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Plans 1 1 A4 Oo2 S— `�� � G 61; lZZ zwe s7- MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 81507231 Lamont Brothers The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton,OR. Pages or sheets covered by this seal: K1476215 thru K1476216 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. ���Eb PROF 7GINE4\89782PE9r 9,L OREGON1_,z, �gRY15 `I' �P PA U L R\J �7CPl : 1 16 • October 21,2015 Rivera,Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 81507231 Lamont Brothers The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton,OR. Pages or sheets covered by this seal: K1476215 thru K1476216 My license renewal date for the state of Washington is December 20, 2015. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. YAUL RI A," /61,; teD (r ,0 .4)�51976 w� A CISTER IONAL G October 21,2015 Rivera, Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. ‘Job Truss Truss Type Qty Ply Lamont Brothers K1476215 B1507231 A01 Common Supported Gable 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Tue Oct 20 20:06:00 2015 Page 1 ID:8o9jVMfzImXBImeo8tBPXnySpGh-Ip3iL5eJ1 W1 PIIL2RfalZsyi8HY6DnVGJtO?scyRP5r 1-1-0-01 13-6-8 1 27-1-0 128-1-01 1-0-0 13-6-8 13-6-8 1-0-0 Scale:1/4"=1' 4x4 = 7 4.00 I12 6 8 25 26 5 - - 9 4 - „ 10 3 - 11 24 27 2 12 $I1 {� -* 14 € •. g 4 �} ® ® _ 13 I4 �s'Av�a� 1imsFAimiRI.w Aai�.axv..,w.mav���WVi atiWWW �4 d 3x4= 23 22 21 2019 18 17 16 15 14 3x4 = 3x6- I 27-1-0 I 27-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 13 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) 0.02 13 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 12 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:115 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 27-1-0. (Ib)- Max Horz 2=-94(LC 13) Max Uplift All uplift 100 lb or less at joint(s)2,20,21,22,17,16,15 except 23=-167(LC 12),14=-167(LC 13), 12=-104(LC 9) ?AUL RI, Max Gray All reactions 250 lb or less at joint(s)18,20,22,17,15 except 2=262(LC 19),21=264(LC 19), WASP ti 23=485(LC 1),16=264(LC 20),14=485(LC 1),12=262(LC 20) �ti O �`,V G FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. si �1. WEBS 3-23=-340/245,11-14=-340/245 ; NOTES- e/ 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 4' (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 10-6-8,Corner(3)10-6-8 to 13-6-8,Exterior(2)16-6-8 14, •Q�11976 `'w to 25-1-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate .`Sy grip DOL=1.60 s`r1ONAL �G 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 �Q. P R OFFS 4)Unbalanced snow loads have been considered for this design. E 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs '` f.� non-concurrent with other live loads. \� F,Nc"�NEFq �O 6)All plates are 2x4 MT20 unless otherwise indicated. `d 2'9 7)Gable requires continuous bottom chord bearing. 89782 P E 8)Gable studs spaced at 2-0-0 oc. 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. Mg C., h 11)A plate rating reduction of 20%has been applied for the green lumber members. OREGON i•%12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,20,21,22,17,16, ?j /1/� (2.- 4) Q' 15 except(jt=lb)23=167,14=167,12=104. l'AirRY '\ 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,12. ' '4PAUL ,\J� 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard EXPIRES: 12/31/2016 October 21,2015 f 1 memo am A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE 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 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 Niel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Lamont Brothers K1476216 B1507231 A02 Common 11 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Oct 20 20:06:01 2015 Page 1 I D:8o9jVMfzlmXBlmeo8tBPXnySpGh-D?d5ZRfxog9GNRwE?M5?53UkShogyARPYXIZ02yRP5q 1-1-0-01 6-9-4 I 13-6-8 I 243-12 I 27-1-0- 128-1-01 1-0-0 6-9-4 6-9-4 6-9-4 6-9-4 1-0-0 Scale:1/4"=1' 4x4 = 4 4.00 12 1213 14 2x4". i 12 15 2x4 i 3 5 AN 11 16 2 6 0/1 !' •�[7 — 7 [a Ci 6 Oa 10 9 8 ►- 3x8= 3x4= 3x6= 3x4 = 3x8 = I 9-4-15 I 17-8-1 I 27-1-0 I 9-4-15 8-3-2 9-4-15 Plate Offsets(X,Y)-- [8:0-1-12,0-1-8],[10:0-1-12,0-1-8] 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 0.82 Vert(LL) -0.16 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.54 6-8 >596 180 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.11 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:106 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1197/0-5-8,6=1197/0-5-8 Max Horz 2=-94(LC 17) Max Uplift2=-336(LC 8),6=-336(LC 9) PAUL j�` FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. p4 WASItte �`ti TOP CHORD 2-11=-2700/664,3-11=-2661/680,3-12=-2291/519,12-13=-2211/527,4-13=-2206/534, �4 �r`Wail 4-14=-2206/534,14-15=-2211/527,5-15=-2291/519,5-16=-2661/680,6-16=-2700/664 /CT ,t?;, O BOT CHORD 2-10=-644/2517,9-10=-282/1619,8-9=-282/1619,6-8=-569/2517 WEBS 4-8=-155/798,5-8=-651/347,4-10=-154/798,3-10=-651/346 ` / NOTES- ,p �/ Lk 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �'� .Q�51976 ,ca, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-6-8,Exterior(2)10-6-8 to 13-6-8,Interior(1)16-6-8 CIS TER �i�' to 25-1-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �SSIQALti�O grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads haveebeen consideredfmifor this design. ��� D P R 0 e0 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs E F non-concurrent with other live loads. C.,<(51%°) G)NE It? t 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N F 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 `4 2'9 fit between the bottom chord and any other members. 8782P E 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=336, ' / / ' 6=336. I a, 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ri" LOAD CASE(S) Standard 9 h �OREGON Oo xiFiy .16 99/1" �'A U L R��Q EXPIRES: 12/31/2016 October 21,2015 1 f A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. w 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety 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 I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,yP Y a offsets are indicated. ( (Drawings not to scale) Damage or Personal Injury WINDimensions are in ft-in-sixteenths. 11404, 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"/16„ 4 wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I _ O ILI! p bracing should be considered. lgiff ilMAN„ O �1 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 7: C6-7 C5-6 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate �— designer,erection supervisor,property owner and plates 0 'ii t' 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 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,ESR 1988 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 4."1. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING established by others. or less,if no ceiling is installed,unless otherwise noted. %Is„ 15.Connections not shown are the responsibility of others. 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 ® Alnumber where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �— 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. hill is not suff tient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with P I g 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