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Plans (39) "1ST"9417-02- q 7,310 Lim MiTek6 MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: J1 70231 7Z Great Western The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K3851007 thru K3851008 My license renewal date for the state of Oregon is December 31,2017. \ G EFS ,c0" sib 89200PE sc- 9r cc 7 ,/OREGON <O 1y 14,2 AD- 14, FRRfI�- v �,. .,,, �� cam.'_•.. October 26,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSIITPI-1, Chapter 2. A Fit Truss Truss Type Qty Ply Great Western J1702317Z A07 California 1 1 Job Reference(optional) K3851007 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Oct 26 11:34:49 2017 Page 1 I D:gm2Gfmkfu5mJ UpBb3jn3_2ynvNd-js2OzZ8bAGILanffiyFoO2i?PpecSJQiQLD3HbyPY14 I -2-6-0 1 6-4-13 9-6-7 9111117 12-1-13 121-6-13 15-8-7 22-1-4 2-6-0 6-4-13 3-1-10 0-5-0 2-2-6 d-5-0 3-1-10 6-4-13 REPAIR TO RAISE TOP CHORD,0"@ HEELS TO 1.00"MAX AT FLAT TOP CHORD. ATTACH ONE 2X4 DF#1&BTR ADD-ON Scale=1:41.9 TO ONE FACE WITH 3"X.131 DIA.GUN NAILS 2 ROWS AT 4"OC. STAGGER ROWS TO PREVENT SPLITS, KEEP 2"MEMBER END DISTANCE. 4x4 1"MAX 6x8= 4� 1"MAX 2X4 SCAB 5.00 12 2x4 �� 2x4�i 3"'y"�. �' 6 16 13 \ ‘i''..12/ I. v 17 18 v -,,, ,,,i,„1„, ,. 0 211 70„ ECM � D I kJ _. 3x8= 10 9 8 3x6 3x8= 4x6—3x4 = I 9-6-7 12-6-13 22-1-4 9-6-7 3-0-6 9-6-7 Plate Offsets(X.Y1-- [2:0-8-0.0-0-5].[5:0-4-0.0-1-13].[7:0-3-10.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.16 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.54 7-8 >489 180 TCDL 7.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.07 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014i Matrx20% BCD.. 10.0 ( ) Weight:96 lb FT= LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-3-1 max.):4-5. 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) 7=906/0-3-8,2=1096/0-3-8 Max Horz 2=114(LC 16) Max Uplift7=-205(LC 13),2=-292(LC 12) Max Gray 7=1278(LC 31),2=1601(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-2351/444,11-12=-2336/446,12-13=-2212/458,3-13=-2112/464,3-14=-1847/398, 4-14=-1808/405,4-15=-1631/406,5-15=-1631/406,5-6=-1885/441,6-16=-2186/535, 16-17=-2294/524,17-18=-2309/524,7-18=-2398/521 BOT CHORD 2-10=-337/2034,9-10=-249/1655,8-9=-249/1655,7-8=-418/2118 WEBS 3-10=-496/206,4-10=-33/449,5-8=-88/530,6-8=-570/229 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)automatic zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 5-5-5,Exterior(2)5-5-5 to 16-7-15,Interior(1)16-7-15 `� D P R Opt,to 18-11-8 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 '` tet 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 NGt N E�jn /�2 3)Unbalanced snow loads have been considered for this design. SCI T 9 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs CC :9200P l non-concurrent with other live loads. 5)This de has adequate drainagesito orprevent water bottom ponding. /� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • S, fit between the bottom chord and any other members. - �/OREGON X44/ 8)A plate rating reduction of 20%has been applied for the green lumber members. f� R 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=205, Q I' 14 ZOO P+ 2=292. VP A- y 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. `ll RR IL 11)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 October 26,2017 I f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPN 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 rob Truss Truss Type Qty Ply Great Western K3851008 J1702317Z A08 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Oct 26 11:34:49 2017 Page 1 I D:q m2Gfm kfu 5mJ UpB b3jn 3_2ynvN d-j s2OzZ8bAG ILanffiyFoO2 iyfp i RSJXiQLD3 H bypy 14 -2-6-0 I 7-6-7 711117 14-1-13 14r6-13 22-1-4 2-6-0 7-6-7 05 62- 6 0-5 7-6-7 Scale=1:42.6 REPAIR RAISE FLAT TOP CHORD.5"TO 1.00"MAX. ATTACH ONE 2X4 DF#1&BTR ADD-ON TO ONE FACE WITH 3"X.131 DIA.GUN NAILS 2 ROWS AT 4"OC. STAGGER ROWS TO PREVENT SPLITS, KEEP 2"MEMBER END DISTANCE. 5x12 = 2X4 SCAB = 4x8 5.00 12 - 1` gl a.. 0 15 0 7,1! V M v 2 5 yI �/ g I 0 I n IES. II: 1 4 8 7 6 o 3x8 = 2x4 I 3x6 = 3x4 = 4x6= 7-6-7 I 14-6-13I 22-1-4 7-6-7 7-0-6 7-6-7 Plate Offsets(X.Y)-- [2:0-8-0.0-0-9],j3:0-6-0.0-1-6tJ.[4:0-4-0.0-1-13].[5:0-3-1,0-0-10] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.09 6-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.22 6-8 >999 180 Rep Stress Incr YES WB 0.23 Horz(CT) 0.06 5 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014Matrix-S20% BCDL 10.0 ( ) Weight:86 lb FT= LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-2-0 max.):3-4. WEBS 2x4 DF Std 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) 5=925/0-3-8,2=1092/0-3-8 Max Horz 2=99(LC 12) Max Uplift5=-176(LC 13),2=-270(LC 8) Max Gray 5=1141(LC 31),2=1429(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1779/464,3-15=-1683/483,3-16=-1552/513,16-17=-1547/513,4-17=-1544/513, 4-5=-1747/494 BOT CHORD 2-8=-350/1602,7-8=-355/1596,6-7=-355/1596,5-6=-360/1547 WEBS 3-8=0/282,4-6=0/299 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)automatic zone and C-C Exterior(2)-2-6-0 to 0-7-10,Interior(1)0-7-10 to 3-5-5,Exterior(2)3-5-5 to 22-1-4 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 Q1/403 PROFF ) � 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 GINE n .0 3)Unbalanced snow loads have been considered for this design. \ N �2 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs t -9 non-concurrent with other live loads. 89200PE 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. 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. te As 8)A plate rating reduction of 20%has been applied for the green lumber members. - OREGON 41./9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=176, I— 4", Ntx 2=270. O 14 2° P+ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum /y sheetrock be applied directly to the bottom chord. FHR 10- 11)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 October 26,2017 t t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ANSIITPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury i j Dimensions are in ft-in-sixteenths. isbi,„ Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0'116 r 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I _ C2 bracing should be considered. 10.400, Ai O= 3. Never exceed the design loading shown and never p U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7.8 s' I- designer,erection supervisor,property owner and plates 0- 'i/'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/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 ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. � 1 Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■...■ reaction section indicates joint - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MEM NMI green or treated lumber may 0.--_-_-.. 6 18.Use of pose unacceptable environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for Metal project engineer before use. 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. IIII is not sufficient. ik BCSI: Building Component Safety Information, i� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015