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Plans ST - N\e• S 1 EC-EL2Oz_c\ I b -r 9 - Z� Bc1P2D2o-GYJ(sy ...l a ts-[ 5 t //Ur Sce i*a- v1 t J = CO DEts.0 4 iO t.tuE ) 1bYrt (c1 p l 11810 - �_l eLf (Es` )( t6-r0 - 810) = 2102 <4-FT 2 z • - • e o . JUN 2 b Z020 CITY OF TI,CiAG1..) o.S ; -5 = 1.., = ( `(z." (Oct uatLs ; - ((3 n 6/8 (a) 5 3 . 29OZ to-FT Yi 4 ,9 ? (b) ioJ Ne I c,s S r sTE2 4-gpt' Zic cz. S u S I esI NAtItOCs2 45 5 t7tNt4 70 7eE7uDEC. ct-tap-geo po2-lcor( gebu, Drs-rJT. 5648 PE"ORF 4'1 27,1Qq Y}� :EXPIRES:I ""I 2 1 1 J NO EXCEPTIONS TAKEN W AI`._ n MAKE CORRECTIONS AS NOTED n REVISE AND RE-SUBMIT Checking is only for general conformance with the design concept of the project and general compliance 48-00-00 with the information given in the contract documents. Any action shown is subject to the requirements of the 23-11-08 23-11-08 plans and specifications. Contractor Is responsible for dimensions(which shall be confirmed and correlated k IU 5JI-08 k at the job site,fabrication processes and techniques of construction,coordination of the work with that of all §4 other trades involved,and quality control. l 8# (E C E C) t EDWARD CRABAUGH ENGINEERING CONSULTING,P.C. . I DATE: 6/24/20 By:EC. 99 ....__..... ...._........_..___.._..._........... 5/12 Pitch 24" Tails 1( sF (2}1 1(4 1 4"1/16 Heels ,,, 25/7/0/10 I m € 1 $ Et E p U $ 6 € c c 0 j g j j .. as 7 0 o G { 9 g a) a T S 8 9 Ytti o t 8 ., d t pgk _ C n74(5 a i ? j s 1 U Ydu $ . i 3 I taro i 1 [ g Ur; 's w c II _Lt i • : s I i RE, I i { i 2 . 1 i i 1 I 3 I r.+ a T,x at (4�re Uu �O ro 0 l v° an W : [V< r(�t ^ 111111111111111111 mit MiTekA MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Telephone 916-755-3571 Re: 11320 Apt Restoration The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Tecna Industries. Pages or sheets covered by this seal: R62754208 thru R62754209 My license renewal date for the state of Oregon is June 30,2021. 1 n l NO EXCEPTIONS TAKEN I MAKE CORRECTIONS AS NOTED n REVISE AND RE-SUBMIT Checking is only for general conformance with the design concept of the project and general compliance with the Information given in the contract documents. PROFF0, Any action shown is subject to the requirements of the �NG I N4' S/O plans and specifications. Contractor is responsible for `'� 'T dimensions(which shall be confirmed and correlated tCr �'9 at the job site,fabrication processes and techniques of 87022PE construction,coordination of the work with that of all other trades involved,and quality control. A. (ECEC) 9 Nr.Or ORE ON qs,, A v EDWARD CRABAUGN ENGINEERING CONSULTING,P.C. 9C�Os BER �1�P`O DATE: 6/2420 BY: E.C. es; yr June 24,2020 Hernandez,Marcos IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(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 or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO 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 design parameters and properly incorporate these designs into the overall building design perANSIfrPI 1,Chapter 2. , 'Job Truss Truss Type Oty Ply 'Apt Restoration ' R62754208 11320 R1 FAN 8 1 Job Reference(optional) Tecna Industries, McMMnvilb,OR-97128, 8.330 s May 6 2020 MiTek Industries,Inc. Tue Jun 23 14:59:52 2020 Page 1 ID:0s32oZgsIg000415uJ07suzEDLJ-nDCkTrtuUBFFMBtaeehLgNUrn177xouYed WIOnt3Mp5 2-0-0 6-1-3 11-6-10 17-0-0 225-6 27-10-13 34-0-0 36-0-0 2-0-0 6-1-3 I 5-5-6 5-5-6 I 5-5-6 55-6 6-1-3 2-0-0 Scale=1:60.9 , 5.00 F.TT 4x5 II 6 3x4 G 3x4 C - 1x4 II 5 24 25 7 tx4 I 4 8 1x4 1x4 3 9 23 26 2 10 _ Lai 111} • 14 13 21 22 12 0 4x6 = 4x8 = 3x5 = 4x8 = 4x6 11-6-10 225-6 34-0-0 11-6-ID I 10-10-13 I 11-6-ID LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Wee Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.48 12-14 >847 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC D.84 Vert(CT) -0.90 12-14 >452 180 BCLL 0.0 ' Rep Stress'nor NO WB 0.45 Horz(CT) 0.14 10 rda n/a BCDL 10.0 Code IRC20151TP12014 Matrix-MSH Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purling. BOT CHORD 2X4 DF No.1&1#r G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G REACTIONS. (size) 2�5-8,10=05-8 Max Horz 2=-113(LC 13) Max Uplift 2=-190(LC 12),10=-190(LC 13) Max Gray 2=1556(LC 1),10=1556(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=3019/336,3-4=-2559/233,4-6=-25513/376,6-8=-2559/316,8-9=-2559/233, 9-10=-3019/337 BOT CHORD 2-14=342/2754,12-14=-72/1689,10.12=-230/2754 WEBS 4-14=-371/190,8-12=-371/189,3-14=504/185,6-14=-165/1014,6-12=-165/1014, 9-1 2=-50 411 86 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.0psf;BCDL S.Opsf;h=20ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-7-3,Interior(1)1-73 to 17-0-0,Exterior(2)17-0-0 to 20-7-3, Intenor(1)20-7-3 to 36-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown: Lumber DOL=1.15 plate grip DOL=1.15 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is Rip PROFS O.the responsibility of the fabricator to increase plate sizes to account for these factors. 'O. 4 This truss has been designed for 10.0 psf h any other 5)•This truss has been designed forr a live load of 20:psf an the bottom chord m chord live load in all nt arreas where allrectangle 3-6-0 tall by 2-0-0 wide .ve loads. _ �GNG I N��'7 /�7i will fit between the bottom chord and any other members,with BCDL=10.0psf. "9 6)A plate rating reduction of 20%has been applied for the green lumber members. 87022P f 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=190,10=190. N CV y 0Aj,OREGON r.c' 4// kit/ CBER 1,` 4Z °.0 A. H�(��P EXPIRES:06/30/2021 June 24,2020 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/I-T473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTel�connectors.This design is based only upon parameters shown,and s for an individual building oonponent,not a truss system.Before use,the budding 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 M Mak_ is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the MiTek USA,Inc.fabrication,storage,delivery,emotion and bracing of trusses and truss systens,see ANSU7PN Qualify Pits,*a118e and SCSI ard/derg Component Safety InMma Ios available from Truss Plate Insttute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 400 Sunrise Avenue,Suite 270 Roseville CA 95661 01 a Job Truss Truss Type Qty Ply Apt Restoration R62754209 11320 SR1 GABLE 2 1 Job Reference(optional) Tacna Industries, McMinnville,OR-97128, 8.330 s May 6 2020 MiTek Industries,Inc. Tue Jun 23 14:59:54 2020 Page 1 ID Os32oZgsIg000415uJ0?sta:EDLj-jcJUuXv80pVzcU1 pm3(pvoaFWVtZ?Nzrfx?x5gz3Mp3 i 2-0-0 i 17-0-0 Scale=1:60.9 5.00 12 4x4 = 13 14 15 3x4 i 51 11 12: 16 3x4 2 17 52 018 9 en, 'la 1920 e 21 7 6 Y3 5 24 3 4 M,f26 28 2 NNN �1 1 Xe. ............ .... .....L.. ....... __ .. r' .. ............A.11. eA.1eA1M1A.1111.A41♦•l)._A9' 27 It A1111e eAlA1 VA111 d 3x4 = 3x4 = qg 48 47 46 45 44 43 42 41 �39 38 37 36 35 34 33 32 31 30 29 28 3x4 = 34-0-0 - I 34-0-0 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (bc) Vdeft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.02 27 n/r 120 MT20 220/195 TCDL 7.0 Lumbar DOL 1.15 BC 0.07 Vert(CT) -0.02 27 n/r 120 BCLL 0.0 • Rep Stress Ina NO WB 0.09 Horz(CT) 0.00 26 We n/a Weight 2151b FT=20% BCDL 10.0 Code IRC2015ITP12014 Matrix-SH LUMBER- BRACING- -TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 ac pudins. BOT CHORD 2X4 OF No.1&81r G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 OF Std G {REACTIONS. All bearings 34-0-0. (Ib)- Max Hoe 2=-113(LC 17) Max Uplift All uplift 100 lb or less at joint(s)2,26,39,40,42,43,44,45,46,47,48,49,37,36,35,34, 33,32,31,30,29,28 Max Gray All reactions 250 lb or less at joint(s)38,39,40,42,43,44,45,46,47,48,49,37,36,35,34, 33,32,31,30,29,28 except 2m303(LC 1),26=303(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loam have been considered for this design. 2)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.opsf;BCDL=6.opsf;h=20ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)-2-0-0 to 1-7-3,Exterior(2)1-7-3 to 17-0-0,Comer(3)17-0-0 to 20-7-3, Exterior(2)20-7-3 to 36-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.15 plate grip DOL=1.15 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 ANSIITPI 1. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ��d P R 0f`s the responsibility of the fabricator to increase plate sizes to account far these factors. ` 5)All plates are 1x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. tt✓� LNG(NE'FR /0�9 7)Gable studs spaced at 1-4-0 cc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 870 2PE f 9)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,26,39,40,42, N� ,,.CV?.:743,44,45,48,47,48,49,37,36,35,34,33,32,31,30,29,28. � ' OREGON 2c) Q<V C°S A. Hevc EXPIRES: 06/30/2021 June 24,2020 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MOTS REFERENCE PAGE MI1.7473 rev 10/03/2015 BEFORE USE. Design valid for use only with MiTekW connectors This design is based only upon parameters shown,and a for an indMdual Wilting component,not a Sims system.Before use.the buiding designer must verify the appicebility el design parameters and properly Mcorporabe the design Into the overall building design.Bracing indicated is to prevent buckling of individual trues web and/or chord members only.Adddional temporary and permanent bracing e1(' is always required for stebildy and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication,storage,delNery,erection and bracing of trusses end truss systems,see ANSVTPy1 Quality Criteria,BBB MTek USA,Inc. -89 and Building Component 400 nree Avenue,Suds 770 Sateryltdom adon available from Truss Plate InstiNte,218 N.Lee Street suite 312,Alexandria,VA 22314. _,_ Roseville CA 95661 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION I 3j4" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury IMAIN Dimensions are in ft-in-sixteenths. lillik 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"118n 0+-2 c24 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves ❑ may require bracing,or alternative Tor I OIiiiMijAc ❑ bracing should be considered. S �UB O 3. Never exceed the design loading shown and never o- U stack materials on inadequately braced trusses. O a' 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate ~ 07-a C6-7 ose OF designer,erection supervisor,propertyg owner an plates 0 ',lg.from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 8. 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 *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR19B8 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, 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.Tap chords must be sheathed or pudins 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 f.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or ate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■�. reaction section indicates joint Mill mll IN EMI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. hill1111.11I � 18.Use of green or treated lumber may pose unacceptable r environmental,health or performance risks.Consult wit' Industry Standards: project engineer before use. ANSI/TRH: National Design Specification for Metal 19.Review all portions of this design(frn.' Plate Connected Wood Truss Construction. and pictures)before use.Revio DSB-89: Design Standard for Bracing. s not surfic ern. BCSI: Building Component Safety Information, Mlie ka 20.Design assn."- Guide to Good Practice for Handling, ANSIrr'- Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015