HOLMAN COMPANY K3841434 173010 RD01 Roof Special Girder 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:11 2017 Page 1 I D:AZpeRWlnv_xdcu2 WcJaPCAyZNgg-OEJtK6hVHgHhIg415h WuZ_fd VsoDHykgFBcZaxyQ8go I 4-6-7 4-6,12 5-6-7 I 7-11-9 I 11-7-15 i 4-6-7 0-6-5 0-11-11 2-5-2 3-8-6 NAILED NAILED Scale=1:23.4 2x4 H NAILED D E NAILED 2.83 12 3x6 I J. NAILED C P NAILED OWIIIIll 1 3x6 N NAILED B 1 NAILED '. M �/ 11 A i� 11 i o 11 �1 3x4 = 0R H S G NAILED NAILED 3x6= NAILED NAILED 6x8 ,=F 2x4 II Special NAILED Special NAILED I 4-2-9 '-6-7I 5-6-7 I 7-11-9 I 11-7-15 4-2-9 0-3-14 1-0-0 2-5-2 3-8-6 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 0.49 Vert(LL) -0.02 G-H >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.31 Vert(CT) 0.04 H-I >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.52 Horz(CT) -0.02 G n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.01 H-I >999 360 Weight:49 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 4-7-3 oc bracing. MiTek recommends that Stabilizers and res..r,: be installed during truss erection,in ac • a�� t. -.I -ft 61 Installation guide. �\CO ��(j j N E -, > REACTIONS. (Ib/size) G=-39/Mechanical,1=722/0-7-12 Max Horz I=188(LC 11) Gi✓ 9 Max Uplift G=-407(LC 11),1=-518(LC 8) 89200PE C--- Max Gray G=85(LC 42),I=933(LC 53) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-508/1979,B-C=0/955 BOT CHORD A-I=-1908/486,H-I=-1978/547,G-H=-941/0 OREGON Cr WEBS C-H=-613/0,C-G=0/1046,B-H=-688/1318,B-1=-738/343 G 7j Y �� 1�� NOTES• /Q Arc 14,2°� 4 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. V/`R RI�-� II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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: 12/31/7017 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 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. EKR11-L. 7)Refer to girder(s)for truss to truss connections. 8) 440 04 WASji �t1 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) G=407,1=518. /� jf ,r- ,? , 9)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. • �:!• r4 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 lb down and 70 lb up at ) 0-0-0,and 179 lb down and 70 lb up at 0-0-0 on top chord,and 44 lb down at 0-0-0,44 lb down at 0-0-0,and 242 lb up at 8-4-5, ---1,41, and 242 lb up at 8-4-5 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. / 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f6O ,��51398 ,C{ LOAD CASE(S) Standard +�� • CIS fER 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 s`rIONALE�G Continued on Daae 2 October 25,2017 t t 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 MiTebS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 HOLMAN COMPANY K3841435 173010 RE01 Diagonal Hip Girder 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:13 2017 Page 1 I D:AZpe R W I nv_xdcu2 WcJa PCAyZNgg-LdRd InjIpIX PX_E hD6ZMePkyagh M ItWzjV5gegyQ8gm 4-4-8 4V2 5-7-10 1 7-7-1 11-1-3 711 -2 16-11-10 19-5-4 4-4-8 0--4 1-0-14 1-11-7 3-6-2 0-4-1 5-5-8 1 2-5-10 Special 2.83 12 Scale=1:33.9 3x8 MT2OHS= H F G •011111111011111111 ,,,, NAILED • : Id NAILED 2x4 II S I I NAILED D E N NAILED 3x6%R Y o NAILED C I Iv NAILED 3x6 s Q 0 M NAILED B I P sow 000 II a nn 0 nn o 1 U < V K W J I 3x4= NAILED L 2x4 II 3x6 =Special 3x6= NAILED NAILED Special NAILED I 4-2-14 4-6-112 5-7-10 1 7-7-1 1 11-1-3 I 4-2-14 0-9-14 1-0-14 1-11-7 3-6-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.01 J-K >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(CT) 0.05 J-K >999 180 MT2OHS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.50 Horz(CT) -0.02 E n/a n/a BCLL 0.0 * Code IRC2015/TP12014 Matrix-MP Wind(LL) 0.01 I >999 360 Weight:58 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 4-9-7 oc bracing. MiTek recommends that Stabilizers and re. .t s♦�2.. be installed during truss erection,in ac, i�i��N a 1 i -r4", Sr, guide. `CJ ��,INE£ ole REACTIONS. (lb/size) L=690/0-7-12,E=-82/0-4-8,G=388/0-2-2 �,•? 9 �� MaxHorz L=208(LC 11) 89200PE r Max Uplift L=-482(LC 8),E=-363(LC 11),G=-222(LC 12) Max Gray L=889(LC 54),G=500(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=498/1849,B-C=13/1064,D-J=-449/0 BOT CHORD A-L=-1773/476,K-L=-1858/465,J-K=-1060/0 yL OREGON 44./ �1(/ WEBS C-K=-605/0,C-J=0/1186,B-K=-623/1106,B-L=-681/327 <0 nqy 14 r2-°�P--t.. NOTES- MER R 1a LL 1)Wind:ASCE 7-10;Vuft=140mph(3-second gust)Vasd=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;end vertical left and right exposed;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 EXPIRES: 12/31/2017 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 non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. cjLRIj j 6)The Fabrication Tolerance at joint F=8% s. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a�� O� NAS:14 �, 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 op W0 tNwill fit between the bottom chord and any other members. �,y`T O9)A plate rating reduction of 20%has been applied for the green lumber members. �0"` • 10) Provide mechanical connection(by others)of truss to bearing plate at joint(s)G. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) j � 1• L=482,E=363,G=222. rd 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)E,G. 4, 51398 w� 13)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 20t' 'krSTER d load(s) 14) Hanger(s)or other 0-0-0,and 167 lb down nand 65 lb up ection at)0-0-0,shall nde r103 lb down ovided land 66 lbent to pup at 16-10port -2 on top chord,and 41 lb down at7 lb down and 65 l 0-0-0b up ,41 �sSIONALV' lb down at 0-0-0,and 242 lb up at 8-4-5,and 242 lb up at 8-4-5 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. October 25,2��7 15) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(6). Continued orwaae 2 t tImin A WARNING-Verily 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 Frei( is always required for stability and to prevent collapse 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 HOLMAN COMPANY 173010 RFO1 Diagonal Hip Girder 2 1 K3841436 - Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:14 2017 Page 1 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-pp_Oy7jNabfG97ot5-3-12 4-9-9 H964z6UDE6y9gDBGyQ8g1 I 3-8-12 4-6-7 6-3-10 11-1-3 1 3-8-12 10-9-10 I 1-9-3 I �-4-1-6-� 1 3--9-109-10 1 NAILED F ocale=1:26.7 s A4 2.83 12 2x4 I I I I � NAILED D E NAILED NAILED Q R NAILED 4.x8 _ I I �Ep PROFF NAILED 3x4 = p �� ss n NAIILLED B I I ��5 ANGINEF9 /�2 '"' II VII r �4!: 89200PE �� Co CC A II 1 nn u I I n � 6x6= 3x4 = T ! ? U V H G NAILED K` J NAILED 5x6= �G ,�OREGONN. �� NAILED 3x4= 2x4= NAILED /O �Y L1 (1' .\ �— NAILED ili 's NAILED RRI�—A' EXPIRES: 12J31/2017 I 4-2-9 .1-6-71 6-3-10 I 11-1-3 I 15-3-12 4-2-9 0-3-14 1-9-3 4-9-9 4-2-9 1 Plate Offsets(X,Y)-- [H:0-3-0,0-1-81.[1:0-5-12,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP S (roof) 25.0 Plate Grip Vert(LL)1.15 TC 0.40 Vert LL) -0.04 H-I >999 240 MT20 220/195 Snow now(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(CT) 0.07 J >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) -0.05 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.05 H-I >999 360 Weight:53 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* except end verticals. C-J:2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. Except: WEBS 2x4 DF Stud/Std G 6-0-0 oc bracing:I-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) F=109/Mechanical,K=772/0-7-12,E=20/0-4-8 Max Horz K=171(LC 11) Max Uplift F=-62(LC 8),K=-361(LC 8),E=-212(LC 11) Max Gray F=150(LC 17),K=985(LC 55),E=103(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-482/1844,B-C=-659/1998 BOT CHORD A-K=-1768/460,C-I=-657/66,H-I=-2134/696 WEBS C-H=-686/2165,I-K=-1714/431,B-1=-288/334 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;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)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ORRILL 8 will fit between the bottom chord and any other members. X19 O�WASJ�r, `i) 6)A plate rating reduction of 20%has been applied for the green lumber members. W 7)Refer to girder(s)for truss to truss connections. pJ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)F except(jt=1b) ` ,.e( ?% • K=361,E=212. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)E. . 10)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 4`" 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)166 lb down and 65 lb up at KirP51398 4,):4.0-0-0,and 166 lb down and 65 lb up at 0-0-0 on top chord,and 41 lb down at 0-0-0,and 41 lb down at 0-0-0 on bottom chord. Q 4, 51398,0 4,):4.The design/selection of such connection device(s)is the responsibility of others. ,t', Gisms- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). sSIONALE' LOAD CASE(S) Standard inntinuert nn nmaP 2 October 25,2017 r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/l•7473 rev.10/03/2015 BEFORE USE. -... mit Design valid for use only with Mu ck®connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Corona,250 Circle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 RGO1 Diagonal Hip Girder 2 1 K3841437 Job Reference(notional) ' Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:16 2017 Page 1 ID:AZpeRWlnv__xdcu2WcJaPCAyZNgg-IC6mNple6Dw ORyGuF63G1MTntjFyEcPPTJKF9yQ8gj 4-4-8 7-7-1 I I I 11-1-3 11-6- 2 16-11-9 19-5-4 4-4-8 3-2-9 3-6-2 0 4-1 5-5-7 2-5-11 2.83 I12 '.-le:3/8"=1' Special 3x6= G NAILED -7 T F . Io NAILED 2x4 II S 1n0' NAILED D E d NAILED 3x6 --5-R R Y = ��Q,0 PR OP4-6, NAILED 3x6 'NAIQLED '. 1 �Gj :90210N:FR /�NAILED B �rGr✓� 2P11. I1 PE 9 A 11111111111111111 I A r I I Ir iu M� arm d Q U V K W J I y OREGON l(/ 3x4 = NAILED 2x4 NAILED 3x6 __Special 3x6 = 6.74Y ' (1Q'\�1�# NAILED NAILED Special ' MFR RI L\-- EXPIRES: 12/31/2017 1 4-2 9 4(6-1 7-7-1 I 11-1-3 4-2-9 0-3-14 3-0-10 3-6-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.01 J-K >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(CT) 0.05 J-K >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.48 Horz(CT) -0.02 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.01 I >999 360 Weight:58 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 4-10-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) L=656/0-7-12,E=-51/0-4-8,G=391/0-2-2 Max Horz L=208(LC 11) Max Uplift L=-464(LC 8),E=-341(LC 11),G=-223(LC 12) Max Gray L=845(LC 54),G=501(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-479/1791,B-C=0/1009,D-J=-415/0 BOT CHORD A-L=-1725/456,K-L=-1811/446,J-K=-1009/0 WEBS B-L=-648/313,B-K=-632/1113,C-K=-566/0,C-J=0/1128 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;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)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 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 cl $RRIL-,4443), q, will fit between the bottom chord and any other members. w 4 WAS t 7)A plate rating reduction of 20%has been applied for the green lumber members. ,,,(((���• �,� �.p 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)G. a. . 77'P., �O 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �,+ K`u- 41 L=464,E=341,G=223. .( t 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)E,G. \l 1 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. ler 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)163 lb down and 63 lb up at "d� 513 8 �� 0-0-0,and 163 lb down and 63 lb up at 0-0-0,and 103 lb down and 66 lb up at 16-10-2 on top chord,and 40 lb down at 0-0-0,40 �,{ GI R lb down at 0-0-0,and 242 lb up at 8-4-5,and 242 lb up at 8-4-5 on bottom chord. The design/selection of such connection vC's� STE �Y device(s)is the responsibility of others. sSIONA1j 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard October 25,2017 jrintiniieri nn naaP 2 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. NM MI km- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 HOLMAN COMPANY K3841438 173010 RHO1 Diagonal Hip Girder 2 1 Job Reference(optional) - Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:18 2017 Page 1 - ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-haEWoVnuegAie16e0g8XLSRgwhPjQ84isnoQKlyQ8gh 11-10-12 I 4-4-8 7-7-1 I 11-1-3 111-6-2 II 1 4-4-8 3-2-9 3-6-2 '0-4-1510-4-10' 2x4 I I E (Scale=1:20.1 D 1N - NAILED __ I71. 2.83 12 NAILED 3x6 = Q - = NAILED C NAILED P • 3x6 % O rn NAILED BN cn NAILEDev N N r A yr o 0 0 8 3x4 = R S TH G NAILED NAILEDSpecial = = NAILED J NAILED 3x6Special 3x6 2x4 4-2-9 6-7I 7-7-1 11-1-3 I 4-2-9 -3-14 3-0-10 3-6-2 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 0.48 Vert(LL) -0.01 H-I >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.26 Vert(CT) 0.05 H-I >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.48 Horz(CT) -0.02 E n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.01 G >999 360 Weight:47 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 4-10-8 oc bracing. MiTek recommends that Stabilizers and re. ' - '.3.s a...4.,•%4 r be installed during truss erection,in ac -::+ii! • u "ThiAir-rts Installation guide. CJ ! G(N� s% REACTIONS. (lb/size) J=654/0-7-12,E=-139/0-4-8 C?\ e FR .22 Max Horz J=183(LC 11) 44./ "Y-- Max 9Max Uplift J=-489(LC 8),E=-339(LC 11) 89200PE c- Max Gray J=843(LC 54) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-476/1791,B-C=0/1013,D-H=-417/0 BOT CHORD A-J=-1725/454,I-J=-1793/508,H-I=-1005/0 yG "'� � A-OREGON �l(/ WEBS B-J=-646/336,B-1=-674/1109,C-1=-564/0,C-H=0/1124 '� <O �t�Y 14,2-° Q4 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �`R R 1A' II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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 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. $RRII I 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 B will fit between the bottom chord and any other members. ms's Ov WASpr, `i f 7)A plate rating reduction of 20%has been applied for the green lumber members. . W 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) �i ?s�. CSO �' J=489,E=339. -L �/!t '.`" 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)E. 10) "NAILED"indicates 3-10d(0.148"x3")or 2-12d(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)163 lb down and 63 lb up at I# IV 0-0-0,and 163 lb down and 63 lb up at 0-0-0 on top chord,and 40 lb down at 0-0-0,40 lb down at 0-0-0,and 242 lb up at 8-4-5, 51398 and 242 lb up at 8-4-5 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �� � GISTBg �� 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). SI�NALE� LOAD CASE(S) Standard October 25,2017 Continued on page 2 1 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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,D5B-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 HOLMAN COMPANY 173010 RI01 Diagonal Hip Girder 2 1 K3841439 Job Reference(optional) - Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:20 2017 Page 1 ID:AZpeR WI nv_xdcu2 WcJaPCAyZNgg-dzMHDBo89RQQt2G174B?QtXB9V2Hu2n?K4HX0wyQ8gf - I 5-5-15 7-1-14 I 10-1-8 11-0-9 5-5-15 1-7-15 2-11-10 l 0-11-1 Scale=1:18.3 2x4 II F 5 j NAILED D E , l� NAILED 2.83 1 3x6 = Q NAILED C17 NAILED p tellin 3x4 = Q N NAILED BjDjP0011 I_ A 3x4 = R S T G I NAILED NAILED 3x4= Special H NAILED J NAILED Special 3x6 2x4gq II I 4-1-15 A-3-14 7-1-14-8- I 10-1-8 10d-2 4-1-15 2-11-10 0-0211 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) 0.01 H-I >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(CT) 0.05 H-I >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) -0.02 F n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.01 1-J >999 360 Weight:43 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 5-3-10 oc bracing. MiTek recommends that Stabilizers and re. ' - Ts..�■•: be installed during truss erection,in ac ,- .tits • u "M1:flI -rFs Installation guide. REACTIONS. (lb/size) F=22/Mechanical,J=618/0-7-12,E=-275/0-2-2 \� �N('f NEFi4 i� Max Horz J=166(LC 43) �� Max Uplift F=-13(LC 8),J=-435(LC 8),E=-481(LC 25) 89200PE mac' Max Gray F=29(LC 17),J=783(LC 55) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=-429/1557,B-C=-15/940,D-H=-594/0 BOT CHORD A-J=-1497/410,I-J=-1554/456,H-I=-916/48 OREGON V� WEBS B-J=-581/294,C-1=-532/0,C-H=-21/1063,B-1=-554/936 G. 4-3,,, , �O Y 14,2.6`D P NOTES- 1) 4- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. MFR R I 0- II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. .ORRILL 8,q� 7)Refer to girder(s)for truss to truss connections. 9 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)E. a1 O�WASI/I��li� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)F except(jt=lb) / „,+ G' '<t\P ,. J=435,E=481. —r /,fS!k, . O 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)E. V , 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. ,br 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 lb down and 55 lb up at 0-0-0,and 141 lb down and 55 lb up at 0-0-0 on top chord,and 35 lb down at 0-0-0,35 lb down at 0-0-0,and 242 lb up at 8-4-5, �,P 51398 q,� and 242 lb up at 8-4-5 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Q. �4b/STER� 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). s LOAD CASE(S) Standard °IC/NAL— October 25,2017 1.nntinii ri on pane 2 P A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse 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 HOLMAN COMPANY K3841440 173010 RK01 Roof Special Girder 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:21 2017 Page 1 - ID:AZpeRWInv_xdcu2WcJaPCAyZNgg-69wfQXpmwIYHVCrDhoiEz53L6uP9dTc8Zk15xMyQ8ge 4-7-11 i 8-1-7 I 11-10-12 I 4-7-11 3-5-12 3-9-5 Special Scale=1:21.6 NAILED 2x4 11 P D E NAILED 2 83 12 NAILED I I 3x4= - C NAILED 0 `II I NAILED06 tr m 4x6= N NAILED B I I NAILED 0011 M I I A . nH [ r H 11_1 1 3x4= Q RH Spedal S G NAILEDNAILED I 4x6 = NAILED F NAILED NAILED 2x4 II NAILED 6x8 = NAILED I 4-2-9 4-6-7I 8-1-7 I 11-10-12 I 4-2-9 0-3-14 3-7-0 3-9-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0,48 Vert(LL) -0.02 G-H >999 240 MT20 220/195 Snow Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.34 Vert(CT) 0.05 H-1 >999 180 TCDL 7.0 Rep Stress lncr NO WB 0.62 Horz(CT) -0.02 G n/a n/a BCLL 0.0 BCDL 10.0 * Code IRC2015/TPI2014 Matrix-MP Wind(LL) -0.02 H-I >999 360 Weight:50 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 4-6-9 oc bracing. MiTek recommends that Stabilizers and re. •-• les+.r•:6: - be installed duringtruss erection,in ac - • 4. -•I -rf �' Installation guide. \C,'\AC31Ne£R s/Q REACTIONS. (lb/size) G=160/Mechanical,1=777/0-7-12 ffj Max Horz 1=192(LC 11) Max Uplift G=-291(LC 11),1=-448(LC 8) 89200PE Max Gray G=187(LC 16),1=975(LC 53) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=499/1990,B-C=88/733Q Q BOT CHORD A-1=-1919/477,H-1=-1993/540,G-H=-726/140 -9` OREGON tk /,C(/ WEBS B-H=-573/1539,C-H=-383/0,C-G=-119/798,B-1=-806/252 <Q "9Y 14,r2-°\ +P NOTES- , 1)Wind:iASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. MFR R �-` 11;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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: 12/31/7017 roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. $RKILL 6)A plate rating reduction of 20%has been applied for the green lumber members. .q 7)Refer to girder(s)for truss to truss connections. a19 OVWAS11 4>, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �OG, e' G=291,1=448. • , // , . 9)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. -7 C i r-" x. 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down and 70 lb up at 0-0-0,and 180 lb down and 70 lb up at 0-0-0 on top chord,and 44 lb down at 0-0-0,and 44 lb down at 0-0-0 on bottom chord. t' The design/selection of such connection device(s)is the responsibility of others. l f 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). +<1., 51398 w 2,4, 4bISTGR LOAD CASE(S) Standard G 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 S10NAL- October 25,2017 4":ontiniied nn PAPP 2 r MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 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 iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY K3841441 173010 RLO1 Diagonal Hip Girder 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:23 2017 Page 1 • ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-2Y1PrCg1SMo_kW coDki2W9hfi5o5PLR02WB?FyQ8gc 4-4-8 I 7-7-1 11-1-3 11-611 16-11-9 I 19-9-8 I 22-7-7 25-0-13 4-4-8 3-2-9 3-6-2 0-4-14 5-5-8 2-9-15 2-9-15 2-5-6 NAME l- ol Se=11:41.5 NAILED 3x4= l I 1 Special G H 1111 T. NAILEDV F lik NAILED U 0 NAILED 2x4 IE II '` !Q,ED PROFF `.1 NAILED 3x6 % D s<C tS T 5 GINE 9 �/� a N NAILED NAILED C I II3x �C?\ `v �i 0 NAILED B6 SII r 89200PE ��" R inA Oir l II 0 + W X, M Y L K �G , OREGON R ,� 3x4= NAILED 2x4 NAILED 3x6 — 3x6 — /O/���y 14',2'O # NAILED NAILED Special "� 'R R'`\- Special EXPIRES: 12/31/2017 4-2-9 416-7 7-7-1 11-1-3 I 4-2-9 0-3-1�4 3-0-10 I 3-6-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo I/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.01 L-M >999 240 MT20 220/195 Snow TCDL(Pf/Pg) 20.8/30.00 Lumber DOL 1.15 BC 0.33 Vert(CT) 0.06 L-M >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) -0.02 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.01 K >999 360 Weight:66 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 4-10-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except(jt=length)J=Mechanical,N=0-7-12,E=0-4-8. (Ib)- Max Horz N=220(LC 11) Max Uplift All uplift 100 lb or less at joint(s)J,H,I except N=-443(LC 8),E=-346(LC 11),F=-145(LC 8) Max Gray All reactions 250 lb or less at joint(s)J,E,H,I except N=843(LC 55),F=327(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=-481/1792,B-C=-30/1011,D-L=-415/0 BOT CHORD A-N=-1726/458,M-N=-1820/399,L-M=-1012/0 WEBS B-N=-646/292,B-M=-597/1111,C-M=-566/0,C-L=0/1131 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;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)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. rl L 6)A plate rating reduction of 20%has been applied for the green lumber members. l�E .q 7)Refer to girder(s)for truss to truss connections. J~ 0-v WAS, tet) 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)F,H,I. /i_ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)J,H,I except /� Ly .• O? �� (jt=Ib)N=443,E=346,F=145. 40,!1'5.1 a,•. O r' E�S�,� 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)E,F,H,I. 11) "NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. \d e V 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)163 lb down and 63 lb up at /r�;r 0-0-0,and 163 lb down and 63 lb up at 0-0-0,and 120 lb down and 70 lb up at 16-10-2 on top chord,and 40 lb down at 0-0-0,40 �+ 51398 � lb down at 0-0-0,and 242 lb up at 8-4-5,and 242 lb up at 8-4-5 on bottom chord. The design/selection of such connection O� ��GIS 1>R 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). �SSIONALE�� LOAD CASE(S) Standard October 25,2017 nntinuPri nn none 2 e mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 HOLMAN COMPANY K3841443 173010 RM01 Diagonal Hip Girder 2 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:25 2017 Page 1 I D:AZpeRWlnv_xdcu2WcJaPCAyZNgg-_w9AGusH_2i_g8_wemA7xE 1 VWoyZHCkTM?I47yQ8ga I 4-4-8 I 7-7-1 I 11-1-3 1 -6-2 16-11-10 16-11-10 18-11-10 I 4-4-8 3-2-9 3-6-2 0-4-1 5-5-8 2-0-0 NAILED Scale=1:33.5 Special G F d1 NAILEDi4' 2.83FITR = "o NAILED 2x4 II I I NAILED D E ��tip P R OFFS NAILED C 4 �Q C Z ,NG(NEF9 sio� N�, NAILED 1 1 NAILED ED B P11 vos r �� 89200PE �� " O voros woo 11 A n � o � OI X Tl � OREGON /5suHt- 49 2 '�- 3x4 = NAILED 2x4 II NAILED 3x6 .Spedal 3x4= , Z 14, O NAILED NAILED NAILED � rl` RIO- EXPIRES: V EXPIRES: 12/31/2017 I 4-2-9 4r6-T 7-7-1 I 11-1-3 I 4-2-9 0-3-14 3-0-10 3-6-2 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 0.46 Vert(LL) -0.02 1-J >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.28 Vert(CT) 0.03 J-K >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.52 Horz(CT) -0.02 E n/a n/a BCLL 0.0 * Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.02 H >999 360 Weight:57 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 4-9-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) K=739/0-7-12,E=68/0-4-8,F=370/0-2-2 Max Horz K=206(LC 11) Max Uplift K=-402(LC 8),E=-263(LC 11),F=-198(LC 12) Max Gray K=917(LC 54),E=129(LC 17),F=446(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-473/1798,B-C=155/840,D-1=-283/0 BOT CHORD A-K=-1731/451,J-K=-1816/444,I-J=-842/135 WEBS B-K=-736/234,B-J=-487/1282,C-J=-416/0,C-I=-116/936 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=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;end vertical left and right exposed;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)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 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. $RR111 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide q will fit between the bottom chord and any other members. 4) i. WAS +). 7)A plate rating reduction of 20%has been applied for the green lumber members. y #04,44 4.:,,,m �/ 8of truss to late 9)Provide mechanical connection Provide mechanical connection(bybothers))of truss to bearing plate capable of withstanding100 lb uplift at joint(s)except Ib r A Q K=402,E=263,F=198. \--1 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)E,F. .-7%. i 11) "NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. /r" 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)163 lb down and 63 lb up at yfi 51398 49 0-0-0,and 163 lb down and 63 lb up at 0-0-0,and 103 lb down and 66 lb up at 16-10-2 on top chord,and 40 lb down at 0-0-0,and ��{ ��CjSg 40 lb down at 0-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. -6's, G 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). IONAL�� LOAD CASE(S) Standard October 25,2017 Continued on Daae 2 I r 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 budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 HOLMAN COMPANY K3841444 173010 RNO1 Diagonal Hip Girder 2 1 Job Reference(optional) - Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:27 2017 Page 1 I D:AZpeRWlnv_xdcu2 WcJaPCAyZNgg-wJHwhauXWbIQD7IN 13peCMJLmJPJ 18Y1 xgUP80yQ8gY 4-2-9 I 7-3-4 11-1-311-6- 16-1-11 4-2-9 3-0-10 3-9-15 d-4-1S 4-7-9 F -`=llee=1:27.2 NAILED `Io 2.83 12 2x4 II E ' 1 Special D Special R m NAILED 4x6 . Q �Ep P R Qi-R-„ h NAILED 1101 c.o. !NG[IVF,C1s/O NAILED 3x4 = p V ,T NAILED B mtwr Z:114. � 89200PE vt' 1 I A M LI I I I I I m 1 -S ectal - d 6x8 V H G OREGON 45. 3x4 = T 4111-.111 D NAILED NAILED J Special 4x6= G/ '9y �N� 4x6= 2x4 = O 14,2 P+ NAILED NAILED -M RAIL\- v EXPIRES: 12/31/2017 I 4-1-15 4t5-113 7-3-4 11-1-3 16-1-11 I 4-1-15 0-3-14 2-9-7 3-9-15 5-0-8 Plate Offsets(X,Y)-- [1:0-5-12.0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc 1/defl Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.05 H-I >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT) 0.06 J-K >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) -0.03 E n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MP Wind(LL) 0.03 H-I >999 360 Weight:56 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* except end verticals. C-J:2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. Except: WEBS 2x4 DF Stud/Std G 6-0-0 oc bracing:I-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) F=132/Mechanical,K=840/0-7-12,E=157/0-4-8 Max Horz K=159(LC 43) Max Uplift F=-76(LC 8),K=-395(LC 8),E=-258(LC 11) Max Gray F=183(LC 17),K=1073(LC 55),E=244(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-475/1829,B-C=-666/1495,D-H=-307/167 BOT CHORD A-K=-1753/454,C-I=-386/52,H-I=-1594/675 WEBS B-K=-582/131,I-K=-1655/395,B-1=-336/1218,C-H=-688/1668 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;end vertical left and right exposed;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)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .0ERRILL-O will fit between the bottom chord and any other members. 4 J- Ov WASH,, . i'?, 6)A plate rating reduction of 20%has been applied for the green lumber members. W 7)Refer to girder(s)for truss to truss connections. 4� $S4• G'1, �" 8)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)F except t=lb /" '<�' O� P p P (1- ) dia. c- K=395,E=258. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)E. Y 10)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. ler 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)165 lb down and 64 lb up at �+ 51398 w4 0-0-0,165 lb down and 64 lb up at 0-0-0,and 104 lb down and 224 lb up at 8-4-5,and 104 lb down and 224 lb up at 8-4-5 on top Off+ ��GIST.S9 chord,and 40 lb down at 0-0-0,40 lb down at 0-0-0,and 82 lb down and 59 lb up at 8-4-5,and 82 lb down and 59 lb up at 8-4-5 L'g C' ` on bottom chord. The design/selection of such connection device(s)is the responsibility of others. SIONALEuV 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard October 25,2017 Continued on nape 2 t r ®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 HOLMAN COMPANY 173010 SJO8 Jack-Open 1 1 K3841445 Job Reference(optional) - Trus-Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:27 2017 Page 1 I D:AZpeR Winv_xdcu2WcJaPCAyZNgg-wJHwhauXWbIQD71N 13peCMJPYJ WK1 Jn 1 xgUP80yQ8gY I 3-10-3 I 3-10-3 • Scale=1:14.2 4.00 12 Bp E 2x4 ��_co PROPeo A .g ,N�7 1 NEER /* N 89200PE "" IIIH " cn , OREGON R 4, c <Q xi). 14.2 oN P - ' RRIL'- Q' D 3x4 H EXPIRES. 12/31/2017 3-10-3 I 3-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc Udefl Lid PLATES GRIP TCLL(roof) 25.0 plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.01 (C-D >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 p TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 C-D >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 B n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MR Wind(LL) 0.01 C-D >999 360 Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-3 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. REACTIONS. (lb/size) D=137/Mechanical,B=95/Mechanical,C=43/Mechanical Max Horz D=60(LC 14) Max Uplift D=-7(LC 14),B=-50(LC 14) Max Gray D=153(LC 2),B=109(LC 2),C=69(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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)D,B. .0$RRILL& S9 Ov WASiii, `i';, -'/7 ,ct; /i �.or . •=. 1l ,er Po 4,,51398, 4t +Z� GISTER .0, sSIONALEO October 25,2017 ' e AWARNING-Verily 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 ANSIITP11 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 SJ09 Jack-Open 1 1 K3841446 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:28 2017 Page 1 I D:AZpeR W I nvxdcu2 WcJaPCAyZNgg-O Vrl uwu9HvQ H rHtZbmKtlZsbUjs?mmOAAKDyg SyQ8gX I 2-8-3 2-8-3 4.00 12 , Scale=1:14.3 B 2x4 I I A � � P R�FFss ��5 ANG I NFFR �O 89200PE 9< OREGON � � 'oMy ,4,2��P+� FRRIL�- D 2x4 II EXPIRES: 12/3112017 283 I 2-8-3 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0...242.00 .22 Vert(LL) -0.00 C-D >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.00 C-D >999 180 BCLL 0 0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 B n/a n/a BCDL 10,0 Code IRC2015/TPI2014 Matrix-MR Wind(LL) 0.00 C-D >999 360 Weight:9 Ib FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, WEBS 2x4 DF Stud/Std G except end verticals. 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 REACTIONS. (Ib/size) D=93/0-3-8,B=66/Mechanical,C=28/Mechanical Installation guide. Max Horz D=57(LC 14) Max Uplift B=-41(LC 14) Max Gray D=104(LC 2),B=75(LC 2),C=47(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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)B. �$RRILL C. B� 4\ OV WASpr, '}i. J, i Vi [ ` 51398 ^4, 24,�.CISTER � S°ZONALE' ci October 25,2017 t 1 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1111. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing +' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mire i( fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 250 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,)AP22314.Irty Criteria,DSB-89 and BCSI Building Component Corona, Circle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 SJ10 Jack-Open 1 1 K3841447 Job Reference(optional) Trus Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:29 2017 Page 1 ID:AZpeRWlnv_xdcu2 WcJaPCAyZNgg-ti0h6GVo2CY8SRS19Tr6HnPm57CBVDGKO_zWDuyQ89 W 2-10-3 ... 2-10-3 4.00 12 B Scale=1:14.3 2x4 II A D PROpk. NGINEF/4 89200PE47 OREGON 4Q ♦ c i0M y 14 2a �� FRRII.L D 2x4 II EXPIRES: 12L31/2017 2-10-3 I 2-10-3 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.00 C-D >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 C-D >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 B n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MR Wind(LL) 0.00 C-D >999 360 Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-3 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 REACTIONS. (lb/size) D=100/0-5-8,B=70/Mechanical,C=30/Mechanical Installation guide. Max Horz D=58(LC 14) Max Uplift D=-1(LC 10),B=-42(LC 14) Max Gray D=111(LC 2),B=80(LC 2),C=50(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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)D,B. �,RRILj, 9 J�9 pF WASE .y� Iv• ' cava 0'4 51398 � 8I0NAL VA4 October 25,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I-7477 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek2t connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P CCorona, Circle CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 SJ11 Jack-Open 1 1 K3841448 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) ` 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:29 2017 Page 1 1RWinv_xdcu2WcJaPCAyZNgg-ti0h6Gvo2CY8SRS19Tr6HnPiy7BdVDGKO_zWDuy08gW I 4-10-3 4-10-3 I Scale=1:17.5 r/- 4.00 12 B E 111111111111111111111111111111 NII 1111 �� :4,962 I oN:.:: v 9�' Eon If OREGON �tV� <Q 4y 14,2.0 ' 'p ' ld 101 MR R I I_L D C 3x4= EXPIRES: 12/31/2017 I 4-10-3 4-10-3 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 0.49 Vert(LL) -0.02 C-D >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.06 C-D >958 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 B n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MR Wind(LL) 0.02 C-D >999 360 Weight 15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-3 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. REACTIONS. (lb/size) D=175/0-5-8,B=121/Mechanical,C=54/Mechanical Max Horz D=80(LC 14) Max Uplift D=-6(LC 14),B=-66(LC 14) Max Gray D=195(LC 2),B=139(LC 2),C=88(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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)D,B. ,KRILL 4, 4\-4C) 0-vWASir 4>, C ��'� .irw ESI lil • Wil ,..• 51398 q`, C+t„ •C/STER� ss'ONAL ,4C" October 25,2017 1 / WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ll Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply HOLMAN COMPANY 173010 SJC01 Jack-Open 1 1 K3841449 Job Reference(optional) Trus Way,Inc., Vancouver,WA 98668 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 24 16:36:30 2017 Page 1 4 ID:AZpeRWlnv_xdcu2WcJaPCAyZNgg-Luy3JcwQpWg?4b1yjBMLq_xxrWYQEgWTdei31LyQ8gV I 2-10-3 I 2-10-3 4.00 I B - Scale=1:14.3 2x4 II A • d ,R OFF<°?‘ C �• SS� Nj r \� R � 2N � 4.c. 1- 89200PE r 17, ,OREGON A.41.1'-44. c /O x9 y 14,2 \ P+ ♦ MFRRI0\- � D 2x4 I I EXPIRES: 12/31/2017 1 2-10-3 I 2-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/deft Ud PLATES GRIP S (roof) 25.0 Plate Grip Vert(LL)1.15 TC 0.23 Vert LL) -0.00 C-D >999 240 MT20 220/195 Snow now(Pf/Pg) 20.8/30.0 TCDL 7,0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 C-D >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 B n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-MR Wind(LL) 0.00 C-D >999 360 Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-3 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. REACTIONS. (lb/size) D=100/0-5-8,8=70/Mechanical,C=30/Mechanical Max Horz D=58(LC 14) Max Uplift D=-1(LC 10),B=-42(LC 14) Max Gray D=111(LC 2),B=80(LC 2),C=50(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;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 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)D,B. .$KRILL A ,al 04 WAS 7J � ::,. R 51398 wt AL- 16,, Grsm �° IONAL V 0 October 25,2017 P AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. NM MI Not Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Symbols Numbering System A General Safety PLATE LOCATION AND ORIENTATION Notes 3/4" Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Dimensions are in ft-in-sixteenths. Damage or Personal Injury 11� Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. "/16 C1-2 c2-3 2. Truss bracing must be designed by an engineer.For 0 wide truss spacing,individual lateral braces themselves IllirlElff may require bracing,or alternative Tor I 1161\1111,141 bracing should be considered. I-� )itl. 3. Never exceed the design loading shown and never 0stackmaterialsci inadequatelybraced trusses.O 4. Provide co ies of this truss design to the building For 4 x 2 orientation,locate P 9 plates 0- 'lid'from outside BOTTOM CHORDS H designer,erection supervisor,property owner and 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 Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/WI 1. software or upon request. NUMBERS/LETTERS. 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 ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 10.Camber is a non-structural consideration and is the to slots.Second dimension is responsibility of truss fabricator.General practice is to 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 LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Trusses are designedplanein all respects,equal to or better than that �4i� Indicated by symbol shown and/or for wind loads in the of the specified. by text in the bracing section of the truss unless otherwise shown. output. Use T or I bracing 13.Top chords must be sheathed or purlins provided at if indicated. Lumber design values are in accordance with ANSI/TPI 1 spacing indicated on design. 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING established by others. or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. II Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■�� reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. EMI Mill ii.-=-4 mit 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component act Practice SafetyrInformation, Iii i1 eGuide to Good for Handling, k e20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. ' Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015