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Plans (2) I 7 2ois _co<98 mtt 4282/ 614 132""3 4v MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 18917_STONERIDG E-PAR-2 STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 RECEIVED JUL 3 2018 CITY OF TIGARD BUILDING DIVISION The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2278152 thru K2278224 My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. pk- S���NG O 9 `s�0 'L 441 89200PE r 4/OREGON ts �lV� RY 14,Zp� Q�- MFR August 15,2016 Baxter,David IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s)identified and that the designs comply with ANSI/TPI 1.These designs are based upon parameters shown(e.g.,loads, supports,dimensions,shapes and design codes),which were given to MiTek.Any project specific information included is for MiTek's customer's file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job • Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278152 18917_STONERIDGE-PAR-1'A01 CALIFORNIA GIRDER 2 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:35 2016 Page 1 ID:Cc7ZFubPPxxN UYzLFC5S3Nyn20g-53L3aH DLOnRHXCvx7E8iVYHBiumQvw7dlQY8s2ynXls -2-0-0 I 2-11-14 i 5-2-0 11-1 11.6-5 _ I 17-11-11 23-6-5 204-0 26-6-2 1 29-6-0 1 31-6-0 I 2-0-0 2-11-14 2-2-2 9-1 5-6-10 6-5-6 5-6-10 0-9-11 2-2-2 2-11-14 2-0-0 Scale=1:56.9 4.00 12 5x8 M18SHS 5x8 M18SHS 4x8= 4x8= 5x8 MiBSHS= 4 C5 l lm 5 ll lM l� 8 1� rw r7 5z8 M185HS 10x10 = 3 8 12 2 ` 10x19= m 1 10F N ri 15 14 19 13 20 12 11 8x12 = 8x12M18SHS = 8x12= 5-2-0 114-9-0 _ _ + 24-4-0 I 29-6-0 5-2-0 8-7-0 _._ 9-7-0 5-2-0 Plate Offsets(X Yl-- 12:Edge.0-5-01.f8:0-0-0.0-0-0],[9:Edge.05-01.113:0-6-0 0-5-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.52 13 >673 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(CT) -1.05 12-13 >333 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina NO WB 0.92 Horz(CT) 0.21 11 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:175 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins, except 4-7:2X6 DF SS G end verticals,and 2-0-0 oc purlins(2-3-10 max.):4-7. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. WEBS 2X4 DF Std G"Except* WEBS 1 Row at midpt 5-14,6-12 2-15,9-11:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=2451/0-5-8,15=2451/0.5-8 Max Horz 15=-22(LC 7) Max Uplift 11=-848(LC 7),15=-848(LC 6) Max Gray 11=2562(LC 28),15=2562(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-680/201,3-4=-5325/1504,4-16=-5089/1453,5-16=-5098/1452,5-17=-9074/2384, 6-17=-9074/2384,6-18=-5098/1452,7-18=-5089/1453,7-8=-5325/1504,8-9=-680/201, 2-15=-608/255,9-11=-609/255 BOT CHORD 14-15=-1111/4012,14-19=-2491/8824,13-19=-2491/8824,13-20=-2480/8824, 12-20=-2480/8824,11-12=-1090/4014 WEBS 4-14=-21/826,5-14=-3954/1208,5-13=0/507,6-13=0/507,6-12=-3954/1207, 7-12=-20/826,3-14=-323/1309,8-12=-323/1308,3-15=3979/1208,8-11=-3980/1208 NOTES-)Wnd ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.opsf;h=2511;Cat.II;Exp B;enclosed;MWFRS CC-' , ,F3OFFS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 \.. �y.0I NEF9 wo 2)TCLL:ASCE 7-10;Pf=25.0 psf(Flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 "V .0,.9 3)Unbalanced snow loads have been considered for this design. Q- z 92•OP f 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water pending. /� - . 6)All plates are MT20 plates unless otherwise indicated. �� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 9G 4i OREGON <x A fit between the bottom chord and any other members. /6 'I T 4,2C)1 P} 9)A plate rating reduction of 20%has been applied for the green lumber members. MF ej 10)Two RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)11 and 15.This connection is for R R L uplift only and does not consider lateral forces. 11)Girder carries hip end with 6-0-0 end setback. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 1 2/31/201 7 131 Continued is Ipagen,representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2016 1 I A WARNING-Vt sedesign parameters and READ NOTES design b AND INCLUDED parameters REFERENCE PAGE AM-7/79 rev.uol 015 BEFORE USE. �- Design valid for use only with Wed/connectors.This is based only upon shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appicobility of design parameters and properly incorporate this design into 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 OuaMy Criteria,DSI-89 end BCSI Building Component 250 IOug C8cle Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 3I2,Alexandria,VA 22314. Corona,CA 92880 Job ` Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278152 16917_STONERIDGE-PAR-:A01 CALIFORNIA GIRDER 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 18:15:35 2016 Page 2 ID:Cc7ZFubPProcN t1YzLFC5S3NynZ0g-53L3a HDLOnRHXCvx7E8iVYHBiumQvw7dIQY8s2ynXIs NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 186 lb up at 24-4-0,and 400 lb down and 166 lb up at 5-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-7=-121,7-9=-64,9-10=-64,11-15=-38(F=-18) Concentrated Loads(lb) Vert:4=-288 7=288 A WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE M67473 rev.10/0.312016 BEFORE USE. Design valid for use only with MirekiB connectors.This design is based only upon parameters shown.and is for on individual building component,not la" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TP11 Qualify Crileda,D5B•B9 and BCSI Bolding Component 250 KIu9 Circle Solely Inlormallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92800 Job ` Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278153 1e917_STONERIDGE-PAR-2A02 CALIFORNIA 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:37 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3Nyn20g-1 RSp?zEbvOh7mW3KEeAAbzMeJiYANsgwCk1 FwxynXlq -2-0-0 +—__.__3$,_ 7-5-0 7-11-11 12-2-5 17-0-11 71-85 22-1-) 75-9-13 1 79-6-0 I 31-6-0 i 2-0-0 3-8-3 3-8-13 0611 4-2-10 5-1-6 4-2-10 0611 3-8-13 3-8-3 2-0-0 Scale=1:56.9 4x6 4.00 12 3x4 = 3x4= 4x6 4 xj 19 ri 20 5 45t1 22 r,1 23 D.fl 6 25 1.i 28 5a 4x8 4x6 zla 317 a 28 3z4 a 3z41118 29 rh 2 8 h '71 10r7 a d 15 14 13 12 11 6x6= 3x8= 5x8 = 3x8 = 6x6= I 7-5-0 _-- 1--- 14-9-0 22-1-0 2960 I 7-5-0 7-4-0 7-4-0 7-5-0 Plate Offsets(X,Y)- I13:04-0.0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.27 13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.52 12-13 >669 180 TCDL 7.0 Rep Stress Ina- YES WB 0.78 Horz(CT) 0.15 11 n/a n/a BCLL 0.0 " Code IBC2015/TPI2014 (Matrix-S) Weight:143 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(3-1-3 max.):4-7. WEBS 2X4 DF Std G Except BOT CHORD Rigid ceiling directly applied. 2-15,9-11:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=1503/0-5-8,11=1503/0-5-8 Max Horz 15=-34(LC 15) Max Uplift15=-491(LC 10),11=-491(LC 11) Max Gray 15=1909(LC 33),11=1909(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-272136,16-17=-268/37,3-17=-258/44,34=-3062/779,4-18=-2863/763, 18-19=-2867/764,19-20=-2869/765,5-20=-2871/765,5-21=-3828/989,21-22=-3828/989, 22-23=-3828/989,23-24=-3828/989,8-24=-3828/989,6-25=-2871/765,25.26=2869/765, 26-27=-2867/764,7-27=-2863/763,7-8=-3062/779,8-28=-258/44,28-29=-268/37, 9-29=-272/36,2-15=-529/214,9-11=-529/214 BOT CHORD 14-15=-660/2587,13-14=-951/3766,12-13=-921/3766,11-12=-627/2587 WEBS 3-14=-212/477,4-14=-83/576,5-14=-1154/400,6-12=-1154/400,7-12=-83/576, 8-12=-212/477,3-15=-2737/738,8-11=-2737/738 NOTES-)Wind ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf:h=25ft;Cat.II;Exp B;enclosed;MWFRS ���ED PROFFS�, (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 75-0,Exterior(2)7-5-0 to 26-3-15,Interior(1)26-3-15 �GJ t. NEFR /p to 31-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ,� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4-G' 89200PE '9f 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;CI=1.1 3)Unbalanced snow loads have been considered for this design. I / 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads. ea 5)Provide adequate drainage to prevent water ponding. Q y OREGON tv 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L/ 4 ,\p. 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 will 0 q). 14 2-ON Q}fit between the bottom chord and any other members. /yE Qj 8)A plate rating reduction of 20%has been applied for the green lumber members. R R I L 9)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)15 and 11.This connection is for uplift only and does not consider lateral forces. 10)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and'A°gypsum EXPIRES: 12/31/2017 Continued on page applied directly to the bottom chord. August 15,2016 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE(REFERENCE PAGE M5-7473 rev.101031015 BEFORE USE. Design valid for use only with M9ek®connectors.This designs based only upon parameters shown,and is for on individual building component,not NI" o truss system.Before use,the building designer must verify the appicobility of design parameters and properly incorporate this design into 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,958-89 and SCSI Bultdirg Component 250 Klug Circle I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278153 18917_STONERIDGE-PAR-2 A02 CALIFORNIA 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:37 2016 Page 2 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-1 RSp?zEbvOh7mW3KEeAAbzMeJiYANsgwCk1 FwxynXlq NOTES- 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 188 lb up at 7-11-12,108 lb down and 133 lb up at 10-0-12,116 lb down and 138 lb up at 12-0-12,97 lb down and 138 lb up at 14-0-12,97 lb down and 138 lb up at 15-5-4,116 lb down and 138 lb up at 17-5-4,and 108 lb down and 133 lb up at 19-5-4,and 125 lb down and 188 lb up at 21-6-4 on lop chord. The design/selection of such connection device(s)is the responsibility of others. • LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,24=-64,4-7=-64,7-9=-64,9-10=-64,11-15=-20 Concentrated Loads(lb) Vert:5=46 6=46 18=-26 19=41 22=-27 23=-27 26=41 27=-26 1 I A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M8.7473 rev.10/03/2015 BEFORE USE • Design valid for use only with Mirek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a true system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing MiTe k' is always required for stability and to prevent collapse with passible 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,D511-09 and SCSI Building Component 250 bug Circle Safety Information avalable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandra,VA 22314. Corona,CA 92880 Job ` Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278154 16917_STONERIDGE-PAR-7 A03 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:39 2016 Page 1 I D:Cc7ZFubP PxxN UYzLFC5S3NynZ0g-_gaaPeGsROxj0gDiM3CegOSvh W Bgrj uDg2WM?pynXIo 1 -2-0-0 i 3-8-3 7-5-0 1 9-11-11 1 17-7-5 1 17-3-11 1 19-6-5 1 22-1-0 1 25-9-13 1 29-6-0 1 31-8-0 2-0-0 3-8-3 3-0-13 2-6-11 2-2-10 5-1-6 2-2-10 2-6-11 3-8-13 3-8-3 2-0-0 Scale=1:57.3 4.00 12 4x8 5 9 4x8 a 4 3x4= 3x4 = ri co 00 00 ISa ISd 5x8 20 ` I - ` s= 28 5x8 axa II 3 Ill axa 17 13 18 2 19 — 30 11 .00 J 40 31 12 il Ba 15 i 17 16 14 13 5x8 M18SHS= 3x8= 8x12 M18SHS= 3r8 = 5x8 M18SHS= 7-5-0 14-9-0 I 22-1-0 29-6-0 I 7-5-0 7-4-0 7-4-0 7-5-0 Plate Offsets(X.Y1- F2:0-2-0.0-1-121.[11:0-2-0 0-1-121,f 13:Edga,03-01.[17:Edge 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.39 15 >899 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.68 14-15 >529 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina YES WB 1.00 Horz(CT) 0.20 13 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:149 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(2-4-11 max.):4-6. WEBS 2X4 DF Std G`Except* BOT CHORD Rigid ceiling directly applied. 2-17,11-13:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1708/0-5-8,13=1708/0-5-8 Max Horz 17=-50(LC 61) Max Uplift17=-564(LC 10),13=-564(LC 11) Max Gray 17=2365(LC 33),13=2365(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=407/81,3-19=-383/89,3-20=-4236/1409,4-20=-4138/1414,4-21=-4013/1533, 21-22=-4017/1533,6-22=-4018/1532,6-23=-5218/1671,23-24=-5218/1671, 24-25=-5218/1671,25-26=5218/1671,7-26=-5218/1671,7-27=-4018/1532, 27-28=-4017/1533,8-28=-4013/1533,8-29=4138/1414,10-29=-4236/1410, 10-30=-383/89,11-30=-407/82,2-17=-617/291,11-13=-617/291 BOT CHORD 16-17=-996/3372,15-16=-1618/5155,14-15=-1530/5155,13-14=909/3372 WEBS 3-16=402/713,4-16=-122/651,6-16=-1451/547,6-15=-96/287,7-15=-96/287, 7-14=-1451/547,8-14=-121/651,10-14=401/713,3-17=-3503/1089,10-13=-3503/1090 NOTES-W nd ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS fG.EO OFFS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0.0,Interior(1)1-0-0 to 9-11-11,Exterior(2)7-5-0 to 23-9-4,Interior(1)23-9-4 �GJ� vp1G[N E.cg `r/p to 31-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for ,,CO. �"9 @ reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �200PE 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 8 f 3)Unbalanced snow loads have been considered for this design. / 4)This truss has been designed for greater of min roof live load of 20.0 pat or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. won CC 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. -yL OREGON A �� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /Q -1y 1 4,2p1 Q� 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will /� - Qo fit between the bottom chord and any other members. R R I L 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT al jt(s)17 and 13.This connection is for uplift only and does not consider lateral forces. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.16tl3R015 BEFORE USE Design valid for me only with Mlfek®connectors.This design is based only upon parameters shown,and is foran individual building component.not �� a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall binding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Duality 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 STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278154 18917_STONERIDGE-PAR-1A03 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:40 2016 Page 2 I D:Cc7ZFubPPI(xNUYzLFC5S3NynZ0g-S08yd_HUCJ3adzovwnjtCc_4QvWvaA8MuiFvXGynXln NOTES- 11)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and Yx"gypsum sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down and 188 lb up at 9-11-12,114 lb down and 133 lb up at 12-0-12,123 lb down and 138 lb up al 14-0-12,123 lb down and 138 lb up at 15-5-4,and 114 lb down and 133 lb up at 17-5-4,and 180 lb down and 188 lb up at 19-8-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-5=-64,4-8=-64,8-9=-64,8-11=-64,11-12=-64,13-17=-20 Concentrated Loads(lb) Vert:6=-46 7=-46 21=-81 24=-53 25=-53 28—81 A WARNING•Madly design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGEMII.7473 rev.10'a32015 BEFORE USE. hut Design valid for use only with MTek®connectors,This design is based only upon parameters shown,and is for on individual building component,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. 'a always required for stability and to prevent collapse 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,DEB-B9 and BCSI Bulking Component 250 Klug Circle Solely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORO 221 K2278155 14917 stoneridge-par-2 AO3A CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 7.640 a Nov 102015 MiTek Industries,Inc. Mon Aug 15 16:08:53 20113 Page 1 ID:Cc7ZFubPP)aNUYzLFC5S3NynZ0g-XeJoTK7QF8reez9v8fahsBkkS1 HpCGIL7zDM5hyr Wzu -2-0-0 3-8-3 7-5-0 9-11-11 12-2-5 17-3-11 19-6-5 22-1-0 25-9-13 29-6-0 2-0-0 3-8-3 3-8-13 2-0-11 2-2-10 5-1-6 2-2-10 2-6-11 3-8-13 3-8-3 Scale=1:54.5 4.00 12 4x8 5 9 4x8 4 3x4= 3x4= 19 1 71 5z 28 5x8 % 4*. Sx8 3 1028 12x20 % 12x20 of. OW py 2 1718 11 rS 9.1� sn _ 16 15 +4 s Id 13 12 3xB= 8x12 M18SHS= 3x8= I 7-5-0 I 14-9-0 I 22-1-0 29-6-0 7-5-0 7-4-0 ._ 74-0 7-5-0 _ Plate Offsets(X,Y)- 12:0-0-13,0-8-91,111:Edge,0-8-91 TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CM. DEFL. in (roc) I/dell Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.39 14 >891 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.67 13-14 >524 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress InaYES WB 0.99 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(2-4-2 max.):4-8. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied. 2-16,11-12:2X4 DF No.1&Btr G WEBS 1 Row at midpt 3-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1713/0-5-8,12=1565/0-5-8 Max Horz 18=64(LC 18) Max Uplift16=-565(LC 10),12=-450(LC 11) Max Gray 16=2373(LC 33),12=2139(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=405/83,17-18=393/83,3-1879/90,3-19=-255/1413,4-19=-4157/1417, 4-20=4031/1536,20-21=4035/1536,6-21=-4036/1535,6-22=-5256/1706, 22-23=5256/1706,23-24=-5256/1706,24-25=-5256/1706,7-25=-5256/1706, 7-28=4072/1582,26-27=4071/1582,8-27=-4067/1583,8-28=-4197/1469, 10-28=4295/1464,10-29=-455/160,11-29=-551/159,2-16=-618/292,11-12=405/167 BOT CHORD 15-16=-1019/3387,14-15=-1644/5187,13-14=-1618/5200,12-13=-1068/3498 WEBS 3-15=402/718,4-15=-127/655,6-15=1460/561,6-14=-87/294,7-14=-103/279, 7-13=-1441/545,8-13=-127/658,10-13=-329/633,3-16=-3518/1091,10-12171/1081 NOTES- Io PROFF1)Wind:ASCE 7.10;Vult=140mph(3-second gust)Vasd=111mph;TCDL4.2ps1;BCDL6.Opsf;h25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)-2.0.0 to 1 ,Interior(1)1-0-0 to 9-11-11,Exterior(2)7-5-0 to 23-94,Interior(1)23-9-4to 29-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for89200P E reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 r. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 /� 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf an overhangs �- • • l/P non-concurrent with other live loads. - �C- 5)Provide adequate drainage to prevent water ponding. 7 OREGON 6)All plates are MT20 plates unless otherwise indicated. 4< "'7,Qr 2°�` 1'� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p I 14 �P 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will MFR R I�-, fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16.This connection is for uplift only EXPIRES: 12/31/2017 and does not consider lateral forces. August 15,2016 Continued nn oaae 2 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTeld®connectors.This design is based only upon parameters shown,and is for an individual building component not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info 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 forstabifty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses on al truss systems,see ANSI/TPI1 Quay Criteria,0SB-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 STONERIDGE-CSOKAS PARCEL-2-AASCORD 221 K2276155 14917 stonesidgeyer-2 A03A CAUFORNIA 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 1516:08:53 2016 Page 2 ID:Cc7ZFubPPxxNUYzLFC5S3NynZOg-XeJoTK7QF6reez9v8fahsBkkS1 HpCGIL7zDM5hynWzu NOTES- 11)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12.This connection is for uplift only and does not consider lateral forces. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down and 188 lb up at 9-11-12,114 lb down and 133 lb up at 12-0-12,123 lb down and 138 lb up at 14-0-12,123 lb down and 138 lb up at 15-5-4,and 114 lb down and 133 lb up at 17-54,and 180 lb down and 188 lb up at 19-64 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,24=-64,4-5=-64,4-8=-64,8-9=-64,8-11=-64,12-16=-20 Concentrated Loads(lb) Vert:6=-46 7=-46 20=-81 23=-53 24=-53 27=-81 1 A WARNING-Verily 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 Meek®connectors.This design is based only upon parameters shown,and is for an individual building component,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" s always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Till Qualify Criteria.048-89 and BCSI Building Component 250 Klug Circle Safety Informaton available from Truss Plate Institute,21 B N.Lee Street,Suite 312,Alexandna,VA 22311. Corona,CA 921380 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278158 111917_STONERIDGE-PAR-4 A04 CAUFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:43 2016 Page 1 ID:Cc7ZFubPPIocNUYzLFC5S3NynZ0g-sbg5F0JMVER9URXTbvHagEcbb7eFnhSpagUZBbynXIk I -2-0-0 I 5-8-3 11-5-0 1111111 17-6-5 1-1-p 23.9.13 _.._ 296-0 I 31-6-0 1 2-0-0 5-8-3 5-8-13 06-11 5-6-10 0-6-11 5-6-13 5-8-3 2-0-0 Scale=1:56.9 5x8 = 4x6 4.00 12 19 4 22 �20 21 3x4 % 18 23 3x4 3 6 oq� 2 16 17 24 25 7 d 1 8 ET 15 14 13 12 11 10 9 10x10= 6x8= 3x4 = 3x6 3x8= 8x6= 10x10= I 5-83 I 11-5-0 18-1-0 23-9-13 -I 296-0 I 56-3 5-8-13 6-8-0 5-8-13 5.8-3 Plate Offsets IX,Y1- 14:04-0.0-1-81.19:05-0 0-9-01.[15:0-5-0 0-9-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.14 13-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.33 11-13 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.33 Horz(CT) 0.08 9 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(3-5-4 max.):4-5. WEBS 2X4 DF Std G'Except' BOT CHORD Rigid ceiling directly applied. 2-15,7-9:2X6 DF No.2 G,2-14,7-10:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required crass bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1362/0-5-8,15=1362/0-5-8 Max Horz 15=-59(LC 15) Max Uplift9=-436(LC 11),15=-437(LC 10) Max Grav9=1758(LC 33),15=1760(LC 33) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2782/557,16-17=-2757/557,3-17=-2624/570,3-16=-2373/540,18-19=-2279/543, 4-19=-2219/550,4-20=-2110/550,20-21=-2108/550,5-21=-2107/551,5-22=-2161/541, 22-23=-2222/533,6-23=-2321/529,6-24=-2614/568,24-25=-2747/555,7-25=-2772/555, 2-15=1687/463,7-9=-1685/463 BOT CHORD 13-14=-509/2553,12-13=-415/2168,11-12=415/2168,10-11=459/2543 WEBS 3-13=411/167,4-13=0/303,4-11=-281/182,5-11=0/372,6-11=476/177, 2-14=-501/2362,7-10=494/2344 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL 3.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ,Ep PROpA. (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-6-12,Exterior(2)11-6-12 to 22-3-15,Interior(1) I N R s 22-3-15 to 31-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for �GJ NG CF /0 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C7 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 LC-- 89200 P E 29r 3)Unbalanced snow loads have been considered for this design. / 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs , non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. ti- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. se 'Cr 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 71 4q REGON L�4./ fit between the bottom chord and any other members. ,' )' 1 4 201 P-T• 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9 and 15.This connection is for uplift MFR R 10- only and does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'h"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 1 2/31/2017 11)Graphical P uurlin,representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2016 Continuedon page 1 1 MIME A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNEK REFERENCE PAGE MN-7473 rev.11V03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not our a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info 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(RI1 googly Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Pkite Institute,218 N.Lee Street,Suite 312 Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply I STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 I K2278156 tE917_STONERIDGE-PAR-i A04 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:43 2016 Page 2 ID:Cc7ZFubPPInNUYzLFC5S3NynZog-sbg5F0JMVER9URXTbvHagEcbb7eFnhSpagUZ8bynXIk -- A WARNING•Verily design Ammeters ers end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 73 rev.7d01Mi5 BEFORE USE. 1• Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is foror on an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(17I1 quality Crtterin,DSB-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alezandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty :Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 I K2278157 111917_STONERIDGE-PAR-i A04A CAUFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:44 2016 Page 1 I D:Cc72Fu bPP1ocNUYzLFC5S3NynZ0g-KoOTTMK_GYZ06b5g9dopN S9IYXyBW 7XypKD7g 1 ynXlj -2-0.0 I 5-8-3 I 11-5-0 11111111 17-8-5 18-1-0 23-9-13 I 29-8-0 I 2-0-0 5-8.3 5-8-13 0811 5-6-10 0-6-11 5-8-13 5-8-3 Scale=1:55.2 5x8 Ml8SHS= 4x8 4.00 12 4 19 20 2 23 3x4-.7-- 17 24 3x4 3 8 25 16 26 5x8 7 2 1S ^1 14 13 12 11 10 9 8 10x10 = 5x8 = 354= 4x8= 3x8 = 5x8= 4x4 II 5-8-3 I 11-5-0 18-1-0 23-9-13 1— 29.6-0 I 5-8-3 5-8-13 8-8-0 5-8-13 5-8-0 Plate Offsets(X.Y)— 14:0-3-8.0-1-8].19:0-3-8,0-2-51.113:0-3-8.0-2.81.114:Edge.0-9-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.20 12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.40 10-12 >874 180 M18SHS 220/195 TCDL 7.0 Rep Stress[nor YES WB 0.40 Horz(CT) 0.10 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 BCDL 10 0 (Matrix-S) Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(2-6-11 max.);4-5. WEBS 2X4 DF Std G'Except BOT CHORD Rigid ceiling directly applied. 2-14,7-8:2X6 DF No.2 G,2-13,7-9:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1333/Mechanical,14=1487/0-5-8 Max Horz 14=71(LC 18) Max Uplift8=-345(LC 15),14=-449(LC 10) Max Gray 8=1807(LC 33),14=2054(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-3420/637,15-16=-3395/642,3-16=-3324/650,3-17=-3190/629,4-17=-3105/640, 4-18=-2891/634,18-19=-2868/633,19-20=-2885/633,20-21=-2883/632,21-22=-2883/632, 5-22=-2879/631,5-234-2965/630,23-24=-3040/622,6-24=-3131/616,6-25382/665, 25-26=-3390/657,7-26=-3478/654,2-14=-1977/478,7-8=-1731/371 BOT CHORD 13-14=-108/283,12-13=-621/3153,11-12—538/2961,10-11=-538/2961,9-10=-596/3216, 8-9=-106/461 WEBS 3-13=-318/145,3-12=420/244,4-12=-25/364,4-10=-301/158,5-10=-31/343, 6-10=-496/269,6-9=-302/142,2-134-524/2897,7-9=-498/2780 NOTES- (kE0 PROFF 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ��G L-10�Q(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-6-12,Exterior(2)11-6-12 to 22-3-15,Interior(1) ICJ �r1Gt N�F,9 22-3-15 to 29-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for 14.50' 2 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q 89200 P E 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �. IP/'� 4)This truss has been designed for greater of min roof live load of 20.0 psi or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. _- '�r.. 5)Provide adequate drainage to prevent water ponding. OREGON A 1�4(// 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chow live load nonconcurrent with any other live loads. <O Al: 4 201 Q' T 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will /(,J Qj fit between the bottom chord and any other members. R R 1 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 lb uplift at joint 8. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 t A WARNING-Verify design parameters;end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MneeS connectors.This design is based only upon parameters shown,and is for an individual building component,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/cr 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(RIl Quallly Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely IMomdlon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job , Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278157 18917_STONERIDGE-PAR-2A04A CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:45 2016 Page 2 10:Cc7ZFubPPtocNUYzLFC5S3NynZ0g-o_xrg i Ld 1 shtklgsi KJ2vfiwIwtQFan52zzgCTynXli NOTES- 12)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14.This connection is for uplift only and does not consider lateral forces. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Ys"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)167 lb down and 183 lb up at 11-11-12,118 lb down and 133 lb up at 14-0-12,and 118 lb down and 133 lb up at 15-5-4,and 167 lb down and 183 lb up at 17-6-4 on tap chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-5=-64,5-7=-64,8-14=-20 Concentrated Loads(lb) Vert:18=-68 19=-51 20=-51 22=-68 I yak WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mr1-7473 my.70/0312075 BEFORE USE Design valid for use only with MiTekel connectors.This design is based only upon parameters shown,and is for on individual building component,not o truss system.Before use,the building designer musl verify the applicability of design parameters and properly incorporate this design into the overall buiding design. Bracing indicated a to pevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(fMI Quoit!),Cdterla,DSB-89 and SCSI Boflding Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandno,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278158 1£917_STONERIDGE-PAR-1 A05 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Mon Aug 15 16:15:46 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3Nyr1Z0g-HAVDt2LFo9pjLuF2G 1 gHStEAvKeH_2QFHdiDlvynXl h 13-11-11 15-7-13 -2-0-0 5-8-3 11.5-0 1 13-10-3 ii15-6-5 III 18-1-0 1 23-9-13 29-6-0 1 31-8-0 2-0-0 5-8-3 5-8-13 2.5-3 0-1-8 0-143 2-5-3 5-8-13 5-8-3 2-0-0 1-6-10 Scab=1:56.9 5x8 1\ 1.5x4 I I 9 1.5x4 I I 5 7 10 5x6 4.00(12 4 25 28 11 3x4 24 27 3x4 23 3 12 28 wC. 2 4 2 22 29 13 _1 14 d w d 21 20 19 18 17 16 15 10x10 = 646= 3x4 = 41 3x8= 6x6= 10x10 = I 5-8-3 11-5-0 I 18-1-0 23-9-13 2943-0 I 5-8.3 5-8-13 6-8-0 5-8-13 5-8-3 Plate Offsets()OYI-- (15:04-12.0-9-0] [21'04-12,0-9-01 _ LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.18 19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(CT) -0.38 17-19 >905 180 TCDL 7.0 Rep Stress Ind YES WB 0.37 Horz(CT) 0.09 15 n/a n/a BCLL 0.0 " BCDL 10.0_ Code IBC2015/TPI2014 (Matrix-S) Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(3-8-8 max.):4-11. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied. 2-21,13-15:2X6 DF No.2 G,2-20,13-16:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=1393/0-5-8,21=1393/0-5-8 Max Horz 21=75(LC 14) Max Uplift15=427(LC 11),21=-427(LC 10) Max Gray 15=1948(LC 33),21=1948(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-22=-3176/530,22-23=-3151/542,3-23=-3001/543,3-24=-2919/524,24-25=-2840/527, 4-25=-2761/535,4-6=-2637/576,6-8=-2637/576,8-11=-2633/574,11-26=-2695/526, 26-27>2780/517,12-27=-2861/515,12-28=-2995/542,28-29=-3146/541, 13-29=-3171/529,2-21=-1873/454,13-15=-1873/454 BOT CHORD 20-21=-101/279,19-20=-495/2921,18-19=-417/2707,17-18=417/2707,16-17=434/2914, 15-16=-33/288 WEBS 3-20=-284/137,4-19=0/294,4-17=-342/236,11-17=0/333,12-17=-303/139, 12-16=-282/136,2-20=-468/2666,13-16=-461/2650 1fOTES- )Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25f1;Cal.II;Exp B;enclosed;MWFRS <(',ikEO PRQe . . (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 13-11-11,Exterior(2)13-8-7 to 15-9-9,Interior(1) 5 tNGI N4-4) /b 19-9-4 to 31-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for 4Z 2 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 CC' 89200 P E 9r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 � 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. • •- V— 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. - OREGON tt• 4C(y 7)"This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ti '9]✓ 14 $�\ 'h- fit between the bottom chord and any other members. yy Qjp' 8)A plate rating reduction of 20%has been applied for the green lumber members. 7e R R 10-9)One RT5 USP connectors recommended to canned truss to bearing walls due to UPLIFT at jt(s)15 and 21.This connection is for uplift only and does not consider lateral forces. 10)This ttruss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum EXPIRES: 12/31/2017 Continuedron page lied directly to the bottom chord. August 15,2016 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE M11-7473 rev.10'03/2015 BEFORE USE. Design void for use only with Wok®connectors.This 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.Brocing 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 possble personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Quality Criteria,DS8.89 and SCSI Building Component 250 King 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 STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278158 T8917_STONERIDGE-PAR-:A05 CALIFORNIA 1 1 • Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:46 2016 Page 2 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-HAVDt2LFo9pjLuF2G1gHStEAvKeH 2QFHdiDlvynXlh NOTES- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING•verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIt7473 rev.10413,2015 BEFORE USE. Design cold for use only with Mnek®connectors.This design is based only upon parameters shown,and is for an individual building component,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(RI7 Quality Criteria,DSB-89 and SCSI Building Component 250 Krug Circle Solely Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2MASCORD 221 K2278159 18917_STONERIDGE-PAR-;A05A CALIFORNIA 1 1 I Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:47 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-IN3b5NMtZTxaz2gFglM W74nFHkzYjU2oVHSnHMynXIg 13-11-11 15-7-13 -2-0-0 5-8-3 11-5-0 1 13-10-3 1115$S 11 18-1-0 i 23-9-13 1 29-5-0 I 2-0-0 5-8-3 5-8-13 2-5-3 0-1.8 0-1-8 2-5-3 5-8-13 5-8-3 1-6-10 Scale=1:55.2 _ 1.534 II 1.5x4 I I 8x8 5 7 9 10 4x8 = 4.00 12 4 I I 1 23 rsa 8 24 3x4% 22 25 3x4 3 12 26 4x12 27 5x8 C d 2 21 13 '1 H 1bb �r1 20 19 18 17 16 15 14 3x6 II 5x8= 3x4= 4x8 3x8 = 5x8= 4x4 I I I 5-8-3 1 11-5-0 18-1-0 23.9.13 29-6-0 I 5-8-3 5-8-13 6-8-0 5-8-13 5-8-3 Plate Offsets(X Y1-- [2:0-5-2.0-2-01 f15 0-3-8.0-2-8].[19;0-3-8.0-2-8] _ LOADING(psf) ) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.23 16-18 >999 240 MT20 220/195 TCDL 7-0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.44 16-18 >784 180 BCLL 0.0 * Rep Stress InaYES WB 0.41 Horz(CT) 0.10 14 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matra-S) Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(2-2-0 max.):4-11. WEBS 2X4 DF Std G`Except' BOT CHORD Rigid ceiling directly applied. 2-20,13-14:2X6 DF No.2 G,2-19,13-15:2X4 OF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1389/Mechanical,20=1542/0.5-6 Max Horz 20=69(LC 14) Max Upliftl4=-348(LC 11),20=-467(LC 10) Max Gray 14=1905(LC 33),20=2150(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-3603/615,3-21=-3579/628,3-22=-3501/648,22-23=-3428/649,4-23=-3343/657, 4-6=-3199/697,6-8=-3199/697,8-11=-3187/693,11-24=-3274/651,24-25=3310/642, 12-25=-3440/637,12-26=-3492/663,26-27=-3571/662,13-27=-3666/656,2-20=-2072/493, 13-14=-1828/374 BOT CHORD 19-20=-137/345,18-19=-607/3320,17-18=-560/3280,16-17=-560/3280,15-16=-595/3389, 14-15=-117/510 WEBS 3-19=-333/147,3-18=-258/215,4-18=0/287,4-16=-351/218,11.16=-9/330, 12-16=-348/180,12-15=319/140,2-19=535/3003,13-15=-466/2905 NOTES- 9,0 P R ore 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25fl;Cat.II;Exp B;enclosed;MWFRS <� So (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 13-11-11,Exterior(2)13-8-7 to 15-9-9,Interior(1) N. �NGI N�F9 /0 19-9-4 to 29-3-zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for �� 7i reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Cr' 89200PE �r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 / 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 4111 . r'p _ non-concurrent with other live loads. ' O:- 5)Provide adequate drainage to prevent water ponding. ler Cr 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 21 OREGON Dr 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 will "0 '9Y 1 4 rya'` P} fit between the bottom chord and any other members. VP ' 8)A plate rating reduction of 20%has been applied for the green lumber members. DER R I L\- 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 348 lb uplift at joint 14. 11)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)20.This connection is for uplift only EXPIRES: 12/31/2017 Continued doesopage ot g2nsider lateral forces. August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mir-T473 rev.tremors BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not M� a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overal building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. Fa general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see AN51/TPI1 Qually Crlled°,DSB-B9 and BC51 Building Component I 250 Klug Circle Safely Inlpmc8on available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278159 18917_STONERIDGE-PAR-;A05A ICALIFORNIA 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:47 2016 Page 2 ID:Cc7ZFubPPxxN UYzLFC5S3NynZ0g-I N3b5NMtZTxaz2q Fq I M W?4n FH kzYjU2oVHSn HMynXIg NOTES- 12)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and Y/"gypsum sheetrock be applied directly to the bottom chord. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)193 lb down and 129 lb up at 13-8-7,and 193 lb down and 129 lb up at 15-9-9 on lop chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,4-5=-64,5-7=-114,6-8=-64,9-10=-114,10-11=-64,11-13=-64,14-20=-20 Concentrated Loads(lb) Vert:5=-144 8=-144 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI/-7473 rev.1e/03/2015 BEFORE USE Design valid For use only with MTekrE connectors.This design is based only upon parameters shown,and is for an irdividual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buiding design. Bracing indicated is to pevent buckling of indlvklual truss web and/or chord members only.Additionol temporary and permanent bracing MiTek'B 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 irons systems,see ANSI/fNt Quality Criteria,DSB-89 and SCSI Beading Component 250 Klug Circle Safety InlormatIon available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278160 48917_STONERIDGE-PAR-2A07 COMMON 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:48 2016 Page 1 I D:Cc7ZFubP PxxNUYzLFC5S3NynZ0g-DZd_IjNVKn3RbCPROStIXIJTv81 rSvHYkxBKpoynXlf 1 -2-0-0 1 7-64 14-9-0 21-11-12 29-6-0 1 31-641 2-0-0 7-6-4 7-2-12 7-2-12 7-6-4 2-0-0 Scale=1:55.0 4x8= 4 4.00 12 15 16 4x4 14 17 4x4 C 3 5 2 13 18 6 di 7 �d 11 19 10 20 9 12 8 10xl0= 3x4 = 4x6= 3x4= lOslo= 9-11-3 19-6-13 I 29-8-0 I L. 9-11-3 9-7-11 9-11-3 Plate Offsets(X.Y1- 16:Edge.0-3-0].[12:Edge.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deb Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.26 9-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.57 9-11 >610 180 TCDL 7.0 Rep Stress Ina YES WB 0.54 Horz(CT) 0.10 8 n/a ilia BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 OF Std G*Except* WEBS 1 Row at midpl 3-12,5-8 2-12,6-8:2X6 OF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1362/0-5-8,8=1362/0-5-8 Max Horz 12=80(LC 18) Max Upliftl2=413(LC 10),8=-013(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13-571/123,3-13=-556/140,3-14=-2117/486,14-15=-2041/494,4-15=-2029/503, 4-16=2029/503,16-17=-2041/494,5-17=-2117/486,5-18=-556/140,6-18=-571/123, 2-12=545/273,6-8=-545/272 BOT CHORD 11-12=-502/2113,11-19=-259/1578,10-19=259/1578,10-20=-259/1578,9-20=-259/1578, 8-9=-438/2113 WEBS 4-9=-131/650,5-9=-384/281,4-11=-131/650,3-11=-384/281,3-12=-1825/493, 5-8=-1825/493 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 14-9-0,Exterior(2)14-9-0 to 17-9-0 zone;cantilever �t0 P ROpt left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber (G s L=1.60 2)DOLL ASCE 7-10;Pf-=p 25.01.60 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �� �NG1 NFF9 `�'i02 3)Unbalanced snow loads have been considered for this design. '9200 P E 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .41111 frii [,����p 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 wil �, fit between the bottom chord and any other members,with BCDL=10.Opsf. OREGON �C(/ 7)A plate rating reduction of 20%has been applied for the green lumber members. b 1 8)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12 and 8.This connection is for uplift G/Q 4 4 2�‘ PT only and does not consider lateral forces. i1- - 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum 'Y,FR R tLL sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 August 15,2016 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE orr 3 rev. a but 15 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is ahvoys required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabricotion,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Qeally Crtterta.DSB-89 and BCSI Building Component 250 Klug Circle Safely IrJormollon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314, Corona,CA 92880 Job Truss Truss Type Qty Ply I STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278161 143917_STONERIDGE-PAR-:A08 COMMON 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:49 2016 Page 1 I D:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-h I BM W3O754BIC M_dxAO_4 Vsf3Ye2BMfhzbxtLEynXle I 7-6-4 __+ 14-9-0 121-11-12 29-6-0 - _ - -I 7-6-4 7-2-12 7-2-12 744 Scale=1:51.0 4x6= 3 4.00 12 13 14 4x4% 12 15 4x4 2 4 4x8 11 18 4x6 I I 1 5 ld 10 9 17 8 18 7 8 3x8= 3x4 = 4x8 = 3x4 = 3x8= I 9-11-3 I 19-6-13 I 29-6-0 I 9-11-3 9-7-11 9-11-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.27 7-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.58 7-9 >605 180 TCDL 7.0 Rep Stress Ina YES WB 0.54 Horz(CT) 0.10 6 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 (Matrix-6) Weight:135 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except" WEBS 1 Row at midpt 2-10,4-6 1-10,5-6:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1220/Mechanical,6=1220/0-5-8 Max Horz 10=-66(LC 19) Max Uplift 10=-296(LC 10),6=-296(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-624/140,2-11=-553/151,2-12=-2165/512,12-13-2088/520,3-13=-2078/529, 3-14=-2078/529,14-15=-2088/520,4-15-2165/512,4-16=-553/151,5-16=-624/140, 1-10=-401/171,5-6=-401/171 BOT CHORD 9-10=-554/2173,9-17=-295/1604,8-17=-295/1604,8-18=-295/1604,7-18=-295/1604, 6-7=-517/2173 WEBS 3-7=-143/660,4-7=-393/292,3-9=-143/660,2-9=-393/292,2-10=-1800/457, 43=-1800/457 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.apsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 14-9-0,Exterior(2)14-9-0 to 17-9-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; �&0 PR QFA. Lumber DOL=1.60 plate grip DOL=1.60 �� 0;9 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �C• �-vGl NFFR /p 3)Unbalanced snow loads have been considered for this design. �� 29 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c- 89200 PE f 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,with BCDL=10.0psf. 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. •i Q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 296 lb uplift at joint 10. OREGON ��(/ 4 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6.This connection is for uplift only and Dr does not consider lateral forces. �0 '9Y 14 2.0 -1- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum /y 0.% sheetrock be applied directly to the bottom chord. FR R 10, EXPIRES: 12/31/2017 August 15,2016 1 ..... AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7475 rev.10/03/2015 BEFORE USE. Design valid for use only with M1ek®connectors.This design is based only upon parameters shown.and is for on individual building component,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 1MiTek is always regul-ed for stability and to prevent collapse with possible personal injury end property damage. For general guidance regarding the fabrication,storage,dervery,erection and bracing of trusses and truss systems,see AN51/TH1 Quality Criteria,D58.89 and SCSI Building Component 250 qua Circle Safety Information available from Truss Hate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job Truss Truss Type City Ply ;STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278162 18917_STONERIDGE-PAR-2A09 COMMON 5 1 ',Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:50 2016 Page 1 I D:Cc7ZFubP PxxNUYzLFC553NynZOg-9xlkjP PIsOJ9gWZgVlvDcjPqcx_Gwp5rBFgRuhynXld 7-6-4 I 14-9-0 71-11-12 79-0-8 I 7-6-4 7-2-12 7-2-12 7-0-12 Scale=1:50.2 4x6= 3 1 4.00 12 13 14 4x4 % 12 15 4x4 2 4 16 4%6 11 4x6 I I 5 W 1 10 9 17 8 18 7 6 3x8= 3x4= 4x6= 3x4= 3x8— I 9-11-3 I 19-e-13 79-0-5 I 9-11-3 9-7-11 9-5-11 LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.26 7-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.57 7-9 >605 180 TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.10 6 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:133 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 2-10,4-6 1-10,5-6:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1201/Mechanical,6=1201/Mechanical Max Horz 10=66(LC 18) Max Uplift 10=-293(LC 10),6=-290(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-619/140,2-11=-548/151,2-12=-2116/503,12-13=-2039/512,3-13=-2029/520, 3-14=-1974/503,14-15=-1985/494,4-15=-2062/486,4-16=-399/118,5-16=-465/107, 1-10=-399/171,5-6=334/153 BOT CHORD 9-10=-547/2130,9-17=-294/1554,8-17=-294/1554,8-18=-294/1554,7-18=-294/1554, 6-7=489/2036 WEBS 3-7=-126/591,4-7=-331/272,3-9=-142/662,2-9=-393/293,2-10=-1757/449, 4-6=-1829/463 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 14-9-0,Exterior(2)14-9-0 to 17-9-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Fst PRQFF Lumber DOL=1.60 plate grip DOL=1.60 ti rs 3)Unbalanced snow loads have2)TCLL:ASCE 7-10;Pf=25.0 sf been considered fot roof snow); r this designory II; xp B;Partially Exp.;Ct=1.1 ��� �NGINEFR s/p�9 4)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 89200 P E 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,with BCDL=10.0psf. 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. O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 293 lb uplift at joint 10 and 290 lb uplift at OREGON !(/ joint 6. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum La/O All'All' 14 'a°,, 4A, sheetrock be applied directly to the bottom chord. vP MRR11-�- EXPIRES: 12/31/2017 August 15,2016 . A WARNING•Verfrydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.101032015 BEFORE USE. Design valid for use onlywith Meek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 tobrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/T►I1 googly Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Salety Informallon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job • Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278163 18917_STONERIDGE-PAR-2A10 COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:50 2016 Page 1 I D:Cc7ZFubPPxxN UYzLFC5S3NynZ0g-9xIkjPPIsOJ9q WZgVtvDcjPpzx_IwpsrBFgRuhynXld I 7-0-0_ _._ 14-9-0 21-11-12 29-6-0 31-6-0 7-6-4 7-2-12 7-2-12 7-6-4 2-0-0 Scale=1:53,4 4x6= 3 4.00 12 14 15 4x4% 13 i6 4x4 2 4 12 10z10 = 10z10= 1 17 5 6 r7 10 18 9 19 8 11 7 3x4= 4x8= 3x4 = I 9-11-3 I 19-5-13 I 29-6-0 i 9-11-3 9-7-11 9-11-3 Plate Offsets(X Y1— f1:Edge.0-2-12].[5:Edge.0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.26 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.57 8-10 >608 180 TCDL 7.0 Rep Stress lncr YES WB 0.54 Horz(CT) 0.10 7 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G"Except* WEBS 1 Row at midpt 2-11,4-7 1-11,5-7:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1214/Mechanical,7=1368/0-5-8 Max Horz 11=-94(LC 19) Max Uplift11=-295(LC 10),7=-414(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-623/140,2-12=-552/151,2-13=-2151/509,13-14=-2074/518,3-14=-2064/526, 3-15=-2043/506,15-16=-2055/497,4-16=-2131/489,4-17=-556/140,5-17=-572/123, 1-11=401/171,5-7=-545272 BOT CHORD 10-11=-5332160,10-18=-268/1591,9-18=-268/1591,9-19=-268/1591,8-19=-268/1591, 7-8=-4412126 WEBS 3-8=-132/1333,4-6=-368281,3-1D=-143/677,2-10=409/292,2-11=-1800/454, 4-7=-1809/497 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 14-9-0,Exterior(2)14-9-0 to 17-9-0 zone; �c,9 P R QFF 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 �CDS NG 1 N 6F 'o 2)TCLL:ASCE 7-10;P(=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,C7 �' "4 ifj-57 3)Unbalanced snow loads have been considered for this design. (Z" 89200 P E 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrentis truss hswith other esig live lfor a 1 ,i 5)This truss has been designed fora 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 wil �. fit between the bottom chord and any other members,with BCDL=tO.Opsf. (Z." OREGON 7)A plate rating reduction of 20%has been applied for the green lumber members. -yL/ 4 �b A. 8)Refer to girder(s)for truss to truss connections. )- , I. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 lb uplift at joint 11. Q M 14'20'es 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only FR R)L4 and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. EXPIRES' 12/31/2017 August 15,2016 1 r rr. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE A10.7473 row.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 applicablity of design parameters and properly incorporate this design into 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 ANSIpell Qualfy Criteria,D58-89 and SCSI Building Component 250 Klug Circe Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278165 'i8917_STONERIDGE-PAR—S BG California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:53 2016 Page 1 ID:Cc7ZFubPPxxNUY2LFC5S3NynZOg-ZWQILRReSJikhzHOA05wEL1 FD9uF760HuDv5U0ynXla 2-6-11 1 4-11-0 15-10-3 I 8-3-14 I 11-8-2 i 14-1-13 115-1-0 1 17-5-5 20-0-0 I 2-6-11 2-4-5 0-11-3 2511 3-4-3 2-5-11 0-11-3 2-4-5 2-6-11 Scale=1:36.2 4,00 72 7x16% 4x6= 5x8 = 8x12M18SHS 4 e 3 25 26 27 28 29 5x8% 4x12 2 / 0 9 A r`N 1 10 Q N B 6 6 oe--1 9 ,` tee c 31 16 32 15 33 16 34 13 35 38 12 37 11 38 3x8 11 JL28 JL28= JL29 6x6= JL28 3x8 I. Special 10x10 = 3x6 I I 10x10 11 JIJS28 8x12 M18SHS 11 JL28 JL28 JL28 Special Special Special Special Special I 2-6-11 i 4-11-0 8-3-14 11-8-2 I 15-1-0 1 17-5-5 20-0-0 I 2-6-11 2-4-5 3-4-14 3-4-3 3-4-14 2-4-5 2-6-11 Plate Offsets(X Yl- 12'0-4-0.0-2-0].[9:0-6-0.0-1-121.[10'0-7-4,Edgel f12:0-5-0 0-6-01.f13:0-5-8 0-1-8] f14:0-2-8 0-4-81[151)-0-0.0-5-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 I Vert(LL) -0.29 13-14 >832 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.61 13-14 >392 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.09 10 n/a n/a BCLL 0.0 ' ( ) �GDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight;265 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Blr G'Except* TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins,except 3-7:2X6 DF No.2 G 2-0-0 oc purlins(2-9-5 max.):3-7. BOT CHORD 2X8 DF SS G BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. WEBS 2X4 OF Std G'Except' 3-15,7-12:2X4 DF No.18Btr G SLIDER Left 2x4 DF No.1&Btr-G 2-6-12,Right 2x4 DF No.18Btr-G 2-6-12 REACTIONS. (lb/size) 1=6955/0-5-8,10=8330/0-5-8 Max Horz 1=38(LC 51) Max Upliftl=-1832(LC 6),10=-2035(LC 7) Max Gray 1=7083(LC 28),10=8453(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-6006/1571,2-3=-14562/3804,3-25=-13860/3648,25-26=-13865/3648, 5-26=-13867/3648,5-27=-19222/4995,27-28=19222/4995,6-28=-19222/4995, 6-29=-15983/4058,29-30=-15981/4058,7-3 0=1 597 5/4 0 5 7,7-9=-16783/4234, 9-10=-7167/1745 BOT CHORD 131=-2867/10988,16-31=-2867/10988,16-32=-2897/11094,15-32=-2897/11094, 1 5-3 3=4936/1 9222,14-33=-4936/19222,14-34=-5287/20586,13-34=5287/20586, 13-35=-5287/20586,35-36=-5287/20586,12-36=-5287/20586,12-37=3200/13156, 11-37=-3200/13156,11-38=-3167/13066,10-38=-3167/13066 WEBS 2-16=-1501/419,2-15=-838/3333,3-15=1107/4483,5-15=-6259/1599,5-14=-660/2670, o PROF 9-11=-1286/463 6-13=-765/2920,8-1 2=338311 51 5,7-12=-1121/4947,9-12=-955/3359, ��5,`�� GI NEF�s/02 NOTES- 44 1)n/a Q 89200PE -9� 2)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-3 rows staggered at 0-5-0 oc. a /thie - Webs connected as follows:2x4-1 row at 0-9-0 oc. • Ce 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply Y OREGON 40, connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. G/o�9y 14 2,0Ntls �� 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf,h=25ft;Cat.II;Exp B;enclosed;MWFRS �I- 0Q- (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 MFR R i 0- 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 6)Unbalanced snow loads have been considered for this design. 7)Provide adequate drainage to prevent water ponding. EXPIRES: 12/31/2017 8)All plates are MT20 plates unless otherwise indicated. Continued on page 2 August 15,2016 A WARNING-Vnlfy design penumbra end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MS-7473 row.10032015 BEFORE USE. Design valid for use only with MTekw connectors.This design Is based only upon paameters shown,and is for on individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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' u always required for stabiily and to prevent collapse 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 Solely Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278185 16917_STONERIDGE-PAR-2BG California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:53 2016 Page 2 ID:Cc7ZFubPPIarNUyzLFC5S3NynZ0g-ZWQtLRRe8JikhzHOAOSwEL1 FD9uF76QHuDv5U0ynXla NOTES- 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 10.This connection is for uplift only and does not consider lateral forces. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use USP JL28(With 10d nails into Girder&NASD nails into Truss)or equivalent at 12-0-12 from the left end to connect truss(es)to front face of bottom chord. 16)Use USP JL28(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 10-0-12 to connect truss(es)to back face of bottom chord. 17)Use LISP JUS28(With 10d nails into Girder&10d nails into Truss)or equivalent at 14-0-12 from the left end to connect truss(es)to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. 19)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)157 lb down and 104 lb up at 13-11-4,and 208 lb down and 135 lb up at 15-1-0 on top chord,and 1885 lb down and 368 lb up at 15-114,57 lb down at 15-11-4,and 1787 lb down and 365 lb up at 17-11-4,and 47 lb down at 17-11-4 on bottom chord- The design/selection of such connection devices)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,3-7=-64,7-8=-64,7-10=-64,17-21=-20 Concentrated Loads(lb) Vert:7=-158 14=-1181(B)30=-122 31—1181(B)32=-1181(B)33=-1181(B)34=-1181(B)35=-2348(F—1148,8=-1200)36=-1234(F=40,B=-1194)37=-1913(F=-28, 8=-1885)38=-1807(F=-19,8=-1787) A WARNING•Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1NO3R015 BEFORE USE. Design yard for use only with MiTek®connectors.This design Is based only upon parameters shown.and is for an individual building component,note 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� 4 always required for stability and to prevent collapse with possible pe-sonal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and SCSI Bedding Component 250 Klug Circle Safely Information ovoioble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 18917_STONERIDGE-PAR-2BG-1 MONO TRUSS 1 1 K2278166 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:54 2016 Page 1 ID:Cc7ZFubPPsa NUYzLFC5S3NynZ0g-2j_FZnSGvdgbJ7sbkj_9nZZZbZNZsfjQ6tee1 SynXIZ 1 2-6-12 5-9-0 I 7.10.3 I 2-8-12 3-2-4 2-1-3 Scale=1:22.9 4 iI100 .0 1.5x4 II IN .111111 11111!,J I I -. I� 7 12 e 3x8 I JL26 4x8 II JL28 4x8 -5 JL24 Do not damage plates 2-8-12 5-9-0 I 2-6-12 3-2-4 Plate Offsets(X Y1- f 1:0-3-0 0-2-71.F2.0-4-0 0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.02 6-7 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.35 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-M) Weight:37 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except BOT CHORD 2X6 DF No.2 G end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 DF No.2-G 2-7-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1134/0-5-8,6=1117/Mechanical Max Horz 1=136(LC 7) Max Uplift 1=-280(LC 6),6=-370(LC 10) Max Gray 1=1134(LC 1),6=1169(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-748/214,3-6=-374/192 BOT CHORD 1-7=-268/976,7-12=-256/920,6-12=-256/920 WEBS 2-7=-189/802,2-6=-1039/307 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL 6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times Flat roof load of 25.0 psf on overhangs ����Q P RQF�Css 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. sCj �NGI NEF9 /o 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 �� 1- fit between the bottom chord and any other members. 89200 P E r 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=370. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and does not consider lateral forces. �/ �, A OREGON �C(/Q 11)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4-12)Use USP JL26(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 0-6-12 from the O Y 14 ryaN P} left end to 4-6-12 to connect truss(es)to back face of bottom chord. A- 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-7-0 from the left end to connect truss(es)to back MER R% - - face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12/31/2017 rL49AF1'e51St(§'eandard August 15,2016 I -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERENCE RAGEMII.7473 rev.10,03/2015 BEFORE USE. Design valid for use only with Meek®connectors.This design is based only upon parameters shown,and is for an individual building component.nob �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 stabiity and to prevent collapse 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/Rlt Quality CrBeria,DSB-89 and SCSI Building Component 250 Klug Circle Solely(formation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type i6917_STONERIDGE-PAR- BG-1 MONO TRUSS �Ty Ply 1 Job Re eReDG�EC�SoKAS PARCEL-2-MASCORD 221 K2278166 nal) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:54 2016 Page 2 ID:Cc7ZFubPPxxNUYzLFC5S3NynZOg-2j_FZnSGvdgbJ7sbkj_9nZZZbZNZsfjQ6tee1 SynXIZ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:5-8=-20,1-3=-64,3-4=-64 Concentrated Loads(lb) Vert:7=-451(B)10=-732(B)12=-451(B) WARNING-Verify design parameters and READ NOTES ON 7N/5 AND INCLUDED MITER REFERENCE PAGE 11/1-7I73 rev.16003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required For stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-119 and SCSI Building Component 250 Klug Circle Safety INonnotlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job - Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278168 18917_STONERIDGE-PAR-2C01 CALIFORNIA GIRDER 1 1 ,Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:56 2016 Page 1 ID:Cc7ZFubPP>ocNUYzLFC5S3NynZ0g-_56?_STWRE4JYRBzs80ds_fvIM5_KXV aB715KynXIX I.. -2-0-0 3-5-0 ?-11-111 6-0.0 8-0-5 18-7-0 I 12-0-0 I 2-0-0 3-5-0 0-6-11 2-0-5 2-0-5 0-6-11 3-5-0 Scab=1:24.3 4x4 4x4 4.00 12 3x4= 3 1 4 1 5 3x8 3x8 8 C 2 0 N 11 14 9 15 16 17 8 5x8= 18 7 10 JL24 5x8 - JL24 JL24 JL24 JL24 _ 3xq 11 3x4 II I 3-5-0 6-0-0 8-7-0 __ _ 12-0-0 I 3-5-0 2-7-0 2-7-0 __... 3-5-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.03 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.08 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IBC2015/TP12O14 (Matrix-M) Weight;59 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2X4 DF Std G"Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-10,6-7:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=818/0-5-8,7=647/Mechanical Max Horz 10=34(LC 7) Max Uplift 10=-309(LC 6),7=182(LC 7) Max Gray 10=1023(LC 29),7=752(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1074/257,3-12=-957/250,4-12=-967/251,4-13=-1034/281,5-13=-1025/279, 5-6=-1136/281,2-10=-985/320,6-7=-716/194 BOT CHORD 9-15=-365/1250,15-16=-065/1250,16-17=-365/1250,8-17=-365/1250 WEBS 4-9=-364/178,4-8=-331/161,2-9=-26 311 0 53,6-8=-211/910 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��� p P R OFFS,s non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. ,Gj LNG I N tr FR /O 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,C? 'Z'9 7)*This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will c- $9200 P E r" 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=1b)7=182 -:- •' Or - it 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)10.This connection is for uplift only -9 OREGON and does not consider lateral forces. q ,�bt A,I.- � 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �0 Y. 14,2.O P� 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MF Qj With 14)Use USP JL24( 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the R R 1 1-- left end to 9-11-4 to connect truss(es)to front face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 1 A WARNING-V �� Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mb]/73 rev.10/03/2015 BEFORE USE. Design valid for use only with Meek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 buses and truss systems.see ANSI/T►ll Quality Craerla,DSB-89 and SCSI Bolding Component 250 Klug Circle Safely Intomsalion available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278168 1,8917_STONERIDGE-PAR—:C01 CALIFORNIA GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:56 2016 Page 2 I D:Cc7ZFubPPxxN UYzLFC5S3NynZ0g-_56?_STWRE4JYR0zs8Ods_fvlM5KXYaB715KynXIX NOTES- 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)171 lb down and 104 lb up at 3-11-12,and 124 lb down and 108 lb up al 6-0-0,and 171 lb down and 104 lb up at 8-0-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,3-5=-64,5-6=-64,7-10=-20 Concentrated Loads(lb) Vert:4=-58 12=-122 13=-122 14=-6(F)15=-13(F)16=-13(F)17=-13(F)18=-6(F) A WARNING-Verify doslgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10032015 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 Buss systems,see ANSI/Tell quality Criteria,0311-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandna,VA 22314. Corona CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278169 f8917_STONERIDGE-PAR-2CO2 COMMON 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:56 2016 Page 1 ID:Cc7ZFubPProrN lJYzLFC5S3NynZ0g-_56?_ST W RE4JYROzs80ds_fuAM5yKdUjaB715KynXIX I -2-0-0 8.0-0 12-0-0 2-0-0 6-0-0 6-0-0 Scale=1:23.7 4x4 = 3 4.00 12 10 1 9 12 4x6 II 8 4x8 2 4 d - o a 6 5 7 1.5x4 I 4x4 II 4x4 II 6-0-06-0-0 I -.._ 1f}9�0 -- LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CM. DEFL. in (lac) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.04 6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.11 6 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.08 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X6 DF No.2 G*Except* MiTek recommends that Stabilizers and required cross bracing 3-0:2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=641/0-5-8,5=471/Mechanical Max Horz 7=40(LC 10) Max Uplift7=-241(LC 10),5=-115(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-604/177,8-9=-588/183,9-10=-531/185,3-10=-528/191,3-11=-528/199, 11-12=-536/191,4-12=-597/190,2-7=-549/320,4-5=-384/188 BOT CHORD 6-7=-150/501,5-6=-150/501 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5kE� PR OFF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . S 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 \�� NG1 NEF9 rr/0 fit between the bottom chord and any other members. ,� 29 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200 P E 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)5=115. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT al jt(s)7.This connection is for uplift only and does not consider lateral forces. ce CC 11)This truss design requires that a minimum of 7/16-structural wood sheathing be applied directly to the top chord and W gypsum 1G OREGON �<(/ sheetrock be applied directly to the bottom chord. b. /O qY /42°1de,P+ 49FR R It\-- EXPIRES: 12/31/2017 August 15,2016 A WARNING-Verify design paranrelem end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev-f6TO31015 BEFORE USE. lit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 a to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' u always requied for stability and to prevent collapse 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/Tell Quality Criteria.D56-89 and SCSI Building Component 25010ug Circle Safely Infonnaflsn available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278171 18917_STONERIDGE-PAR- JA01 Jack-Open Girder 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:57 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0gSIgN BoU8CYCAAbbAPrXsOBB6fmTZ35_tortJdnynXlW -7-0-0 1-11-11 1 6-0-0 2-0-0 1-11-11 4-0-5 Scale=1:15.4 3 4.00 12 3x4 I I 6 2 1 n h 1 ti 16 e 4 JL24 JL24 5 3x4 II I 1-11-11 6-0-0 I 1-11-11 4-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.03 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.09 4-5 >788 180 TCDL 7.0 Rep Stress Ina- NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 • BCDL 10.0 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Blr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=301/0.5-8,3=9/0-1-8,4=39/Mechanical Max Horz 5=56(LC 6) Max Uplift5=-169(LC 6),3=31(LC 16) Max Gray 5=303(LC 17),3=48(LC 5),4=92(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL 6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. c1/4tD PR OFF 7)A plate rating reduction of 20%has been applied for the green lumber members. u. 6)Refer to girder(s)for truss to truss connections. �C3 �9AG(NEts s// 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. ,C7 2-9 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 3.This connection is for uplift Q $9200 P E T only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / /� 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the . �, left end to 4-0-12 to connect truss(es)to back face of bottom chord. -y OR EGON �<4/ 14)Fill all nail holes where hanger is in contact with lumber. tk 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .6 Al). 1 4.201 P-}- LOAD CASE(S) Standard f17 -R R I L--- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI67473 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 buiding component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. Far general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,DSB-89 end BCD Building Component 250 Klug Circle Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 18917_STONERIDGE-PAR-2JA01 Jack-Open Girder 4 1 K2278171 Job Reference(optionall Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:57 2016 Page 2 ID:Cc7ZFubPPxxNUYd FC5S3NynZOg-SIgNBoU8CYCAAbbAPrXsOBB6fmT235_tortJdnynXlW LOAD CASE(E) Standard Uniform Loads(plf) Vert:1-2=-64,2-3=-64,4-5=-20 Concentrated Loads(lb) Vert:7=10(B)8=6(B) f r WARNING-VerHy design parameters end READ NOTES ON TINS AND INCLUDED M/7EK REFERENCE PAGE Ma-1/79 rev.10/8312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or Chord members only.Additional temporary and permanent bracing MiTek" s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,sloroge,delivery,erection and bracing of trusses and truss systems,see ANsl(TPI1 Quality Criteria,DSB49 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandra,VA 22314. Corona,CA 92880 Job ' Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278172 18917_STONERIDGE-PAR-:JA02 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:58 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-wUEmP8VmzrKOnkAMzZ25xPkIFAodoYE01 VcsADynXIV I -2-0-0 3-11-11 6-0-0 _H 2-0-0 3-11-11 2-0-5 Scale:3/4"=1' 3 4.00 12 '' 1 a 0 3x4 I I 7 2 6 1 0-al" I' III Id 4 5 3x4 II I 3-11-11 I 6-0-0 { 3-11-11 2-0-5 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.11 4-5 >638 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCLL 0.0 * Code IBC2015ITPI2014 BCDL 10.0 (MatrixS) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 OF No.18Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 5=350/0-5-8,3=95/0-1-8,4=49/Mechanical Max Horz 5=86(LC 10) Max Uplift5=-155(LC 10),3=-60(LC 14) Max Gray 5=357(LC 21),3=111(LC 21),4=101(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=291/254 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf,BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0.0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Rst PROFF fit between the bottom chord and any other members. \ NGt N �9�t�O 7)A plate rating reduction of 20%has been applied for the green lumber members. CJ F 8)Refer to girder(s)for truss to truss connections. �C7 2"9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 89200 P E 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 3.This connection is for uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. OREGON .... G�0 1.- 14,`2- P+� MFR R 11-\- e' EXPIRES: 12/31/2017 August 15,2016 r ..-. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIME REFERENCE PAGE Mr1-7473 nv-10/03/20/5 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bolding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'B always required for stability and to prevent collapse 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/MII Qualtty Cdterla.DS11-89 and SCSI Bonding Component 250 Keg Circle Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job " Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278173 38917_STONERIDGE-PAR-:JA03 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:58 2018 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-wUEmP8VmzrKOnkAMzZ25xPkF2AoNoYE01 VcsADynXIV I -2-0-0 5-11-11 6-Q41 2-0-0 5-11-11 0-61S Scale a 1:19.8 3 / J lit 4.00 12 8 7 3x4 II 6 2 I r _ I� • 4 b 5 3x4= 5-11-11 6-9-0 5-11-11 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.12 4-5 >563 180 TCDL 7-0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.04 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Weight 20 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=405/0-5-8,3=157/Mechanical,4=60/Mechanical Max Horz 5=116(LC 10) Max Uplift5=-174(LC 10),3=-103(LC 14) Max Gray 5=418(LC 21),3=189(LC 21),4=105(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-364/272 NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.D psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willñGlN �tp P ROFF fit between the bottom chord and any other members.7)A plate rating reduction of 20%has been applied for the green lumber members.8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(jtlb)3103. 89200 P E 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only and does not consider lateral forces. 11)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and%gypsum = �= , sheetrock be applied directly to the bottom chord. . CC -9L ,,OREGONNa A•[v <O gy142° P+ MFR R IO- EXPIRES: 12/31/2017 August 15,2016 -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE Mg-7473 rev.10/712015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown.and is for on individual building component,not tar o truss system.Before use,the building designer must verify the applicablity of design parameters and property incorporate the design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only,Additional temporary and permanent brocing �Yl\liTele is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quaint/Criteria.DSB-89 and SCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 921380 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 a8917_STONERIDGE-PAR-2JA04 Jack-Open 4 1 K2278174 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:59 2016 Page 1 I D:Cc7ZFubPPIoxNUYzLFC5S3NynZ0g-Ogo8cU W Pk9S1PulYXGZKUcHOra7bX?U9G9MPifynXlU -2-0-0 6-0-0 7-11-11 2-0-0 6-0-0 1-11-11 Scale•1:22.5 4 s I$ 3 4.00 12 v. • 26 3x4 I 7 1 6 3x4 I I 5 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.12 5-6 >557 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) 0.04 4 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 (Matrix-S) Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF ND.1&Blr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Blr 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)6=0-5-8,3=0-1-8. (Ib)- Max Horz 6=146(LC 10) Max Uplift All uplift 100 lb or less at joints)4 except 6=-163(LC 10),3=146(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=416(LC 21),3=268(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-362/264 NOTES • - 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extenor(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1E1) PR pFF fit between the bottom chord and any other members. �NG'NE4• s,D 7)A plate rating reduction of 20%has been applied for the green lumber members. GJ 8)Refer to girder(s)for truss to truss connections. c. 29 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. - '9200 P E f 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6 and 3.This connection is for uplift /411°' only and does not consider lateral forces. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. a . ( . 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum Q sheetrock be applied directly to the bottom chord. A OREGON [U bt <O Ai•l. 14 2- ON MFRRIU- 6 EXPIRES: 12/31/2017 August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MS-7473 rev.10103/2015 BEFORE USE. Design void for use only with M9ek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.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 irtury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T►I1 OuaN Criteria,DSB-09 and SCSI Building Component 250 Klug Circle Safety Informallon ovorloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexondna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278175 98917_STONERIDGE-PAR-2JA05 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:15:59 2016 Page 1 I D:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-Ogo8cUWPk9StPulYXGZKUcHREa7bX?U9G9MPifynXIU -2-0-01 8-0-01 9-11-11 2-0-0 6-0-0 3-11-11 Scale=1:26.2 5 4 4.00 12 0 3 m '. Q s3 3x4 II 8 2 1 7 6 3x4 I 6-0-0 1 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.04 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.12 6-7 >557 180 TCDL 7.0 Rep Stress Inv' YES WB 0.00 Horz(CT) 0.04 5 n/a n/a BCLL 0.0 * Code IBC20151TP12014 (Matrix-S) Weight:26 lb FT=20% BODL _--100 LUMBER- � BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)7=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 7=175(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 7=-149(LC 10),3=-151(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 7=411(LC 21),3=263(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-356/254 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��0 PROFF Opt- fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. \�� okGI NE:9 /O 8)Refer to girder(s)for truss to truss connections. ,C? 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 89200 P E 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift al joint(s)5. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7,3,and 4.This connection is for ✓ j/� i uplift only and does not consider lateral forces. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. . 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and IA"gypsum O R EGO N !(/ sheetrock be applied directly to the bottom chord. G 1> A, /O -II- 14, 2a p} ' RRIL'- 6 EXPIRES: 12/31/2017 August 15,2016 A WARNING- deal parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII- Verily design p TOTS rev.iQ/p3/2016 BEFORE USE. Design valid for use onty with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job • 'Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278178 .8917_STONERIDGE-PAR-2 JA06 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:00 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-stLWpgW1 VTak12K15_4Z0gpc1 zTgGSkJVp5zE6ynXIT -24__ - I 6-0-0 I 11-11-11 I 2-0-0 6-0-0 511-11 6, yy Scale:3/8"=1' 5 �" 41 rj 4.00 12 t� 11 4 E 3 10 � :t .1.3x4 11 9 2 se 1 � B 7 3x4 11 -' 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.04 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.12 7-8 >557 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.04 6 n/a n/a BCLL 0.0 • Code IBC2015/TP12014 BCDL 10.0 (Matrix-S) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)8=0-5-8,6=Mechanical,7=Mechanical. (Ib)- Max Horz 8=205(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6,4,5 except 8=-135(LC 10),3=-153(LC 14) Max Gray All reactions 250 lb or less at joint(s)6,7,3,4,5 except 8=409(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-354/244 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��p P R QfF fit between the bottom chord and any other members. S' 7)A plate rating reduction of 20%has been applied for the green lumber members. � `NC7il NEFR s/02 8)Refer to girder(s)for truss to truss connections. �C? "9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. �- $9200 P E 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8,3,4,and 5.This connection is for uplift only and does not consider lateral forces. ../ 4. - /e -- 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 13)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and'A"gypsumse CZ' -9 sheetrock be applied directly to the bottom chord. G 2/OR tx A, to -4 Y 14 14,2�� P} MFR R II-A- EXPIRES: 12/31/2017 August 15,2016 A al WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev,10/03/2015 BEFORE USE Design void for use only with Mifek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not " a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bulding 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 end to prevent colapse 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/TM1 Quaid,/Criteria,DS13-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job ' Truss Truss Type City Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278177 18917_STONERIDGE-PAR-.JA07 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:00 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZOg-stLWpgW1 VTak12K15_4z0gpc1 zTgGSkJVp5zE6yriXIT l.. -2-0-0 I 6-0-0 13-11-11 2-0-0 6-0-0 7-11-11 Scale=1:35.1 7. I8 4.00 12 11 5 00 4 4 • 0 3 0 0wf q 7 a, 1 3x4 II 10 2 1 r - 6 Cal 9 8 3x4 = 6-0-0 6-0-0 LOADING(pat) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.30 Vert(a) 0.05 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.12 8-9 >557 180 BCLL 0.0 Rep Stress Mu YES WB 0.00 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=0-5-8,7=Mechanical,8=Mechanical. (Ib)- Max Horz 9=235(LC 10) Max Uplift All uplift 100 lb or less at joint(s)7,4,5,6 except 9=-122(LC 10),3=-154(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,8,3,4,5,6 except 9=409(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-354/234 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 13-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �v0 P R open 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. 0CaI NFF9 s \� N WO 8)Refer to girder(s)for truss to truss connections. ,� 29 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6. •9200 P E 10)1 ProvOne USP conecal connection co(by de oc trussonne to bearing plate capable of withstanding Fina 100 lb9 uplift at joint(s)nd T. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9,3,4,5,and 6.This connection is for uplift only and does not consider lateral forces. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. aii=i - 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. -yL ,�OR b A. /O it) 14 2-13 4 MFRRIU- ';:::0 EXPIRES: 12/31/2017 August 15,2016 I r WARNING-Vitrify design deg -- parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MlF7473 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 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 requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.dervery,erection and bracing of trusses and truss systems,see ANSIOPI1 Quality Criteria.D5B-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278176 38917_STONERIDGE-PAR-2JB01 Jack-Open Girder 1 1 Job Reference(optional) _ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:01 2016 Page 1 ID:Cc7ZFubPPIoNUYzLFC5S3NynZOg-K3vu1AXfGmibeCvxehcaZ1 MoeNgp?v_SjTrWnYynXIS I -2.-0-0 I1-11-11 5-9-0 2-0-0 1-11-11 3-9-5 Scale=1:14.9 3 'F 4.00 12 3z4 6 ,'w 2 1 �i fl 11 _ 18 7 S 4 JL24 JL24 5 3x4 II I 1.10.15 1-10111 _ 5-9-0 I 1-10-15 Dr12 3-9-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.03 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.07 4-5 >916 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 (Matrix-M) Weight 14 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5=301/0-5-8,3=6/Mechanical,4=36/Mechanical Max Horz 5=56(LC 6) Max Uplift5=-166(LC 6),3=-34(LC 16) Max Gray 5=302(LC 17),3=42(LC 5),4=87(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(fiat roof snow);Category II;Exp B;Partially Exp.;CI=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Rst0 P R OFF 7)A plate rating reduction of 20%has been applied for the green lumber members. �GO�‘, NO(NE�CR.n 6)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �� 29 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only :9200 P E and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �j�,.i 12)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -L OREGON Ik ,,c, /O 1 14,93= P4 LOAD CASE(S) Standard p 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 MFR R I L\- Uniform Loads(plf) Vert 1-2=-64,2-3=-64,4-5=-20 EXPIRES: 12/3112017 Continued on page 2 August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/03a015 BEFORE USE. Design valid for use only with h4Tel*connectors.This design is based only upon parameters shown,and is for an individual building component,not MD a truss system.Below use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSIfPl1 Quality Criteria,DSB-39 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 STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278178 48917_STONERIDGE-PAR—:JB01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:01 2016 Page 2 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-K3vu1AXfGmibeCvxehcoZ1 MoeNgp?v_SjTrWnYynXIS LOAD CASE(S) Standard Concentrated Loads(lb) Vert:7=11(F)8=6(F) A WARNING•Verify design parasNsers and READ NOTES ON 710S AND INCLUDED MITE(REFERENCE PAGE M/I.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MfrekrE connectors,This design is based only upon parameters shown,and h for an individual buikling component,not • a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Ouallly Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Solely Infonmalfon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job s Truss Truss Type 1Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278179 18917_STONERIDGE-PAR-2 JB02 Jack-Open 1 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:02 2016 Page 1 ID:Cc7ZFubPPx xNUYzLFC5S3NynZ0g-pFTGEWYH14gSGMu7CP715Ev_EnAgkMEcy7a3JynXIR I -2-00 I __...3-11-11 5-9-0 I 2-0-0 3-11-11 1-9-5 Scale=1:15.B 3 4.00 12 .6 a 7 3x4 II • 8 1 + wl r 1 NM 4. o 5 3x4 11 1 3-10-15 3-1801 5-9-0 I 3-10-15 . 0412 1-9-5 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.03 45 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.09 4-5 >722 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=348/0-5-8,3=94/Mechanical,4=47/Mechanical Max Horz 5=86(LC 10) Max Uplift5=-156(LC 10),3=-60(LC 14) Max Gray 5=355(LC 21),3=109(LC 21),4=97(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 25=-292/254 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=2511;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �EQ P R ape fit between the bottom chord and any other members. s 7)A plate rating reduction of 20%has been applied for the green lumber members. \�� 4NG)N�FR On 8)Refer to girder(s)for truss to truss connections. ,� l'9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �- •9200P E 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yv gypsum sheetrock be applied directly to the bottom chord. - 41111P' o- 4OREGON a �4� �O )- 14 2- ` Q-} lag MRRILL EXPIRES: 12/31/2017 August 15,2016 Design WARNING-r use design ?Me parameters anti ctors NOTES ON TIES ANDINCLUDED dram REFERENCE, PAGE orINS7473 an in card ual bu201ngBEFORE ompUSE. l• atruss valid . efo only withh MTedingonneders.This design is bpsptl only uponfparameters e and o for an individual thisuse, buildingparametersandincorporate design into the overal 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 requred for stability and to prevent collapse with possible personal injury and property damoge. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Googly Crierlo,DSB-B9 and SCSI Belding Component 250 Klug Circle Solely Iriormollon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qy Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278180 18917_STONERIDGE-PAR- JB03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:02 2016 Page 1 ID:Cc7ZFubPPlc NUYzLFC5S3NynZ0g-pFTGEWYH14gSGMU7CP715Evy9n9bkMEcy7a3JynXlR I -2-0-0 5-9-0 5-11-11 2-0-0 5-9-0 0-2-11 3 Scale=1:20.1 1 Idyy 4.00 12 II 8 cit 7 m ry IA II 6 2 A 2 Ai I r. l 5 3x4= 4 I 5-9-0 I 5-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(a) -0.03 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.10 4-5 >635 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-S) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing '.. be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 5=402/0-5-8,3=156/0-2-5,4=58/Mechanical Max Horz 5=115(LC 10) Max Uplift5=-174(LC 10),3=-102(LC 14) Max Gray 5=414(LC 21),3=186(LC 21),4=101(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-363/272 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 limes flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psi 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 CEO P ROFF fit between the bottom chord and any other members. ti s 7)A plate rating reduction of 20%has been applied for the green lumber members. �GJ� �NG(NEF9 S�0 8)Refer to girder(s)for truss to truss connections. ,� 2'9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. Q 89200 P E l 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 3.This connection is for uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum er sheetrock be applied directly to the bottom chord. 17 , OREGON a �� <O -9 y 14,2°� P+ MER RI L\- 6 EXPIRES: 12/31/2017 August 15,2016 r , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-7473 rev.10A)3/2015 BEFORE USE. lilt Design valid for use only with Mgeke connectors.This design is boned only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design into 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'6 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabricotion,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(JPl1 Quality Criteria,DSB-89 and BCSI Building Component 25010ug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job [Truss Truss Type City Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278181 18917_STONERIDGE-PAR-2JC01 Jack-Open Girder 2 1 Job Reference(optional) _ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:03 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-HS1 fSsZvoOyJuW2Jm6eGeSR888XITpTIBnKdrOynXIO I -2-0-0 1-11-11 I 4-0-0 I 2-0-0 1-11-11 2-0-5 Scale=1:11.7 3 • 4.00 12 6 3x4 II • • d HIgniiiiiiiiiiii I d 7 JL24 4 5 3x4 I I I 1-10-15 1-1 111 4-0-0 1-10-15 0-0-12 2-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 4-5 >999 160 TCDL 7.0 Rep Stress Ina NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-M) Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=297/0-5-8,3=-3/Mechanical,4=21/Mechanical Max Horz 5=56(LC 8) Max Uplift5=-167(LC 6),3=-43(LC 16) Max Gray 5=298(LC 17),3=16(LC 31),4=61(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-257/190 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will yst0 P ROFF fit between the bottom chard and any other members. tS 7)A plate rating reduction of 20%has been applied for the green lumber members. . .3 G(N 0NEF9 s/0 8)Refer to girder(s)for truss to truss connections. ,c. ?i9 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 3.This connection is for uplift Q $9200 P E only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left and to connect truss(es)to _, back face of bottom chord. '`- 12)Fill all nail holes where hanger is in contact with lumber. OREGON 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4. 4A A, i qy 14 2 p'� LOAD CASE(S) Standard 1aQ� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 F/�(� LL Uniform Loads(plf) Vert:1-2=-64,2-3=-64,4-5=-20 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MB•7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not ��• a truss system.Before use,the building designer mud verify the applicability of design parameters and properly incorporate this design into 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 At/SI/RI1 Qualify Cr teda,DSB-99 and SCSI Building Component 250 Klug Circle Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278181 18917_STONERIDGE-PAR-;JC01 Jack-Open Girder 2 1 Job Reference(optional Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:03 2016 Page 2 I D:Cc7ZFubPPIrxN UYzLFC5S3NynZ0g-HS 1 fSsZvoOyJ u W2Jm6eGeSR88BXITpTI BnKdrQynXIQ LOAD CASE(S) Standard Concentrated Loads(lb) Veil:7=11(B) A WARNING-Verify design Ammeters and READ NOTES ONTNIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.1M01/2015 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 �1• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire IC is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria.DSB-89 and BCSI Building Component 250 pug Circle Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278182 18917_STONERIDGE-PAR-:JCO2 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:03 2016 Page 1 I D:Cc7ZFubPProcNUYzLFC5S3NynZOg-HS1 fSsZvoOyJu W2Jm6eGeSR9_BXbTpTIBn KdrOynXIO -2-0-0 1 3-11-11 41-0 2-0-0 3-11-11 0--S Scale=1:14.7 3 4.00 12 a 7 3x4 II 2 6 1 61. 4 5 3x4 II 3-11-11 0 d 5 3 11-11 g LOADING(psi) SPACING- 2-0-0 CS!. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 4-5 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-S) Weight:15 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=335/0-5-8,3=89/Mechanical,4=31/Mechanical Max Horz 5=86(LC 10) Max Uplift5=-164(LC 10),3=-63(LC 14) Max Gray 5=342(LC 21),3=104(LC 21),4=68(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 2-5=298/251 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will !�>Gp PR Open fit between the bottom chord and any other members. ` 7)A plate rating reduction of 20%has been applied for the green lumber members. �� �NGi N�F9 s�O 8)Refer to girder(s)for truss to truss connections. ,(� 29 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 3.This connection is for uplift Q 89200 P E• only and does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and"gypsum sheetrock be applied directly to the bottom chord. • • 0��ON�� �Q �O qy 14 2° MFRRIL�- 6 EXPIRES: 12/31/2017 August 15,2016 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MN-7173 rev.18993r7015 BEFORE USE. Design valid for use only with Mink®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into 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 Bending Component 250 Klug Circle Safety Information avertable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92080 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 48917_STONERIDGE-PAR-2JC03 Jack-Open 1 1 K2278183 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:04 2016 Page 1 I D:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-leb 1 fR7X7h4AW fd W Kp9VBf_ISbtgCGjuPR3ANtynXIP -2-0-0 I _ 4-0-0 5-10-15 2-0-0 4-0-0 1-10-15 Scale=1:18.1 4 u [a 4.00 12 3 9 8 3x4 I 7 ry 2 ri 1 N 5 6 3x4 II 4-0-0 I 4-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 5-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 BCDL 10.0 (Matrix-S) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-1-8. (Ib)- Max Horz 6=115(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 6=-151(LC 10),3=-106(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 6=342(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-298/242 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct--1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed 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 ' ED P R QFF fit between the bottom chord and any other members. \ NGI N �q s�O 7)A plate rating reduction of 20%has been applied for the green lumber members. C9 8)Refer to girder(s)for truss to truss connections. �C7 '9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 89200 P E r 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6,4,and 3.This connection is for uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. • 12)This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and'A°gypsum fib sheetrock be applied directly to the bottom chord. y4 OREGON ski tx /O q? 14 2°.\ 'yeR R I L0- EXPIRES: 12/31/2017 August 15,2016 Ar r WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7/73 rev.10/e3/7015 BEFORE USE. Design valid for use only with Meek®connectors.This 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 ANSI/ml Quality Criteria,DSB-89 and BCSI Building Component 250 IOug Circle Safely Informaton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Carona,CA 92880 Job x Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278184 $8917_STONERIDGE-PAR- JK01 Jack-Open Girder 2 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:04 2016 Page 1 I D:Cc7ZFubPPxxNUYZLFC5S3NynZ0g-leb 1 fR7Y7h4AWfd W Kp9VBf_IPbuQCGjuPR3ANtynXIP I -2-0-0 I 1-11-11 I 4-0-0 _-I 2-0-0 1-11-11 2-0-5 Scale=1:11.7 Special 3 4.00 12 /, 2 m b 1 JL24 4 i 3x4 - 1-10-15 1-11 11 4-0-0 1-10-15 0 �2 2-0-5 _Plate Offsets(X.Y)- 12:0-1-2.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 4-7 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 1Rep Stress lncr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/fP12014 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 3=63/Mechanical,2=265/0-5-8,4=22/Mechanical Max Horz 2=68(LC 6) Max Upliifl3=-21(LC 10),2=-152(LC 6) Max Gray 3=66(LC 17),2=266(LC 17),4=48(LC 5) FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. c,0 PROFF 7)A plate rating reduction of 20%has been applied for the green lumber members. s 8)Refer to girder(s)for truss to truss connections. �C3� 0AG]NEF9 s./O 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift 44C? 2 only and does not consider lateral forces. 89200 P E �� 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use USP JL24(With 1 Od nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. --lw • 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -9L OREGON A cc/ LOAD CASE(S) Standard /6 -'11 01 14 2 P# ME 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 R RI L Uniform Loads(plf) Vert:1-3=-64,4-5=-20 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 Mire is always required for stability and to prevent collapse 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/TPIl Quality Creed%DSB-89 and BCSI Building Component 250 Mg Circle Safely InfomwNon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexondna,VA 22314. Corona,CA 92880 Job Truss Truss Type City Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2276184 18917_STONERIDGE-PAR-2JK01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:04 2016 Page 2 I D:Cc7ZFu bPP1orNUYzLFC5S3NynZog-leb1 fBZXZh4AWfd W Kp9VBf_I PbuOCGju PR3ANtynXIP LOAD CASE(S) Standard Concentrated Loads(lb) Vert 3=-30(F)8=9(F) t 1 WARNING-Vad/y design parameters and READ NOTES ON THIS AND INCLUDED MIMICREFERENCE PAGE MII-7179 rev.10Z1/9015 BEFORE USE. Design valid for use only with Wok®connectors.This design is based only upon parameters shown,and is for an individual building component,not M�- a truss system.Before use,the building designer must verify the applicability of design porameters and properly incorporate this design into 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 requied for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSIRPII Quality Criteria,D5B•89 and SCSI Building Component 250 Klug Circle Safely Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Corona,CA 92880 Job • Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 1(2278185 18917_STONERIDGE-PAR-2 JKO2 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:05 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZOg-Dg9PtXaAJ?C17pCitXgkjtXUs_EQxjz2e5pkwJynX10 -2-0-0 3-11-11 4Qf0 2-0-0 3-11-11 0-0-5 Scale:1"=1' 3 4.00 12 9 2 8 4 3x4= 341-11_..._ 3-11-11 4 r5 Plate Offsets(X.Y)-- 12:0-1-6 Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 (Roof Snow=25.D) Lumber DOL 1.15 BC D.06 Vert(CT) -0.02 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 • BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=89/Mechanical,2=332/0-5-8,4=36/Mechanical Max Herz 2=98(LC 10) Max Uplift3=-53(LC 14),2=-161(LC 10) Max Gray 3=102(LC 21),2=341(LC 21),4=59(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 0-9-12,Interior(1)0-9-12 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25,0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will PR OFF fit between the bottom chord and any other members. s 7)A plate rating reduction of 20%has been applied for the green lumber members. Gj tNCaI NFR s/O 8)Refer to girder(s)for truss to truss connections. *-14� ?j 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift Q 89200PE only and does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and"A"gypsum /�� sheetrock be applied directly to the bottom chord. -.y • 041.- 7 OREGON (r✓ 142 P-*r ERRILY- EXPIRES: 12/31/2017 August 15,2016 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED PA/TEN REFERENCE PAGE MJI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mirehe connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSl/TPII Quaay CrBnla,PSB-89 and SCSI Bending Component 250 Krug Circle Safety Intermatton available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona.CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278186 t8917_STONERIDGE-PAR-:JK03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:05 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-Dg9PtXaAJ?C17pCitXgkjtXUe_EPxjz2e5pkwJynXla -2-0-0 - 4-0-0 5-10-15 2-0-0 4-0-0 1-10-15 Scale:3/4"=1' 4 4.00 12 3 10 oS m 9 • 2 m _ 1 5 3x4= 4-0-0 I 4-0-0 Plate Offsets(X.Y)- [2:0-1-6.Edgel _. LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) I/deft ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.01 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.02 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=127(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,3 except 2=-154(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=341(LC 21) FORCES. (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=11 1mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 0-9-12,Interior(1)0-9-12 to 5-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �t0 PROFF fit between the bottom chord and any other members. \ NGI N �R 7)A plate rating reduction of 20%has been applied for the green lumber members. Gj le 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 4.c89200 P E 1- 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for upliftevonly and does not consider airlateral e forces. • ..ram 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Ili gypsum sheetrock be applied directly to the bottom chord. 7 ,�OREGON a [v <O :4' 14 '1C) MFRRIL� EXPIRES: 12/31/2017 August 15,2016 A WARNING-%Wry design parameters sod READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NB-7473 rev.10'032015 BEFORE USE. Design valid For use only with MTekita connectors.This design is based only upon parameters shown,and is for an individual guiding component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �8 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional emporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANSI/Ti 11 Quality Criteria,DSB-89 and BCD Building Component 250 Klug Circle Safety Ink:emo8un available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278187 38917_STONERIDGE-PAR-II JL01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 1516:16:06 2016 Page 1 ID:Cc7ZFubPPxxN UYzLFC5S3NynZtlg-h0jn4tbo4J KulznuREBzG43eOGYQgADBtlYHS IynXIN F- -2-0-0_ 1-11-11 4-0-0 I 2-0-0 1-11-11 2-0-5 Scale=1:11.7 3 4.00 12 6 3x4 11 2 1 loi 7 JL24 4 5 3x4 11 1 1-11-11 4-0-0 1 1-11-11 2-0-5 LOADING(pet) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ltd PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 • Rep Stress Ina- NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight;12 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2X4 OF No.1&Btr G end verticals. WEBS 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. fib/size) 5=297/0-5-8,3=-2/0-1-8,4=21/Mechanical Max Horz 5=56(LC 6) Max Uplift5=-170(LC 6),3=-43(LC 16) Max Gray 5=299(LC 17),3=16(LC 5),4m52(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-257/188 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCOL 6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will _c o PR OFF fit between the bottom chord and any other members. �' 7)A plate rating reduction of 20%has been applied for the green lumber members. \�� 04GI N4F9 Wo 8)Refer to girder(s)for truss to truss connections. ,Cyr l•-'9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 89200PE l 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 3.This connection is for uplift "-;-• only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. i2 -• 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -i� �r •• 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to Q front face of bottom chord. yG 4OREGON 1 t4 A. /O .V 14)Fill all nail holes where hanger is in contact with lumber. )- 0 1 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Aq 14 2 'es FR R I L\- LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 I -- WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M&7473 rev.10,03R013 BEFORE USE. Design valid for use only with Mrrek&connectors.This designs based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into 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 tracing of trusses and truss systems,see ANSI(TPl1 Ovally Cdlerlo,D5B-89 and SCSI Building Component 250 Krug Circle Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandno,VA 22314. Corona,CA 92880 • Job * Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278187 1,8917_STONERIDGE-PAR^ JL01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:06 2016 Page 2 I D:Cc7ZFubPPxxNUYsLFC5S3NynZOg-hoj n4tbo4JKu lznuREBzG43e00YOgADBtlYHSIynXIN LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,4-5=-20 Concentrated Loads(lb) Vert:7=10(F) 1 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGEN67I73 m.16'B3K015 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 bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is aWays required lor stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Crited°,DSB-59 and SCSI Building Component 250 Klug Circle Safely Infomrolion available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 • K2276188 1,8917_STONERIDGE-PAR— JLO2 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:06 2016 Page 1 I D:Cc7ZFubPPsoNUYzLFC5S3Nynzog-h0jn4tbo4JKu IznuREBzG43fE0YIgADBBYHSIynXIN 1 -2-0-0 3-11-11 4-0 0 2-0-0 3-11-11 r i-5 Scale=1:14.7 3 4.00 8 7 3x4 II • B 1 r i I'i 4 3x4 II I 3-11-11 4-Qcl _ 3-11-11 Obi-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 (Root Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 (Matrix-S) Weight:15 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 OF No.l&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=335/0-5-8,3=89/Mechanical,4=31/Mechanical Max Horz 5=86(LC 10) Max Uplift5=-164(LC 10),3=-63(LC 14) Max Gray 5=342(LC 21),3=104(LC 21),4=68(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-298/251 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL S.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will CEO P R OFF fit between the bottom chord and any other members. S' 7)A plate rating reduction of 20%has been applied for the green lumber members. �Gj� 0N G)N EFR s/O B)Refer to girder(s)for truss to truss connections. ��? - 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 3.This connection is for uplift C, 89200 P E 9c only and does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. .��•+ �0'4 ON �Cti� /O pry 14,2'1 P4 MFRRI0_ EXPIRES: 12/31/2017 August 15,2016 t 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MRek®connectors.This design Is based only upon parameters shown.and is for an individual building component,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 M�IThk fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bid/ding Component 250 King Circle Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexa nano,VA 22314. Corona,CA 92880 Job • Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278189 18917_STONERIDGE-PAR-4 JM01 Jack-Open Girder 2 1 IJob Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:07 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-9DH91DcQrcTIN7M5?yiColcpeov7PdTL8Plq_CynXIM I -2-0-0 1-11-11 4-0-0_ I 2-0-0 1-11-11 2-0-5 Scale=1:11.7 Special 3 4.00 12 2 I di d I ` rod t 8 JL24 4 3x4 = i-. 1-10-15 1-111y11 4-0-0 1 1-10-15 0�52 2-0-5 Plate Offsets(X.Y)- (2'0-1-2 Edoel _ LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress InaNO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 3=63/Mechanical,2=265/0-5-8,4=22/Mechanical Max Horz 2=68(LC 6) Max Uplift3=-21(LC 10),2=-152(LC 6) Max Gray 3=66(LC 17),2=266(LC 17),4=48(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,del P ROFF s 7)A plate rating reduction of 20%has been applied for the green lumber members. �N s 8)Refer to girder(s)for truss to truss connections. \CD GI NFR z_ 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift 4� 217 only and does not consider lateral forces. 89200 P E f 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. Ge 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7 OR EGON A �!(y LOAD CASE(S) Standard / '9> p'� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 A� 14 2 QjQ� Uniform Loads(plf) FR R I Lk- Vert:13=-64,4-5=-20 EXPIRES: 19/31/2017 Continued on page 2 August 15,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE MIF7473 fey.10103/2015 BEFORE USE Design valid for use only with MiTek®connectors,This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Qua81y Creed°,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 STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278189 88917_STONERIDGE-PAR-:JMo1 Jack-Open Girder 2 1 Jab Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:07 2016 Page 2 ID:Cc7ZFubPPtoxNUYzLFC5S3NynZOg-9DI-t91DcQrcTIN7M5?yiColcpeov7PdTL6Ptq CynXIM LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-30(B)8=9(B) 1 � WARNING valid for Verify my with parinnefors and n ctor NOTESON THIS BANDmy8 INCLUDED MITERparameters REFERENCE. PAGE Mr-7473an rev,ua'0bRa75 BEFOREmpUSE.a Designsteforuse e s hb4Tek®g designer Thiss design is based ablyuof upondpign parameters a d poforan individualprathidesgnmpothe not a truss system.Belpre use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M(Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI(TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Tons Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job ' Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278190 7,8917_STONERIDGE-PAR-:JMO2 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:07 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-9DH91DcQrcTIN7M5?yiColcgLovuPdTL6PIq_CynXIM -7-0-0 I 3-11-11 4- 2-0-0 3-11-11 0-Lb Scale:1"=1' 3 4.00 12 9 2 B � Id 1 ♦ 4 3x4= 3-11-11 4pnr.0 3-11-11 0-O-5 Plate Offsets(X.Y)- f2:0-1-6.Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.02 4-7 >999 180 TCDL 7.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0. • 0 DL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 3=89/Mechanical,2=332/0-5-8,4=36/Mechanical Max Horz 2=98(LC 10) Max Uplift3=-53(LC 14),2=-161(LC 10) Max Gray 3=102(LC 21),2=341(LC 21),4=59(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph:TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 0-9-12,Interior(1)0-9-12 to 3-10-15 zone;cantilever left and right exposed end vertical left and right exposed;C C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II:Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will IAD PROFF fit between the bottom chord and any other members. 't GINS 9.c$ 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. , - 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift Q 89200 P E only and does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. wale,""" �L 47OREGON �lv� tx <0 gy142p'5P� MFR R EXPIRES: 12/31/2017 August 15,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10103r2015 BEFORE USE. t° Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is to an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required la stability and to prevent collapse with possible personal injury and property damage.Far general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,DSB-89 and BCSI Bolding Component 250 Klug Circle Safely INormatbn available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2231 a. Carona,CA 92800 Job ` Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278191 1.8917_STONERIDGE-PAR-2JN01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 18:18:08 2018 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-dPgXVZc2cwbc_HxHZfERLV9_1CDB84jUK21OWeynXIL I_-.._- - - _-2-0-0 I 1-11-11 I 6-0-0 I 2-0-0 1.11-11 4-0-5 Scale=1:15.4 4.00 12 3 6 3x4 II 2 if B 4 JL24 JL24 5 3x4 II I 1-10-15 1-1 111 6-0-0 I 1-10-15 0d-12 4-0-5 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dee Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.03 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.09 4-5 >802 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 BCDL 10.0 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF Na.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.i&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 5=301/0-5-8,3=8/Mechanical,4=39/Mechanical Max Horz 5=56(LC 6) Max Uplift5=-166(LC 6),3=-32(LC 16) Max Gray 5=303(LC 17),3=47(LC 5),4=91(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL�.Opsf;h 25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.D psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psi 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. Gco PROre 7)A plate rating reduction of 20%has been applied for the green lumber members. ` s 8)Refer to girder(s)for truss to truss connections. \�� �NG(N�F9 s�� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ,. �'9 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only Q 89200 P E and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �' 12)Use USP JL24(With 10d nails into Girder 8 NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the - . rIp left end to 4-0-12 to connect truss(es)to front face of bottom chord. ar.- 13)Fill all nail holes where hanger is in contact with lumber. 40 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �G 2!OREGON D. A, 1 LOAD CASE(S) Standard iQ 49 14 2�gP+ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 FR R ALL Uniform Loads(p1f) Vert:1-2=-64,2-3=-64,4-5=-20 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIWEK REFERENCE PAGE Atli-7473 rev.10/03/2015 BEFORE USE. 111 Design valid for use only with MTek9 connectors.This design is based only upon parameters shown,and is fa an individual building component,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 fabricofion,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T711 Quallty Criteria,DS11-199 and ICSI Building Component 250 Klug Circle Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 • Job s Truss Truss Type City Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 18917_STONERIDGE-PAR-:JNO1 Jack-Open Girder 1 1 ll K2278191 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:08 2016 Page 2 I D:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-d PgXVZc2cwbc_HxHZfERLV9_tCDB84jUK21 O WeynXIL LOAD CASE(S) Standard Concentrated Loads(lb) Vert:7=11(F)8=6(F) WARNING•V design Walk gnh Milekeand connectors.ors NOTESeGN THISsbased INCLUDEDlyuponAram teFEhown. PAGE or on individual br7e13 BEFOREmpnen Design valid for use only with MRek® This design is only upon parameters shown,and is for an intlividual building component,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 chard members only.Additional temporary and permanent bracing MiTek' is°Wvays required for stability and to prevent collapse 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.0S11-89 and SCSI Building Component 250 Krug 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 STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278192 48917_STONERIDGE-PAR4 JNO2 Jack-Open 1 1 Job Reference(optional Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:08 2016 Page 1 ID:Cc72FubPPxxNUYzLFC5S3NynZ0g-dPgXVZc2Cwbc_HxHZfERLV9?jCCz84jUK21GWeynXIL ____.-2-0-0_ 3-11-11 6-0-0 2-0-0 3-11-11 2-0-5 Scale=1:15.8 3 ll 4.00 12 N 8 7 3x4 II • 6 N MI = _ - 4 [d WI 5 3x4 II l- __ 3-10-15 3-1 t11 6-0-0 I 3-10-15 _ 012 2-0-5 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.11 4-5 >638 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 BCDL 10.0 (Matrix-S) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=350/0-5-8,3=95/Mechanical,4=49/Mechanical Max Horz 5=86(LC 10) Max Uplift5=-155(LC 10),3=-60(LC 14) Max Gray 5=357(LC 21),3=111(LC 21),4=101(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-291/254 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��p PRO!:? fit between the bottom chord and any other members. \ N(jl N �9 s 7)A plate rating reduction of 20%has been applied for the green lumber members. GJ E /Q 8)Refer to girder(s)for truss to truss connections. %� 29 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 89200PE 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jl(s)5.This connection is for uplift only Q ',;r-•- and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 34'gypsum , sheetrock be applied directly to the bottom chord. 'xi% tz- - ,�OREGON a �lv <0 gy1420' MFRR10- EXPIRES: 12/31/2017 August 15,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MI4473 rev.1003'2015 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 appicability of design parameters and properly incorporate this design into 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/Tell Quality Creeks,DS11419 end SCSI Bending Component 250 Klug Circle Safety Information ovatoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278193 48917_STONERIDGE-PAR-:JNO3 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.840 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:09 2016 Page 1 ID:Cc7ZFubPP a NUYzLFC5S3NynZ0g5bOwwivdgNEjTcRWIBNlgujh7GcYytXzeZinx34ynXIK -2-0-0 5-11-11 81 0 2-0-0 5-11-11 0-8'-5 Scale=1:19.8 3 0, 4.00 12 8 7 3x4 6 2 1 4 45. 5 3x4= 5-11-11 6-q-0 5-11-11 0-0-5 LOADING(psi) I SPACING- 2-0-0 C81. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.12 4-5 >563 180 TCDL 7.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.04 3 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 (Matrix-S) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=405/0-5-8,3=157/Mechanical,4=60/Mechanical Max Horz 5=116(LC 10) Max Uplift5=-174(LC 10),3=-103(LC 14) Max Gray 5=418(LC 21),3=189(LC 21),4=105(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=364/272 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf,BCDL=6.0psf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �E0 P R pFf fit between the bottom chord and any other members. NG)N��9 s/O 7)A plate rating reduction of 20%has been applied for the green lumber members. GJ 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(j1=lb)3=103. Q 89200 P E 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5.This connection is for uplift only and does not consider lateral forces. • 11)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 14"gypsum • sheetrock be applied directly to the bottom chord. .' • 32. �OREGON ��� i0 '4' 142-C)\ P� MFRRIL�- EXPIRES: 12/31/2017 August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1D934015 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 stabiNty and to prevent collapse 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(rPI1 Quay Criteria,D5B-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandra,VA 22314. Corona,CA 92880 Job - Truss 'Truss Type Oh' Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278194 18917_STONERIDGE-PAR-2JNO4 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:09 2016 Page 1 lo:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-5bOwivdgfiEjTcRWT6NIgujhl f cYNtXzeZinx34ynXIK -2-0-0 6-0-0 7-11-11 2-0-0 6-0-0 1-11-11 Scale=1:22.5 d a r2 4.00 12 3 9 8 • ro m A 3x4 11 7 ,4' 2 1 10111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111171111°I i� 6 4x4 I 5 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/defi L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) 0.06 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.15 5-6 >449 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.07 4 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-S) Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-1-8. (Ib)- Max Horz 6=146(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 6=-192(LC 10),3=-283(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 6=488(LC 21),3=609(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-448/300 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �Ep PR Opp_ fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. �C7 9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 89200 P E 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6 and 3.This connection is for uplift only and does not consider lateral forces. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum - OREGON �4(/ sheetrock be applied directly to the bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)481 lb down and 246 lb up at L/O qY 14 Zo'‘a 5-0-12 on lop chord. The design/selection of such connection device(s)is the responsibility of others. /'7 - `�QjPT LOAD CASE(S) Standard �/ EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 A WARNING-Verify design parametem and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03,2015 BEFORE USE. mit Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system,Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated B 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-e9 and ICSI landing Component 250 Klug Circle Safely INormanon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278194 1,8917_STONERIDGE-PAR- JNO4 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:09 2016 Page 2 ID:Cc7ZFubPPIorNUYzLFC5S3NynZ0g-5bOwivdgNEjTcRWT6Nlgujh1l eYNtXzeZinx34ynXIK LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-4=-64,5-6=-29 Concentrated Loads(lb) Vert:9=-446 • WARNING-Vergy design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M!/-7473 rev.10/012815 BEFORE USE. Design valid for use only with Milekle connectors.This design is based only upon parameters shown,and is for an individual building component,not , o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall balding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent colapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quailly Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278195 38917_STONERIDGE-PAR-;JNO5 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16;10 2016 Page 1 I D:Cc7ZFubPPxxNUYzLFC5S3NynZ0gaoylwFel8XrKEa5gg4GvQwEJQ?u9c_CnoM W VbWynXIJ -2-0-0 6-0-0 9-9-15 I 2-0-0 6-0-0 3-9-15 Scale=1:25.9 5 - I+ 4 4.00 12 3 9 10 3x4 I 8 2 1 � 7 7 3z4 II 6-0-0 5-0-0 LOADING(pat) TCLL 25.0 SPACING- 2-0-0 CSL DEFL. in (lac) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.04 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.12 6-7 >557 180 BCLL 0.0 • Rep Stress InaYES WB 0.00 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code IBC20151TP12014 (Matrix-S) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)7=0-5-8,3=0-1-8,4=0-1-4. (Ib)- Max Horz 7=173(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 7=-150(LC 10),3=-150(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 7=411(LC 21),3=263(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-356/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-9-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will �E0 P R OFF fit between the bottom chord and any other members. .` 'N 9 7)A plate rating reduction of 20%has been applied for the green lumber members. Gj O C? E 8)Refer to girder(s)for truss to truss connections. �C7 N '9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. •9200 P E 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. 11)One USPs consider recommended to connect truss to bearing walls due to UPLIFT at jt(s)7 and 3.This connection is for uplift only and does not consider lateral forces. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 9G OREGON A ((� <0 gy14 2- f P+ 4FRRILL EXPIRES: 12/31/2017 August 15,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE Mg-7473 rev-10/09/5015 BEFORE USE. Design valid for use only with Mrrek®connectors.This design is based only upon parameters shown,and is for on individual building component,not ' a truss system.Before use;the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delvery,erection and bracing of trusses and truss systems,see ANSI(1PIl Quallty Criteria,OSB-89 and SCSI Building Component 250 flog Circle Safety Inform:Mon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandno,VA 22314. Corona,CA 92880 Job ' Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2275195 18917_STONERIDGE-PAR-2JZ01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:10 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-aoylwFel8XrKEa5gg4GvQwEKs?wsc_CrroMW VbWynXIJ -2-0-0 - - 1-11-11 2-pp--00 2-0-0 1.11-11 0-6-5 Scale=1:11.4 3 4.00 12 6 3x4 II 2 1 5 4 3x4 I I I 1.11- _. 1 11 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (bc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow-25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=295/0-5-8,4=-5/Mechanical,3=0/Mechanical Max Horz 5=57(LC 10) Max Uplift5=-176(LC 10),4=-8(LC 20),3=-42(LC 20) Max Gray 5=296(LC 21),4=29(LC 5),3=4(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-255/248 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �p P R OFF 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 �'�� NG(NR.c+fit between the bottom chord and anyother members. 7)A plate rating reduction of 20%has been applied for the green lumber members. C7 �i9 8)Refer to girder(s)for truss to truss connections. 89200PE 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,4,and 3.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .1141111 -7 �OREGON fit? .sO �Y149- EXPIRES: 12/31/2017 August 15,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10g3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and k for an individual building component,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 Milek'is always required for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrications,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPll Oualtly Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job v Truss Truss Type Qty Ply STONERIDGE-CSOKAS PAR 221 K2278197 98917_STONERIDGE-PAR-2 JZ02 Jack-Open 2 1 Job Reference o farad _ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 1516:16:11 2016 Page 1 I D:Cc7ZFu bPPmr NUYzLFC5S3NynZ0g-2_Wg7bfwvrzArkgsEnn8z8mVtPGN KQSw00G27zynXl I I -2-0-0 2-0-0 3-11-11 2-0-0 2-0-0 1-11-11 Scale=1:14.9 3 I '7 4.00 2 g 1 8 7 3x4 II m rh N e 2 '4 A 1 1 111) ...11111 1111111111... 5 4 3x4 II I 2-Oq I 2-0-0 LOADING(pso 11 TCLL 25.0 SPACING- 2-0-0 CSI, DEFL. in (lac) l/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&13lr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Blr G end verticals. WEBS 2X4 DF No.1&Blr 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) 5=321/0-5-8,3=86/Mechanical,4=8/Mechanical Max Horz 5=86(LC 10) Max Uplift5=-172(LC 10),3=-63(LC 14),4=-16(LC 20) Max Gray 5=326(LC 21),3=101(LC 21),4=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-300/248 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL 4.2psf;BCDL6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (-a Q P R OFF 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 �` ss fit between the bottom chord and any other members. <9 LNG'hi �O 7)A plate rating reduction of 20%has been applied for the green lumber members. �C� 29 8)Refer to girder(s)for truss to truss connections. 4:t 89200PE r" 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,3,and 4.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. yL �OREGON sett <O q r 14,2C� P} MFR R I L\- 6 EXPIRES: 12/31/2017 August 15,2016 1 mom WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/09/1015 BEFORE USE. lint Design valid for use only with Mirek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabitty of design parameters and properly Incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requied for stability and to prevent collapse 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(TN1 Qualify Cdferla,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278198 48917_STONERIDGE-PAR-:JZO3 Jack-Open 1 1 'Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:11 2016 Page 1 I D:Cc7ZrubPPlorNUYzLF5S3NynZ0g-2_Wg7bfwvrzArkgsEn n8z8mTgPFnKQSw00027zynXl I -2-0-0 2-0-0 _ _ 5-10-15 I 2-0-0 2-0-0 3-10-15 Scale=1:18.3 3 11,' I6 4.00 12 m 8 7 7 n 3Ya II 6 ft, ri n 2 rk 1 •I fr•�ry 5 4 4x4 11 1 2-0-0 1 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Root Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 180 TCDL 7.0 ert( ) BCLL 0.0 " Rep Stress Mu YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DE No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=340/0-5-8,3=145/Mechanical,4=54/Mechanical Max Horz 5=115(LC 10) Max Uplift5=-166(LC 10),3=-99(LC 14),4=-48(LC 14) Max Gray 5=346(LC 21),3=175(LC 21),4=64(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 25=-373/272 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25f1;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 01`E0 PR QrF 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 s fit between the bottom chord and any other members. '.. ) `NAGINE6. 0/0 7)A plate rating reduction of 20%has been applied for the green lumber members. �' �9 8)Refer to girder(s)for truss to truss connections. Q 89200 P E 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,3,and 4.This connection is for uplift only and does not consider lateral forces. - 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - '/� � �0_�oN a �j 'O "9) 14 2Lp1 Q'-j' M'FR R I I- -� EXPIRES: 12/31/2017 August 15,2016 r WARNNID-r erifyuse only gn with airekiE parameters ctors NOTES O THIS AND INCLUDED AMER REFERENCE PAGE orNga rev.uoi buildingBEFORE ompneE �' Design valid for use only wi MRek�connectors.This design is based only upon parameters shown,and is for an individual building component,not a tans system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 debility and to prevent collapse with possible personal irjury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,see ANSI/IPl1 Quoin),Cdkrla,DSB-89 and aCSI Beading Component 250 Kkrg Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278199 R3917STONERIDGE-PAR--K01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:12 2016 Page 1 ID:Cc7ZFubPPIrxNUYzLFC5S3Nyn20g-WA42LwgZg951TuE2oVINVLJacpX13sQ4Fg?b1PynXIH I -2-0-0 1 3-5-0 3-11-111 6-0-0 I 8-0-5 I8-7-01 12-0-0 I 14-0-0 1 2-0-0 3-5-0 0-6-11 2-0-5 2-0-5 0-8-11 3-5-0 2-0-0 Scale=1:27.2 4x4 4.00 12 4x4 a 3 1 16 1 4 • w 1''. yy Y ' S 1 in- 2 6 — n11 6 18 8 19 20 21 7 22 4x4 = JL24 1.5x4 JL24 JL24 1.5x4 II JL24 JL24 4x4= I 3-5-0 I 8-0-0 I 8-7-0 I 12-0-0 1 3-5-0 2-7-0 2-7-0 3-5-0 LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.06 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.15 7-8 >942 180 TCDL 7.0 Rep Stress Ina NO WB 0.08 Horz(CT) 0.03 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:43 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins,except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(4-5-2 max.):3-0. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=809/0-5-8,5=809/0-5-8 Max Horz 2=-40(LC 7) Max Uplift2=-287(LC 6),5=-287(LC 7) Max Gray 2=1006(LC 29),5=1006(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1690/366,3-15=-1564/362,15-16=-1564/362,16-17=-1564/362,4-17=-1564/362, 4-5=-1690/364 BOT CHORD 2.18=-310/1564,8-1810/1564,8-19=-310/1564,19-20=-310/1564,20-21=-310/1564, 7-21=-310/1564,7-22=-310/1564,5-22=-310/1564 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min root live load of 20.0 psf or 1.00 times Sat roof load of 25.0 psf on overhangs ���Ep PROFF`rLS non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. \Cj 0NGI N�FR /O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,. 2'9 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will e 89200 P E 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 5.This connection is for uplift -• only and does not consider lateral forces. In10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �4 ORE ir GON Dr mac(/ 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the /O '9 Y 14 g01 '�- left end to 9-11-4 to connect truss(es)to back face of bottom chord. A. R R L�eQ` 13)Fill all nail holes where hanger is in contact with lumber. .s7 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)169 lb down and 94 lb up at 3-11-12,and 122 lb down and 96 lb up at 6-0-0,and 169 lb down and 94 lb up at 8-0-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 15 In ContintheLOAon D gC. SE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). August 15,2016 A WARNING-Verify design parametna end READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MN-7473 ray.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,note a truss system.Before use,the building designer must verify the applcobility of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/tPl1 Quality Cleric,DSS-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type City Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278199 66917_STONERIDGE-PAR-2 KO1 California Girder 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:12 2016 Page 2 ID:Cc7ZFubPPxxNUYzLFC5S3NynZOg-WA42LwgZg951 TuE2oVINVUacpX13sQ4Fg?bfPynXIH LOAD CASE(E) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,9-12=-20 Concentrated Loads(lb) Vert:15=-119 16=-56 17=-119 18=-3(B)19=-17(B)20=-18(B)21=-17(B)22=-3(B) r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE MII-7473 rev.fe,032015 BEFORE USE • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collopse with possLsle personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPU Quailfy Criteria,DS8.89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job s Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278200 58917_STONERIDGE-PAR—i K02 Common 3 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:13 2016 Page 1 ID:Cc72FubPPXXNUYzLFC5S3NynZ0g-_NeQYGgBRSDu52pELCpc2Zsr00WVoJ WDUKI9CrynXIG -2-0-0 I 6-0-0 12-0-0 14-0-0 H 2-0-0 6-0-0 _ 6-0-0 2-0-0 Scale=1:26.3 4x4= 3 4.00 12 m 13 14 ri 2 4 to1 5 3x4 = 1.5x4 3x4= 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets(X,V)- [2'0-]_14 Edgel.14:0-1-14.Edge] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL in (lac) I/dell Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.06 6-9 >999 180 BCLL 0.0 ' Rep Stress InaYES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G M7ek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=632/0-5-8,4=632/0-5-8 Max Horz 2=-52(LC 11) Max Uplift2=-232(LC 10),4=-232(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-787/195,3-13=-735/207,3-14=-735/207,4-14=-787/195 BOT CHORD 2-6=-108/698,4-6=108/698 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 0-9-12,Interior(1)0-9-12 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads. ��I] PR�FF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 6)`This truss has been designed for a live load of 2D.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �Gj NGti NEFR s/(7 fit between the bottom chord and any other members. ,C7 29 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200 P E 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift only and does not consider lateral forces. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. CC 3G �OREGON a �[0 7FRRILL EXPIRES: 12/31/2017 August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiFeke connectors.This design is based only upon parameters shown,and is for an individual building component,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' -s always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandna,VA 22314. Corona,CA 92680 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278202 16917_STONERIDGE-PAR-i LO1 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:14 2016 Page 1 ID:Cc7ZFubPP1aN UYzLFC5S3NynZOgSZCpmchpCmUiCORvwLrbmOzcdEoXnpNj_UiklynXlF I _._ -2-0-0 3-5-0 1 3-11-11 I 5-4-0 5+ 2-0-0 3-5-0 0-8-11 1-4-5 0-1-8 4x6 % Scale:3/4"0' X 1.5x4 '.I 4 4.00 12 0 -.-5- 3x4 II 2 N I r r ce 11 6 12 7 JL24 JL24 1.5x4 I 9 6 3x4 II 1.5x4 11 I- _ 3-5-0 5-4-0 5155--$$ 3-5-0 1-11-0 0.1 LOADING(pat) SPACING- 2-0-0 CSI. DEFL in (lac) I/dell lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.03 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.09 8-9 >643 180 TCDL 7.0 BCLL 0.0 " Rep Stress InaNO WB 0.03 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins:3-5. WEBS 2X4 DF Std G'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-9:2X6 DF No.2 G Mffek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=397/0-5-8,7=235/Mechanical Max Horz 9=74(LC 6) Max Uplift9=-183(LC 6),7=-47(LC 7) Max Gray 9=583(LC 26),7=242(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=472/191 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q PR 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 will <G� FFu. fit between the bottom chord and any other members. Gj� NG) k- %,s/O2 8)A plate rating reduction of 20%has been applied for the green lumbar members. �C� 9)Refer to girder(s)for truss to truss connections. kc 89200 P E 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. CC 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -` OREGON A �((/ 14)Use USP JL24(With 10d nails into Girder 8 NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. /Q '9r 14 20.04 '� 415)Fill all nail holes where hanger is in contact with lumber. il'i cp Q` 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)80 lb down and 57 lb up at `r7 R I)1,-k 3-11-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12/31/2017 LOAD CASE(S) Standard August 15,2016 Continued on page 2 4 r WARNING- II Verify design parameters and READ NOTES ON TM AND INCLUDED AIRED REFERENCE PAGE Mrr-7473 rev,10/03/2015 BEFORE USE. Design valid for use only with Mrtek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not e a truss system.Before use,the building designer must verify the applicabirty of design parameters and properly incorporate this design into 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 requied for stability and to prevent collapse with possible personal injury and property danraye. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/,PI1 Quality Criteria,D5B-89 and SCSI Building Component 250 thug Circle Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92680 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278202 $€917_STONERIDGE-PAR-2L01 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:14 2016 Page 2 ID:Cc7ZFubPPx(NUYzLFC5S3NynZOgSZCpmchpCmLIiCORvwLrbmOzcdEoXn pNj_UiklynXIF LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-2=-64,2-3=-64,3-5=-64,6-9=-20 Concentrated Loads(lb) Veil:10=-31 11=-6(B)12=-13(B) WARNING-VerMy design puemeNrs and READ NOTES ON 771/S AND INCLUDED MITEK REFERENCE PAGEMN-T/T9 ray.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 apptcobility of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mire IC 6 always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI(TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely IMomration available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexondno,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278203 f8917_STONERIDGE-PAR-4 L02 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:15 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-wllBzyiRz4TcKMzdTds47_x6d0d4GESWxeEGGkynXIE I -2-0-0 1 5-5-8 2-0-0 5-5-8 Scale=1:19.7 3 4 3x 4.00 • 9 • 3x4 II 8 2 A 6 1 r r hal 114. 7 3x4 I1 5 3x4 II I 5-5-8 I 5-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.04 6-7 >999 180 TCDL 7.0 Rep Stress Ina- YES WB 0.00 HOrz(CT) 0.00 6 n/a n/a BCLL 0.0 * Code IBC20151TP12014 (Matrix-S) Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G'Except' MiTek recommends that Stabilizers and required cross bracing 2-7:2X6 DF No.2 G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=382/0-5-8,6=200/Mechanical -- Max Horz 7=132(LC 11) Max Uplift7=-187(LC 10),6=-64(LC 14) Max Gray 7=392(LC 21),6=230(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-346/281 NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ce,E•p PR OFF fit between the bottom chord and any other members. tr 7)A plate rating reduction of 20%has been applied for the green lumber members. GJ� NG1 NEF• s4O 8)Refer to girder(s)for truss to truss connections. �� .T ?i9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. 9200 P E f 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only /� and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16•structural wood sheathing be applied directly to the top chord and'A"gypsum r sheetrock be applied directly to the bottom chord. -!I y` ,�OREGOI �O 9 e /4 EXPIRES: 12/31/2017 August 15,2016 I AWARNING•Verify design paramabrs end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NN-7473 rev.10/03/2015 BEFORE USE. fat Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buikling 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/TP11 Quality Cdterla,DSB-119 and SCSI Bulking Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N,Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 I K2278205 t8917_STONERIDGE-PAR-4.MO1 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:16 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZOg-OyJZAlj3kNbTyVYp1 LNJgBULmQw7?h_gAlzpoAynXID F.-. -2-0-0 I3-5-0 $11-111 5-0-5 I5-7-01 9-0-0 -I—. 11-0-0 I 2-0-0 3-5-0 13-0-11 1-0-10 6-8-11 3-5-0 2-0-0 Scale=1:25.3 4x4 4x4 4.00 12 3 1 1x 4 17 20 F. — 2 fn1 ff11 r1 f1 f1 f1 fn1 I1 _ 5 16 Il ll — II II II II ll II �� 21 8 Ih i ' 22 .5 23 24 7 25 . ` 4x4 = JL24 1.5x4 IIJL24 JL24 1.5x4 �.I JL24 4x4= I 3-5-0 I 5-7-0 8-5-8 19-0-0 I 3-5-0 2-2-0 2-10-8 0--8-8 Plate Offsets(X Y1-- 12:0-3-2.Edgej.[5:0-3-2.Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.03 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.05 8 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.05 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 • BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) 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,except BOT CHORD 2X4 OF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-0. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=557/0-5-8,5=600/D-5-8 Max Horz 2=40(LC 6) Max Uplift2=-218(LC 6),5=-229(LC 7) Max Gray 2=743(LC 29),5=798(LC 29) FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-749/131,3-17=-686/133,3-18=-664/139,18-19=-064/139,4-19=-664/139, 4-20=-697/138,5-20=-769/132 BOT CHORD 2-22=-88/664,8-22=-88/664,8-23=-88/664,23-24=-88/664,7-24=-88/664, 7-25=-88/664,5-25=88/664 NOTES- 1)Wind:ASCE 7-10;Vult=140m ph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��0 PR Q/CF 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs \��� NG[N�F9�1�0 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �, 2"9 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �' 89200 P 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 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. ,./ /,e 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 5.This connection is for uplift 0 rt only and does not consider lateral farces. 12... OREGON Co 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <O 9Y 7 4 201 ± 12)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the /� RP- left end to 6-11-4 to connect truss(es)to front face of bottom chord. ElR R LL 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)77 lb down and 48 lb up at 3-11-12,and 77 Ib down and 48 lb up at 5-0-4 on top chord. The design/selection of such connection device(s)is the responsibility of EXPIRES: 12/31/2017 Continuedon page 2 August 15,2016 1 1 -- WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE MI/-7473 rev-1 010 312 0 1 8 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on indrvidual building component,not No. a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IfI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278205 1E917STONERIDGE-PAR-2M01 California Girder 1 1 Job Reference(optional) _ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:16 2016 Page 2 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-OyJZAIj3kNbTyVYp1 LNJgBULmOw7?h_gAlzpoAynXID NOTES- 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,9-12=-20 Concentrated Loads(lb) Vert:18=-52 19=-52 22=-3(F)23=17(F)24=-17(F)25=-3(F) Alk WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MO-]/]3 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 thk design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSI/TMI Qualify Catena,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 92580 Job - Truss 'Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278206 119917_STONERIDGE-PAR-:M02 Common 1 1 'Job Reference(optional) Pacific Lumber F.Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:17 2016 Page 1 ID:Cc7ZFubPPsc NUYzLFC5S3NynZOg-s84rOejhVhjKZf70a2uYCP0YPgl?k88pPyjMLdynXIC I -2-0-0 4-6-0 7-11-8 I 2-0-0 4-6-0 3-5-8 Scale=1:18.9 4x4= 3 18 4.00 12 17 4 3:4 16 15 2 n 1 6 1.5x4 II 3:4 = 4x6 II 0-6-8 I _._._ 4-8-0 7-11-8 I 0-6-8 3-11-8 3-5-8 Plate Offsets(X Y)- [5:0-3-0 0-2-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defi L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.02 6-9 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:30 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G 1MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x4 DF No.1&Btr-G 2-6-0 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=287/Mechanical,2=510/0-5-8 Max Horz 2=72(LC 10) Max Uplif5=-69(LC 11),2=-208(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-391/152,15-16=381/152,16-17=-338/158,3-17=-326/161,3-18=-323/168, 4-18=-338/166,4-5=-283/145 BOT CHORD 2-0=-112/321,5-6=-112/321 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 4-6-0,Exterior(2)4-6-0 to 7-3-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ,`�Q` - D PROFFss non-concurrent with other live loads. 5)This truss has been designed for a 10.D psf bottom chord live load nonconcurrent with any other live loads. \Ca �JGI N4-, /0 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 4y fit between the bottom chord and any other members. cc '9200 P E �c" 8)A plate rating reduction 20%has been applied for the green lumber members. 8)Refer to girder(s)for trrussss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only a ' •and does not consider lateral forces. 4/ 11)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and%,gypsum -L �>OREGON�b, �C( sheetrock be applied directly to the bottom chord. /0 -"CI).- 1 4 2� P+ MEi4RIL\- 6 EXPIRES: 12/31/2017 August 15,2016 WARNING- 1�Verify my with MiTek® parameters connectors. NOTES design THISsbased only upon orornREFEhown, PAGEor1en individual boii159co USE. �' Design valid .for use only with MRedin co esigne rs.This is f sign p parameters parameters and is for on individual thish de component,thenot a buss system.Before use,the building designer must verify the applicability of design parameters and properly incoryorate design into 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 requted 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 true systems,see ANSI(TM1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexondne,VA 22314. Corona,CA 92880 Job Truss Truss Type - Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278207. ig917_STONERIDGE-PAR-4 M03 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:18 2016 Page 1 ID:Cc7ZFubPPxxN UYzLFC5S3NynZ0g-LKRJb_kJG7rBBpiC8mPnlcZjn EexTbNyecSwt3ynXIB 4-6-0 7-11-8 _ 4-6-0 3-5-8 Scale=1:15.1 4x4 = 2 17 4.00 12 16 3 5 3x4 14 4 1 yf B OJ d _ d rr • / \ 5 1.5x4 3x4= 4x8 II 0-6-8 4-8-0 7-11-8 0-6-8 3-11-8 3-5-8 Plate Offsets IX.Y)- f1:0-2-14 0-0-21.14:0-3-15,0-1-71 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 5-12 >999 240 MT20 220/195 (Roof Snaw=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 5-12 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 • BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x4 DF No.1&Btr-G 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=370/0-5-8,4=298/Mechanical Max Horz 1=38(LC 14) Max Uplift1=-96(LC 10),4=-71(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-424/165,14-15=-374/170,15-16=-374/170,2-16=-359/173,2-17=-360/182, 3-17=-374/180,3-4=-269/143 BOT CHORD 1-5=-125/355,4-5=-125/355 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft:Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-6-0,Exterior(2)4-6-0 to 7-3-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially 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. stD P R Opp 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 \i G(NER:n fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 9 7)Refer to girder(s)for truss to truss connections. �' 89200PE 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4.9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and „9/ does not consider lateral forces. • • 4411111P. _ 10)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and Yn"gypsum ' 411; Q sheetrock be applied directly to the bottom chord. -7 4,OREGON C. ,`sty 'O 9y14 2�1P} MFRRILA- �' EXPIRES: 12/31/2017 August 15,2016 r WARNING-Verify design parametrs and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE Mu.7473 rev.10103/2015 BEFORE USE. l_ Design valid for use only with Milek'S connectors.This design is based only upon parameters shown,and is for on individual building component,not �° o truss system.Before use,the building designer must verey the applicability of design parameters and properly incorporate this design info the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify CrBarla,DSB-B9 and SCSI Bulking Component 250 Klug Circle Solely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexonrlia,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278209 118917_STONERIDGE-PAR-s NO1 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Mon Aug 15 16:16:19 2016 Page 1 I D:Cc7ZFubPPxxxNUYzLFC5S3NynZOg-pX?ipKIy01z2pzHOiTw0lg6hLesbCvu6sGCTPVynXIA -2-0-n 5-2-0 I 5-11-11 1 8-0-7 11-0-0 2-0-0 5-2-0 0-9-11 2-0-12 2-11-9 Scale=1:22.4 5x8 1\ 5x6 II 3 771 4.00 12 0 1n 11 19 8 N 2 I b ) 13 14 6 15 16 17 5 7 JL24 JL24 3x4 II JL24 JL24 JL24 4x4 = 4x12 II 5-2-0 1 8-0-7 11-0-0 I 5-2-0 2-10-7 2-11-9 Plate Offsets(X Y)- [4-Edge.0-3-8].[7:0-5-8.Edge] _ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.05 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.14 5-6 >918 180 TCDL 7.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 f}CDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G`Except' TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except 3-4:2X6 OF No.2 G end verticals,and 2-0-0 oc purlins(5-3-4 max.):3-4. BOT CHORD 2X8 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing 2-7:2X6 DF No.2 G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=1056/Mechanical,7=840/0-5-8 Max Horz 7=121(LC 7) Max Uplift5=-317(LC 10),7=-290(LC 6) Max Gray 5=1090(LC 26),7=1076(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-1186/231,3-8=-1089/242,4-5=-568/282,2-7=-876/286 BOT CHORD 7-13=-239/1042,13-14=-239/1042,6-14=-239/1042,6-15=-251/1040,15-16=-251/1040, 16-17=-251/1040,5-17=-251/1040 WEBS 3-6=0/315,3-5=-975/218 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25f1;Cal.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. Q. O PRQp- 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs \�'��(• NAG N��9 s�O non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �� ?i9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $9200 P E 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. CC 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=317. -7 4,OREGON �Q.// 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only 1,... �Dr 1 and does not consider lateral forces. <O 11 r 14 2� PT 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MFR R L� 14)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced al 2-0-0 oc max.starting at 2-0-12 from the - left end to 9-11-0 to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 t r a WARNING- Ma Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER PAGE -7473 rev.11Y032015 BEFORE USE. Design valid for use only with Wok®connectors.This design is based only upon parameters shown,and is for an individual building component,not es a truss system.Before use,the building designer must verify the applicobility of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 Quality Cdterla.DSB•89 and SCSI Building Component 250 I9ug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Carona,CA 92880 Job Truss Truss Type City Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278209 1%917_STONERIDGE-PAR-2N01 ROOF SPECIAL GIRDER 1 1 Job Reference(optional Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:19 2016 Page 2 I D:Cc7ZFubPPIocNUYzLFC5S3NynZ0g-pX?ipKly0Iz2pzHOiTw0Ig6hLesbCvu6sGCTPVynXIA NOTES- 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)98 lb down and 90 lb up at 5-11-12,and 553 lb down and 285 lb up at 8-0-12,and 206 lb down and 153 lb up al 9-11-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,3-4-64,5-7=20 Concentrated Loads(lb) Vert:9=49 10=-486 12=-136 13=-22(B)14=-30(B)15=-42(B)16=-56(B)17=-41(B) �� WARNING-Varf/y tlasign parameters antl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M//-](]9 rev.1W09/25f5 aEFORE 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 11 '- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB•89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job s Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278210 1$917_STONERIDGE-PAR-2NO2 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:18:20 2018 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-HjZ40gmanc5vQ7sbGARFg1exY1INxSaF5wx0yxynXl9 1 -2-0-0 7-5-0 1-11.111 _. 9-11-8 2-0-0 7-5-0 0-6-11 1-11-13 5x6 Scale=1:25.2 1.5x4 II 4 4.00 12 4x8 11 2 1 _ 1 6 5 7 1.5x4 II 3x4= 3x4= 7-5-01 9-11-8 1 _... 7-5-0 2-6-8 Plate Offsets(X Yl- [3:0-2-0.0-1-121 LOADING(psQ SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.04 6-7 >999 24D MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 6-7 >847 180 TCDL 7.0 I Rep Stress!nor YES WB 0.20 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2X4 DF No.1&B1r G 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2X4 DF Std G'Except' BOT CHORD Rigid ceiling directly applied. 2-7:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=589/0-5-8,5=657/Mechanical Max Horz7=161(LC 11) Max Uplift7=-242(LC 10),5=-222(LC 10) Max Gray 7=855(LC 30),5=724(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-601/93,8-9=-508/99,3-9=-478/110,4-5=-265/130,2-7=-784/321 BOT CHORD 6-7=-210/456,5-6=-213/450 WEBS 3-6=0/261,3-5=-766/296 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.opst;h=25ft;Cal.II;Exp B;enclosed;MWFRS (envelope)gable and zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-6-12,Exterior(2)7-6-12 to 9-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ��D P ROFF 3)Unbalanced snow loads have been considered for this design. • <(, s 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �GJ� NGI NE9 so non-concurrent with other live loads. �C7 29 5)Provide adequate drainage to prevent water ponding. e 9200 P E r 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 chord for niot load of 2 eOpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Ij` ,.CC fit between the bottom chord and anyother 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(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except t=lb 5=222. OREGON C(/ Pa P P U- ) /r dj 1b` 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only �O q y 14 2� and does not consider lateral forces. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r"A"gypsum Fr7 R 1 L- sheetrock be applied directly to the bottom chord. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 I A WARN,NO-Verify design parameters eed READ NOTES ON TNlS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MSek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��- a truss system.Before use,the building designer must verily 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 Ml l;T ek" Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI(TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Cirde Safely Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexondna,VA 22314. Corona,CA 921380 Job ' Truss Truss Type at,/ Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278210 1%917_STONERIDGE-PAR-2 NO2 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:20 2016 Page 2 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-HjZ40gmanc5v07sbGARFg1exY11NxSaF5wx0yxynXl9 NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)191 lb down and 132 lb up at 7-11-12,and 157 lb down and 77 lb up at 9-9-12 on lop chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,3-4=-64,5.7=-20 Concentrated Loads(lb) Vert:4=-157 10=-141 a WARNING-Verty design perimeters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII-74T3 rev.18Po3/2015 BEFORE USE ��• Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual building component,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/7I1 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 STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278211, 1f917_STONERIDGE-PAR-:NO3 MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MITek Industries,Inc. Mon Aug 15 16:16:20 2016 Page 1 ID:Gc7ZFubPPxxNUYzLFC5S3NynZ0g-HjZ40gmanc5vQ7sbGARFg1 eyWl HYxSRF5wx0yxynXl9 I -2-0-0 4-11-4 I 9-11-8 I 2-0-0 4-11-4 5-0-4 Scale=1:27.9 4 5 3x 4.00 12 12 3x4 3 11 • 4x4 i I 10 2 XX 8 7 9 1.5x4 h e 4x4 II 3x5- I 4-11-4 9-11-8 4-11-4 5-0-4 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.03 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.07 7-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-S) Weight:46 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G'Except" MiTek recommends that Stabilizers and required cross bracing 2-9:2X6 DF No.2 G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=556/0-5-8,7=404/Mechanical Max Harz 9=206(LC 11) Max Uplift9=-225(LC 10),7e_132(LC 14) Max Gray 9=578(LC 21),7=481(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-515/93,3-10=-500/104,2-9=-487/285 BOT CHORD 8-9=-218/428,7-8=-218/428 WEBS 3-7=-435/175 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf ar 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ñGIN ��0 PR 0F� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 S 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 willfit between the bottom chord and any other members. l'9 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200P E 8)Refer to girder(s)for truss to truss connections. / 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)7=132. 7' 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9.This connection is for uplift only - !'P_ _ and does not consider lateral forces. - /FA- 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'',"gypsum L 44/ sheetrock be applied directly to the bottom chord. �OREGON Da A, /0 )- -14 2-13' 4 4/6- RRI0- 6 EXPIRES: 12/31/2017 August 15,2016 1 I WARNING- �Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 ray.10103R015 BEFORE USE Mi Design valid for use only with hMnek®connectors. roust design is based only upon parameters shown. po for anicor ud building componentnot a truss system.Before use,the building designer must verify the pppicpbility of design parameters and properly Incorporate this design into 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 atways required for stability and to prevent collapse 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,DSS-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandno,VA 22314. Corona,CA 92880 L917_STONERIDGEPAR ob Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278213 -:SA01 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:21 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-Iv7SE?nCYwDm2HQnpuzUNFBC4RhDgyxPKahaUOynXl8 I -2-0-0 I1.11-11 - _.__. . _._._ 240 2-0-0 1-11-11 04-5 Scale=1:11.4 3 4.00 12 6 1 3x4 II 2 - a M I 5 4 3x4 II I 1-11-11 2+ t 1-11-11 t . LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G GOT 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) 5=295/0-5-8,4=-4/Mechanical Max Horz 5=77(LC 11) Max Uplift5=-184(LC 10),4=-4(LC 1) Max Gravy=296(LC 21),4=32(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-260/280 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL 6.opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.D psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. izsto P R Q 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 �' ��u5' fit between the bottom chord and any other members. \,„ 0JGINEF9 ,v, 7)A plate rating reduction of 20%has been applied for the green lumber members. ,� 2-9 8)Refer to girder(s)for truss to truss connections. Q 89200 P E l 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 4.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -7 ,�OREGON �1Q QIN DER R Ik-V- EXPIRES: 12/3112017 August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITRIC REFERENCE PAGE MII.7473 is,,.10/03/2015 BEFORE USE. pat Design valid for use only with MSek®connectors.This design is based only upon parameters shown,and is to 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 onty.Additional temporary and permanent bracing M'Tel(' Is always required for stability and to prevent collapse 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/TPt1 Quality Criteria,DSB-89 and BC51 Balding Component 250)(lug Circle Safety Inlet/nation available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278214 1.6917_STONERIDGE-PAR-2SA02 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:22 2016 Page 1 ID:Cc7ZFu bPP1ccNUYzLFC5S3NynZog-D5hgRLngJDLd9Q?zNbUjvSkN5r0yPPBW EQ70gynXI7 -2-0-0 2-0-0 3-11-11 2-0-0 2-0-0 1-11-11 Scale=1:14.9 3 4.00 12 8 7 3x4 M N 2 5, N 6 1 5 4 3x4 I 2-0-0 2-0-0 LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) 0.00 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-M) Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=321/0-5-8,3=86/0-1-8,4=8/Mechanical Max Harz 5=86(LC 10) Max Uplift5=-172(LC 10),3=-63(LC 14),4=-16(LC 20) Max Gray 5=326(LC 21),3=101(LC 21),4=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-300/248 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Dpsf;h=25ft;Cal.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. P 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q R Q F`tS 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 �E fit between the bottom chord and any other members. \J� 0NG'NEt: c0 7)A plate rating reduction of 20%has been applied for the green lumber members. ,� 2'9 8)Refer to girder(s)for truss to truss connections. •9200 P E r Provide mechanical connectionec otndrs)oto truss o betruss g blateear at joint(s)3. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,3,and 4.This connection is for uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4/ �O q y 14,2°1 MERR►LL EXPIRES: 12/31/2017 August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mu.7473 rev.10'0312015 BEFORE USE. mit Design valid For use only with MiFek®connectors.This design is based only upon parameters shown,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 l 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 Jr stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and thus systems.see ANSI/11I1 Quality CrBeda,DSB-B9 and BCSI Budding Component 250 Klug Circle Solely Inlormallon available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job ` Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278215 1%917_STONERIDGE-PAR-25B01 Jack-Open 1 1 Job Reference(optional),_. Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:22 2016 Page 1 ID:Cc7ZFubPPIacNUYzLFC5S3NynZ0g-D5hq RLngJ DLdgQ?zNbUjvSkNgrOG PP BYYEO7agynXl7 I -2-0-0 1-11-11 2-6-0 2-0-0 1-11-11 0-0-5 Scale=1:11 4 3 4.00 FIT 01 6 3x4 I I 2 1 IMTI 1 i Ici 5 3x4 II I 1-11-11 2{}0 1-11-11 045 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 BCDL 10.0 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals, WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 5=295/0-5-8,4=-4/Mechanical,3=0/Mechanical Max Horz 5=57(LC 10) Max Uplift5=-176(LC 10),4=-8(LC 20),3=-42(LC 20) Max Gray 5=296(LC 21),4=29(LC 5),3=4(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-255/248 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 limes flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R 0 PR OFF 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 ‘G 0 fit between the bottom chord and any other members. �.. �NGtNEF9 s/� 7)A plate rating reduction of 20%has been applied for the green lumber members. �. 2'9 8)Refer to girder(s)for truss to truss connections. 89200 P E 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,4,and 3.This connection is for uplift only and does not consider lateral forces- . s' , 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. . ( p _ 11674-- - ,�OREGONex �lV� <0 9" 14 2O\ P-1- ' RILk- 0 EXPIRES: 12/31/2017 August 15,2016 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGEMII.7473 rev.10103/2015 BEFORE USE Design valid for use only with Wert/connectors.This design is based only upon parameters shown,and is for an individual building component.not • a true system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buiding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek,is okays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSI/Tell Qualtty Criteria,DSB-89 and BCSl Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Sure 312,Alexondna,VA 22314. Corona,CA 92880 Job . Truss Truss Type Qty !Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 4917_STONERIDGE-PAR-2SB02 Jack-Open 1 1 K2278216 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:23 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-hlECehoS4XUTHae9xJ7ySgGYrFMBBsCihnuAhYGynXI6 I -2-0-0 2-0-0 I 7-11-11 1, 2-0-0 2-0-0 1-11-11 Scale=1:14.9 4.00 12 3 1$ 8 7 3x4 11 m ;5'6 2 W ry 1 I EIIIIIIIII 111111.. 5 4 3x4 II I 2-0-0 I 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (be) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(a) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) 0.00 4-5 >999 180 TCDL 7.0 Rep Stress Incr. YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-M) Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=321/0-5-8,3=86/Mechanical,4=8/Mechanical Max Horz 5=86(LC 10) Max Uplift5=-172(LC 10),3=-63(LC 14),4-16(LC 20) Max Gray 5=326(LC 21),3=101(LC 21),4=33(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-300/248 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0paf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psi or 1.00 times flat roof load of 25.0 psi 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. �E� PROFF 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 s fit between the bottom chord and any other members. 1%. �NG(NFF49 s�t2 7)A plate rating reduction of 20%has been applied for the green lumber members. ,� 2'9 8)Refer to girder(s)for truss to truss connections. Q 89200 P E r 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,3,and 4.This connection is for uplift only and does not consider lateral forces. � /' / 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -7 4,OREGON a �44/ /O 9k14 SC).‘ P} ti'' RP FRRIL-- EXPIRES: 12/31/2017 August 15,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGEMR-7p3 nw..10/032015 BEFORE USE. Mill Design valid for use only with Mdek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overal building design. Bracing indicated is to prevent buckling of individual truss web and/a chord members only. Additional temporary and permanent bracing MiTek' is always required tor stability and to prevent collapse 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/T911 Qual ly Criteria,DS5-59 and SCSI Sulking Component 250 Klug Circle Safety INormalbn available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandiia,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278217 4917_STONERIDGE-PAR-2SC01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MTek Industries,Inc. Mon Aug 15 16;16:23 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0ghIECehoS4XUTHaa9xJ?ySgGYaFMVBsQhnuAhYGynXl6 I -20-0 1-Il-il 2- 0 2-0-0 1-11-11 045 Scale=1:11.4 4.00 12 3 H 6 3x4 I I 2 1111111 1 I-I I- d' d 5 4 3x4 I I I 1-11-11 2 r --.-. _ 1-11-11 r :5 LOADING(PSI) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 4-5 >999 180 TCDL 70 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 BCDL 10.0 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins, except BOT CHORD 2X4 DF No.18Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=295/0-5-8,4=-4/Mechanical,3=0/Mechanical Max Horz 5=57(LC 10) Max Uplift5=-176(LC 10),4=-8(LC 20),3=-42(LC 20) Max Gray 5=296(LC 21),4=29(LC 5),3=4(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-255/248 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p PR Q 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 • ��t �FS fit between the bottom chord and any other members. �CO� `NC71tN��� s/O 7)A plate rating reduction of 20%has been applied for the green lumber members. �Qf V 2 8)Refer to girder(s)for truss to truss connections. �- 89200P E "9r 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,4,and 3.This connection is for uplift only and does not consider lateral forces. �'- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OIL OREGON �tvi --O � 14,2-°1 P+ MRRl0- 0 EXPIRES: 12/31/2017 August 15,2016 WARNING- designit Verilyly parameters end ctors NOTES ON THISsbased INCLUDEDlyuponarametEPEhown,and is orIan73rev.uW8YLpf5aEomp USE. ��• Design validforefoe use,withhMRed®co designers.This design is applicability obili of sign parameters sewn and properly individual this ggnmpothe not a truss system.Before use,the building designer muss verity the applicability of design and property incorporate design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi1ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bating of trusses and truss systems,see AN51(TPI1 Quality Criteria,DSB.89 and BCSI Building Component 250 tkg Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alesondna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 ' K2278218 4917_STONERIDGE-PAR-4 SK01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:24 2016 Page 1 ID:Cc7ZFubPPIorNLJYzLFC5S3NynZ0g-9Uobs1 p4rrcKvk9MVOWB7tpknfjKtJgr0YvE5 ynX15 -2-0-0 - 2-0-0 1-11-11 0- 5 Scale=1:8.7 3 li4.00 I12 2 i 711 diglid111111111111.1.111 'op M 3x4= I 1-11-11 2-��1.00 _.. 1.11-11 ObS Plate Offsets(X.Y)- ]2:0-1-6.Edge] _ LOADING(psf) SPACING- 2-0-0 CSI- DEFL in (lac) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC20151TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purling. BOT CHORD 2X4 DF No.1&Btr G SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=260/0-5-8,4=6/Mechanical,3=27/Mechanical Max Harz 2=69(LC 10) Max Uplift2=-160(LC 10),4=-5(LC 20),3=-15(LC 14) Max Gray 2=262(LC 21),4=26(LC 5),3=30(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 0-9-12,Interior(1)0-9-12 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,i1/40 PR OFF fit between the bottom chord and any other members. \ N I N E FR 11 7)A plate rating reduction of 20%has been applied for the green lumber members. GJ `JI 8)Refer to girder(s)for truss to truss connections. i� 2 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for ' 89200 P E uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. v yL ,,OREGON a /10 "O 9y14,2 ' - Iii -R R IO-� EXPIRES: 12/31/2017 August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/101S BEFORE USE NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Qually Criteria,D5B-a9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K22713219 11917_STONERIDGE-PAR-:SL01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:24 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-9Uobs1 p4rrcKvk9MV0WB7tpjKfjwtJgr0YvE5jynXl5 -2.rM I 1-1141 2-p-0 2-0-0 1-11-11 0- Scale=1:11.4 3 4.00 12 6 3x4 II 2 I- �s 5 4 3x4 I I 1-11-11 2' r 1-11-11 r r LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 5 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 (Matrix-M) Weight:9 lb FT=20% BCDL _ 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Bar G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=295/0-5-8,4=-4/Mechanical Max Horz 5=77(LC 11) Max Uplfl5=-184(LC 10),4--4(LC 1) Max Gray 5=296(LC 21),4=32(LC 5) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 25D(lb)or less except when shown. TOP CHORD 2-5=-260/280 NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��Q P RQ 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 ��G F�tx.o fit between the bottom chord and any other members. ,Gj NGINFF O 7)A plate rating reduction of 20%has been applied for the green lumber members. ,� 2'9 8)Refer to girder(s)for truss to truss connections. �- 89200 P E 1' 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 4.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r- �G OREGON1� IUQ /O -9 14,2- P� MFRRIt_�- e' EXPIRES: 12/31/2017 August 15,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M0.703 rev.10/032018 BEFORE USE. Design valid for use only with Mired/connectors.This design is based only upon parameters shown,and is for on individual building component,not MI/ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate This design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is°Ways required for stability and to prevent collapse 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/Telt Quality Criteria,DSB-B9 and BCSI Bolding Component 250 Krug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278220 15917_STONERIDGE-PAR-2SM01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:24 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3NynZ0g-9Uobs1 p4rrcKvk9MVOWB?tpknhKtJgr0YvE5rynXl5 -2-0-0 1-11-11 2-0-00 2-0-0 1-11-11 045 3 1 / Scale=1:8.7 4.00 12 r 2 /1( 4 1 344= 1-11-11 _ 2400 1-11-11 045 Plate Offsets(X.Y)-- [2:0-1-6.Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 " BCDL 10.0 Code IBC20157TP12014 (Matrix-M) Weight!9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=260/0-5-8,4=6/Mechanical,3=27/Mechanical Max Horz 2=69(LC 10) Max Uplift2=-160(LC 10),4=-5(LC 20),3=-15(LC 14) Max Gray 2=262(LC 21),4=26(LC 5),3=30(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cal.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to D-9-12,Interior(1)0-9-12 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will PEO PR OF�C fit between the bottom chord and any other members. G[N n 7)A plate rating reduction of 20%has been applied for the green lumber members. 5 F 8)Refer to girder(s)for truss to truss connections. � N O2'9 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for - 89200PE uplift only and does not consider lateral forces. • 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7 4.,,OREGON A,[r✓Q �O '44- 142c 4 111 FRR11�- .e) EXPIRES: 12/31/2017 August 15,2016 A 1 / WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrIEK REFERENCE PAGEMN-74T9 rev.1da12p15 BEFORE USE. Design valid for use only with Mnek®connectors.This design is based only upon parameters shown,and is for on individual building component,not - a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord member only.Additional temporary and permanent bracing M?ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PI1 Quality CrBeda,D58-89 and SCSI Building Component 250 Klug Circle Safety Infomralion available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Oly Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278221 11917_STONERIDGE-PAR-2 SMOIA Jack-Open 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 7.840 s Nov 10 2015 Week Industries,Inc. Mon Aug 15 16:3908 2016 Page i I D:Cc7ZFubPPxxN UYzLFC5S3NynZDg-yRMAzG3fH9GOeaGMrwbrgW Ki UsDR UT3C0XuoE6yn WXZ -2-0-0 1-11.11 2-pr0 2-0-0 1-11-11 045 / Scale=1:3.6 3 1)( 4.00 12 2 ` / 4 344- PROVIDE ANCHORAGE,DESIGNED BY OTHERS,AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HOR2.REACTIONS SPECIFIED BELOW. 1-11-11 2-Ji0 1-11-11 0-3-5 Plate Offsets(X,Y)—_L2_0-0-14,Edge1 LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 n/r 120 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code IBC20127TP12007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Sheathed or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-D oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 4=19/Mechanical,3=278/Mechanical Max Horz 4=-709(LC 1),3=709(LC 1) Max Uplift4=-10(LC 12),3=-129(LC 12) Max Gray 4=29(LC 3),3=278(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-707/758 BOT CHORD 2-0=-709/738 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;enclosed;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 0-9-12,Interior(1)0-9-12 to 1-11-9 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. �� 4)A plate rating reduction of 20%has been applied for the green lumber members. ED PROF Fs 5)Refer to girder(s)for truss to truss connections. NCO NO% s NEF /*3 6)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 4.This connection is for uplift C 9 only and does not consider lateral forces. -� 7)Non Standard bearing condition. Review required. - :9200P 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This truss is designed for a creep factor of 3.00,which is used to calculate the total load deflection. APIP -77 OREGON �lV� /O 9r142°�t'tP+ MRRIk_-� EXPIRES: 12/31/2017 August 15,2016 AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mr1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek41 connectors.This design is based only upon parameters shown,and is for an individual building component,not • o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buiding 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 system,see ANSI/Trit Quality Criteria,DSB-89 and BCSI Banding Component 250 Klug Circle safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 • K2278222 18917_STONERIDGE-PAR-2SNO1 Jack-Open 1 1 Job Reference(optional) _ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.840 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:25 2018 Page I I D:Cc7ZFubPPIosNUYzLFC5S3NynZ0g-dgMz3Ngic8kBXukY2k1 QX5Mu421 zcmw_FCfnd9ynXl4 I -2-0-0 I 1-11-11 2- 2-0-0 1-11-11 0-35 Scale=1:11.4 3 4.00 12 B Ai 3x4 II 2 Fill .m. 0-1, ,...... 5 4 3x4 I I I 1-11-11 2 0 1-11-11 o45 LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (lac) lldeb Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 5=295/0-5-8,4=-4/Mechanical,3=0/Mechanical Max Horz 5=57(LC 10) Max Uplift5=-176(LC 10),4=-8(LC 20),3=-42(LC 20) Max Gray 5=296(LC 21),4=29(LC 5),3=4(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-255/248 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q PR 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 \�'`G..." NE��s,c++ fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. �� 9 2"9 8)Refer to girder(s)for truss to truss connections. :9200 P E c 9)One RT4 USP connectors recommended to connect truss la bearing walls due to UPLIFT at jt(s)5,4,and 3.This connection is for uplift only and does not consider lateral forces. j� 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -9L 4/OREGON A ��Q ."4, "9). 14 20 $ MFR R Il-\ sZi - EXPIRES: 12/31/2017 August 15,2016 WARNING•yeNrYtleelgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/47/13 rev.1010312075 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not - truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent brocing 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/MI I Quaky Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandra,VA 22314. Corona,CA 92880 s *Job Truss Truss Type ''Oty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278223 18917_STONERIDGE-PAR-2SN02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:26 2016 Page 1 ID:Cc7ZFubPPxxNUYzLFC5S3Nyn20g-6twLHjgLNSs282JkcRYf41u34SNuLDA8TsOL9bynXl3 1 -2-0-0 I __ 2-0-0_ _ 3-11-11 1 2-0-0 2-0-0 1-11-11 Scale=1:14.9 3 i ¢ 4.00 12 B 7 3x4 11 M 2 A N T r4 8 1 5 4 3x4 II I 2-0-0 1 2-0-0 LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) 0.00 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 BCDL 10.0 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=321/0-5-8,3=86/Mechanical,4=8/Mechanical Max Harz 5=86(LC 10) Max Uplift5=172(LC 10),3=-63(LC 14),4=-16(LC 20) Max Gray 5=326(LC 21),3=101(LC 21),4=33(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 25=-300/248 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q PR Q 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 ��E F�0. fit between the bottom chord and any other members. \�� �NGI N E�.9 s,O 7)A plate rating reduction of 20%has been applied for the green lumber members. �� - 8)Refer to girder(s)for truss to truss connections. Q :9200PE r 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,3,and 4.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitch breaks including heels"Member end fixity model was used in the analysis and design of this truss. /411PP Pi vL ,�OREGON `�v� .. gy 14,2�1P+ MFR R I L\- 6 EXPIRES: 12/31/2017 August 15,2016 1 a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev./0/09/2015 BEFORE USE. Design valid for use only with Mgek®connectors.This 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 ANSI(RI1 Quality Gated%D5B.89 and SCSI Bonding Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job. Truss Truss Type Qty Ply STONERIDGE-CSOKAS PARCEL-2-MASCORD 221 K2278224 18917_STONERIDGE-PAR-:ZCG ROOF SPECIAL GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 16:16:26 2016 Page 1 I D:Cc7ZFu bPP1aNUYzLFC5S3NynZ0g-6twLHjgLNSs282J kcRYf4lu0kSOOLDA8TsOL9bynXl3 I _ -l9 .-_ ____.__ I_ __ 2-8-7 8-4-5 -I 2-9-15 2-8-7 5-7-14 Scale.1:22.7 4 2.83 ,2 I$ 344 II B w 3 n N 4x4 11 7 N 2 r 1 iii --�/ fi 5 6 ,.5x4 II 1.5x4 II I 2-8-7 1 2-8-7 Plate Offsets(X.Y1- 12:0-2-0.0-1-121 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 5-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 " Code IBC2015/TP12014 (Matrix-M) Weight:21 lb FT=20% LUMBER- BRACING- I TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8.7 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G"Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-5:2X4 DF Std G REACTIONS. (lb/size) 4=71/0-2-2,5=151/Mechanical,6=157/0-7-6 Max Horz 6=55(LC 11) Max Uplift4=-44(LC 14),5-95(LC 14),6=-90(LC 10) Max Gray 4=90(LC 21),5=188(LC 21),6=164(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL 6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-2-9-15 to 1-5-0,Exterior(2)1-5-0 to 8-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ���EO P RQF�ss fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. �Cj �-sGI Nfi -• /O 8)Refer to girder(s)for truss to truss connections. 2 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. v./ 9 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. Q 89200 P E 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4 and 6.This connection is for uplift only and does not consider lateral forces. / ��'iii! i 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. -- •'+,,-• 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. CC G OREGON A �4 r to 4� 14 2.0k P} MRRItk-12 EXPIRES: 12/31/2017 August 15,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIl-7473 rev,10N3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on 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 overal 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 busses and truss systems.see ANSI/1 11 Quality Crlleda,DSB-09 and SCSI Bulling Component 250 Klug Circle Solely Iolormallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3/" Center plate on joint unless x,y 4 I (Drawings not to scale) offsets are indicated. Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. 11411‘,. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. TOP CHORDS 1 2. Truss bracing must be designed by an engineer.For 0'/16n !IL4 ' wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I bracing should be considered. O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate caa c5-6 fr_ designer,erection supervisor,property owner and plates 0-'' ' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available In MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for CC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate t0.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that e:;4;) Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 3.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others g others. 15.Connections not shown are the responsibility of others. 1Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■�0 reaction section indicates jointIlimMin number where bearings occur. 7.Install and load verticallyunless indicated otherwise. __ Min size shown is for crushing only. 6 18.Use of green or treated lumber may pose unacceptable memo environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for MetalMI 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 Safety Information, MiTek 20.Design assumes manufacture in accordance with l Guide to Good Practice for Handling, ANSI/TPI I Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015