Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report
�,,��I /4 57 )- o1 S-- �(Jl S—F OFFICE C 1 1/ 7 3 S- sw / 7/ PRQ� c•,��'�kAGI NF�.ps`�io Z 870 2PE PcY 'oj, OREG N rt? oN 'ADO F,/6I E R �1 S H e � EXPIRES 06.30.2017 September 14,2015 Mit MiTek Greertac1 _zone. Sur 1[r? f�.�id�hR A gSi:1'1 00/ST 17 .? s- s w /% (r RECEIVED �,�� Gt AUG 272015 t,..A-L zA - Verse_,. �� w4(2,4k d t,:1, O -Sc r2 - CITY IN �'IVISI � � � BUILDING DIVISION 1�-CJOi �Cw�ec"�U iTx,'Sa�rs 5 tea=a l" r, ' 7 2 ot p ) REGON p fi ( o"ICJ=- 1 S1 t vtA % c 2 w. / ( C�n��PIA Cs j,_ 1-‘6" r„) 6 %+zs)(1-`) - \-12.0 M 211-.� BY G"101 DATE I �1 t 7 Gabi Miller, PE REV DATE I 503-819-7033 JOB NO Gmiller119@yahoo.com �'C `"°`�'"'� ' `��- SHEET X OF Z • ■ i - 0-0■.( , A,-„,,,,‘c w,� 1 �6+"2S)C .. Ste% kc . • • BY --( •N DATE t (-2-1::/k S. Gabi Miller, PE REV DATE 503-819-7033 Gmiller119 @Vahoo.com Mc_ LI e ✓�1'167.-(.,` S JOB NO SHEET Z OF Z- - R M iTekR MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: 15-0T4076 Fax 916/676-1909 McClenahan Garage The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Precision Roof Trusses,Inc. Pages or sheets covered by this seal: R45398288 thru R45398289 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. i September 14,2015 Hernandez,Marcos 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 1Ply McClenahan Garage 15-074076 A01 GABLE 2 1 845398288 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS.OR.97015 7.630 s Jul 28 2015 MITek Industries,Inc. Mon Sep 14 08:21:54 2015 Page 1 ID:aC91 oPel W HA6K5JKyQNkdoyezW-q4 U 1 vwntA4NgNYl N327YcCZoTLH KmhswfL95Czyd17h -1-6-0 } 6-6-0 _____ 13-10-13 I 21-0-0 — 21.6- 1-6-0 6-6-0 7-4-13 7-1-3 p6- CONN. OF GABLE STUDS BY TRUSS MANUFACTURER. Scale=1:38.0 1.00 Fii 5x5 l l 3x7 3x6= x7 6 7 5 4x5 = 4 5x5 l 90 3 tn w cc99 i 2 _ �� A�f A • N Y �- �4 NM 014 9 11 10 4x7 = 3x4 = 3x8 M18SHS= 8 3x6= I 10-0-0 10-0.0 I 11-0-0 I Plate Offsets(X,Y)-- f2:0-2-8,0-1-121,f8:0-2-$_0-1-121.f8:Edge,0-1-81 TCLL OADING(psf)25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.30 10 >825 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.92 Vert(TL) -0.96 8-10 >258 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-S) Weight:107 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except WEBS 1 Row at midpt 5-8,3-11 6-8:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 OF Std G be installed during truss erection,in accordance with Stabilizer i Installation guide. ; REACTIONS. (lb/size) 8=908/0-3-8,11=979/0-3-8 Max Horz 11=111(LC 7) Max Uplift8=-269(LC 10),11=-333(LC 6) Max Gray 8=1092(LC 17),11=1075(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-30=-529/92,3-30=-497/96,3-4=-3252/647,4-5=-3230/650,6-8=-312/133, 2-11=-381/213 BOT CHORD 10-11=-932/3476,9-10=-688/2597,8-9=-688/2597 WEBS 3-10=-276/321,5-10=0/835,5-8=-2527/729,3-11=-3027/855 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;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)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 C;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 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 non-concurrent with other live loads. 6)All plates are MT20 plates unless otherwise indicated. 7)Gable studs spaced at 1-4-0 oc. ./(146Ai 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)except(jt=lb)8=269, 11=333. 12)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. September 14,2015 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.02/1612015 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPI1 Quality Criteria,058-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Suite 109 Citnw Heinhfc CA QSS111 Job Truss Truss Type Qty Ply McClanahan Garage ' R45398289 15-074076 A02 MONOPITCH 12 i 1 lob Reference(ootionall PRECISION TRUSS 8 LUMBER.INC., CLACKAMAS.OR.97015 7.630 s Jul 28 2015 MiTek Industries,Inc. Mon Sep 14 08:21:55 2015 Page 1 ID:a C91 oPel W HA6K5JKyONkdoyez W-IG2P6FoVxN Vh_itZclen8 P6zDIdZV863t?uelPydl?g - 1 -1-6-0 ■ 6-6-0 1 13-10-13 21-0-0 _ 21-6-9 1-6-0 6-6-0 7-4-13 7-1-3 Ord Scale=1:38.0 1.00 12 5x5 I I 35 x6 = 6 7 3x7= - 4x5 = 1 4 5x5 I I 12 3 En w N F- Wm NIIIIir 41111111.1111mmitare co lc 4 10 9 11 354 = 3x8 M18SHS= 8 4x7 = 3x6= l 10-0-0 I 21-0-0 1 10-0-0 11-0-0 Plate Offsets(X,V)- 12:0-2-8,0-1-121,16:0-2-8,0-1-121,18:Edae,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TOLL 25.0 (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.30 10 >825 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.92 Vert(TL) -0.96 8-10 >258 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.12 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-S) Weight:92 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G'Except* WEBS 1 Row at midpt 5-8,3-11 6-8:2x4 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) 8=908/0-3-8,11=979/0-3-8 Max Horz 11=86(LC 7) Max Uplift8=-120(LC 10),11=-171(LC 6) Max Gray 8=1092(LC 15),11=1075(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-529/25,3-12=497/27,3-4=-3252/229,4-5=-3230/232,6-8=-312/81, 2-11=-381/137 BOT CHORD 10-11=436/3476,9-10=-327/2597,8-9=-327/2597 WEBS 3-10=-276/235,5-10=0/835,5-8=-2527/367,3-11=-3027/429 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=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 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 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. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=120, 11=171. "6144 10)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. September 14,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. -- Design valid for use only with MiTek connectors.This design e based only upon parameters shown,and k for an individual building component. Applicability of design parameters and proper incorporation of component B responsibifty of building designer.not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage.delivery,erection and bracing,consult ANSI/1911 Quality Criteria,D58-89 and SCSI Building Component 7777 Greenback Lane Safety Intoenallon available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 _Citr.c inigbis C 9-561D — Symbols Numbering System o General Safety Notes PLATE LOCATION AND ORIENTATION I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/4' Center plate on joint unless x,y P y offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r� Dimensions are in ft-in-sixteenths. In.,. 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 0-1/16" 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves AllilleM p may require bracing,or alternative Tor I O a bracing should be considered. 1_ 0 111/141 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 1— O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 7-r •7 — designer,erection supervisor,property owner and plates 0-1/14' 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 he 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-131 1,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 , Indicated by symbol shown and/or specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. till/I Indicates location where bearings MiT 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 ekO 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. 111.111.0=� 18.Use of green or treated lumber may pose unacceptable s— environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI l: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss COnStrUCtlOn, 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, NliTek ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.02/16/2015 ,