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Plans A4sr20/x-002 ?9 7s-2 sCv fr(c c ab s7` MT k MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 16-1.1M575 7 Steve Lull The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses,Inc. Pages or sheets covered by this seal: K2121799 thru K2121800 My license renewal date for the state of Oregon is December 31, 2017. Lumber design values are in accordance with ANSIITPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. PRQ co ` ` 89200PE OREGON �4.0 cz /© T y 14 R R l L\- N.' P :,s: June 28,2016 Baxter,David 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 ANSIITPI 1. �16-MM5757 �A01 (GABLE 16 11 1 I ;Job Reference o.tional PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr20 2016 MiTek industries,Inc. Tue Jun 28 16:09:06 2016 Page 1 ID:XnTO8ABwYFPKwxJfQnwExUzOkPW-whepNWOmYl pgWaXKNg4Q0hgW11wB91 Pcfh5jEez1 iKB -2-0-0 9-0-0 18-0-0 20-0-0 2-0-0 9-0-0 9-0-0 2-0-0 Scale=1:41.0 4x4 = 8 -\� s / � -`-- v 10 8.00 112 ;\ ._ .')- 6 m 4 ;';..' I I 12 i a i 'ISN':- .., .--"'j 13 3 Z1 TN 8 -���� d ;e ..•i .0 is ! X < F k' ,' i;" ., z l O = ----.>",,,N„.,15 1 3x4— 3x4 \ 26 25 24 23 22 21 20 19 18 17 16 18-0-0 __ _ ---_18-0-0 LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid r PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.03 15 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.04 15 nlr 90 BCLL 0.0 * Rep Stress'nor YES WB 0.06 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code 1RC2012/TP12007 Matrix-R Weight:111 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G REACTIONS. All bearings 18-0-0. (lb)- Max Horz 2=167(LC 7) Max Uplift All uplift 100 lb or less at joint(s)2,14,22,23,24,25,26,20,19,18,17,16 Max Gray All reactions 250 lb or less at joint(s)21,22,23,24,25,26,20,19,18,17,16 except 2=289(LC 1),14=289(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psi 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 �� E0 PR o S� will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. NAG 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,14,22,23,24, >l ' � � � 25,26,20,19,18,17,16. ' cc' 89200PE .1— gle y A OREGON 4 <C 144' 14, �� P- .F?R ILA— ) EXPIRES: 12131/201Z June 28,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE MO-74T3 rev.10/0312015 BEFORE USE. Design wild for use only with MiFek0 connectors,This design is based only upon parameters shown,and is for an individual building component,notMil a truss system.Before use,the building designer must verify the appicabitty of design parameters and property incorporate this design into the overall building design.Bracing Odicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing ft4 is always required for stabitty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ••r� •3s fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle n4ltIOW 16-MM5757 �A02 STANDARD 16 1 i ;Job Reference(optional) _ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Apr 20 2016 MiTek Industries,Inc. Tue Jun 28 16:09:07 2016 Page 1 ID:XnTO8ABWYFPKwxJffnWEXUZOkPW-OtCBasPOJLxX8k6WxNbfZVDgpR9AuhWltLrGm4z1 iKA I -2-0.0 4-8-7 9-0-0 13-3-9 18-0-0 20-0-0 • 2-0-0 4-8-7 4-3-9 4-3-9 4-8-7 2-0-0 Scale=1:41.1 4x4 = 4 I \;. ,\ 8.00 112 2x3 ��� i. �--' ''--,N 2x3 3 �N 5 is \'`,....- "7 , ,, d .` 8 _� \\7 (� 3x8 = 3x4 I 9-0-0 18-0-0 9-0-0 • 9-0-0 Plate Offsets(X,Y)-- 12:0-0-3,0-0-01,16:0-0-3,0-0-01_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.10 2-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.29 2-8 >728 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 . Code IRC2012/TPI2007 Matrix-R Weight:82 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G REACTIONS. (lb/size) 2=879/0-5-8,6=879/0-5-8 Max Horz 2=-167(LC 6) Max Uplift 2=-94(LC 8),6=-94(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-977/92,3-4=-737/84,4-5=-737/84,5-6=-977/92 BOT CHORD 2-8=-64/752,6-8=-6/734 WEBS 3-8=-251/129,4-8=0/478,5-8=-252/129 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=120mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. cj PR OFFS ;9200PE 1"- 41011. A ORE ON ts �w i"..,.., O llr ?4,20N + w?ERRtL'E- EXPIRES; 12I31/n17 June 28,2016 t � A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev.10/0312015 BEFORE USE. Design void for use only with tviTek®connectors.This design is based only upon parameters shown,and is for on individual building component,notlin a truss system.Before use,the building designer must verify the cippicabitty of design parameters and properly incorporate this design into the overcall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord menders only.Additional temporary and permanent bracing IWO' is always required for sta bitty and to prevent cotapse with possible personal injury and property damage. For general guidance regarding the IY9 ! K fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/ITU Qualify Criteria,D3B-89 and SCSI Building Component I 250 Klug Circle Symbols Numbering SystemPer I Safety Notes PLATE LOCATION AND ORIENTATION 3 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to f=ollow Could Cause Property /"". offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury '7.11= Dimensions are in ft-in-sixteenths. 11,7446, Apply plates to both sides of truss 1 3 1. Additional stability brachg for truss system,e.g. and fully embed teeth. 2 diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 „ 2. Truss bracing must be designed by an engineer.For 0'/164 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 11■ p bracing should be considered. O 1011114111p U PAO 1 0 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. 11\116\911111 illild lal I 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate O 0 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 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 it 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 relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, 9 or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. *INN reaction section indicates joint — number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IMO NMI �_-1 ,14, 18.Use of green or treated lumber may pose unacceptable ., environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 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