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Plans (6) - BUP2006-00539 9408 SW CORAL ST. BUP2006-00540 9384 SW CORAL ST. CEDAR RIDGE HOMES BUP2006 00541 9322 SW CORAL ST. - ,: � BUP2006-00542 9304 SW CORAL ST. Coral Common Garage 2 QUOTE#B06082715 ;lag)7 /Oa 2354615 MSC-2284 • CUSTOMER QUOTE CEDAR RIDGE HOMES 1 Cedar Ridge JOB NAME: Coral Common a PLAN: Garage 2 1905 SW 257TH AVENUE } o s I ELEV: MSC-2284 1 D TROUTDALE,OR 97060 s P(Portland,OR N x SALES REP:Steve Ryder f I Lot/BIk/Sub / o® k o v p OVERHANG INFO LAYOUT GM 09/11/06 I CONTACT: ) I FRAMER: % END CUT PLUMB QUOTE GM 09/11/06 RETURN CUTTING / I PHONE: PHONE: LOADING: 25.0,7.0,0.0,10.0 HEEL 00-04-00 ROOF TRUSSES ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) IPROFILE QTY PITCH TYPE I BASE I 0/A LUMBER OVERHANG CANTILEVER I STUB TOP P BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT GABLE ,,lll1llth' 2 6.00 0.00 T01 20-00-00 20-00-00 2 X 4 2 X 4 01-04-00 01-04-00 j COMMON 22 6.00 0.00 T02 20-00-00 20-00-00 2 X 4 2 X 4 01-04-00,01-04-00 n it ru'lil li.., GABLE 2 6.00 0.00 T03 20-00-00 20-00-00 2 X 4 2 X 4 01-04-00 , ITEMS -- I QTY ITEM TYPE SIZE NOTES I LENGTH I PART NUMBER FT-IN-16 25 Bird Blocks 2x4 Solid Blocks 25 Bird Blocks 2x4 Vented Blocks 50 Hurricane Ties H2.5T Hurricane Tie(s) *Trus-Way,Inc.operates as a Material Supplier,not a Subcontractor.The truss list above is not guaranteed to complete your job.Purchaser must verify quantities,dimensions,pitch,overhang and other specifications. *Price is subject to change if order is not delivered within 30 days of above date.Terms are 1%10th,Net 11th.unless noted otherwise.Past GRAND TOTAL $1,233.00 due accounts will be charged 1%%per month interest(18%per annum)plus any legal fees required for collection,including reasonable **TAX IS NOT INCLUDED** attorney fees and the cost of filing a construction lien. "Repairs or alterations to trusses on jobsite without prior authorization from Trus-Way,Inc.will not be recognized nor'back-charges'as a result thereof. *Customer assumes responsibility for unreasonable access or exit at jobsite,and agrees to pay for Tow Truck if necessary. *Trus-Way,Inc.is not responsible for mud on streets or damage to underground systems,driveways or curbs.Additional crane time over and above reasonable time to deliver will be charged at$120 per hour. Accepted By: Date: VI 44,44,".'�:...4,r i , e. / S t r., , NO. 3901NE S VANCOUVER E 0: 7 25^" CWS, — ;� ���, 68TH �T t r,jl�,C;��J�P 'ru,=� ����c,` �3��, 5?- 1%C (�L�= 2�_ �t (877)T�U., 1l•r` 806082715 DATE 09/12/06 PAGE 1 Customer Address Company Job:606082715 Scale: Fit Date:9/7/2006 23-10-0 24-2-0 rr _____________.. m I-C OO. ____ _______ _ d It rot 11 ) 9 t - o 0 9 CV cu I 1 T02(11 ) — 1 1 1 i c 1- Mcv 24.2-0 _...__._._ 23-10-0 T MiTek POWER TO PERFORM.' MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: B06082 715 Fax 916/676-1909 Coral Common The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Trus-way Inc. Pages or sheets covered by this seal:R22697186 thru R22697188 My license renewal date for the state of Oregon is June 30,2008. RP P R D/,� LA�� „,„GINE- - 6> 1.6890PE v' cts � OREGON 0°' AP-'14 iOrJ lerruchos September 8,2006 Tingey,Palmer 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-1995 Sec.2. Job -Truss._-- Truss Type Qty Ply Coral Common ; R22697186 /306092715 TO1 GABLE 2 1 - Job Reference(optional) • Trus-Way Inc.,Vancouver,WA 95668,Tony Tobel 6.200 a Jul 13 2005 MTek Industries,Inc.Thu Sep 07 0901:42 2006 Page 1 i 1 -1-4-0 1 10-0-0 I_..__: 20-0-0 1 21-4-0 1 1-4-0 10-0-0 - 10-0-0 1-4-0 i Scale=1:38.2 3x6= 9 6 oil 70 7 J G 11 , 6.0 0 12 6 12 5 Pt Y 13 4 V I 14 1 i 3 15 2 PI PI 16 .:4 Y Ir it: Y Y ■ Y Y 11 Y Y • 17 I`r 3z4= 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4= 3x6= s I 20-0-0 20-0-0 Plate Offsets(X,Y): (9:0-3-0,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) l/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.13 Vert(LL) -0.00 17 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 17 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code IRC2003/TPI2002 (Matrix) Weight 107 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 DF Std G REACTIONS (lb/size) 9=74/20-0-0,2=205/20.0-0,25=70/20-0-0,26=117/20-0-0,27=111/20-0-0,28=117/20-0-0,29=87/20-0-0, 30=180/20-0-0,23=70/20-0-0,22=117/20-0-0,21=111/20-0-0,20=117/20-0-0,19=87/20-0-0,18=180/20-0-0, 16=205(20-0-0 Max Uptift2=-158(Ioad case 3),25=-19(load case 3),26=-61(load case 3),27=59(load case 3),28=-55(load case 3), 29=66(load case 3),30=-50(load case 3),23=-19(load case 3),22=61(load case 3),21=-59(load case 3), 20=55(load case 3),19=66(load case 3),18=-50(load case 3),16=-158(load case 3) Max Grav9=132(load case 3),2=205(load case 4),25=78(load case 4),26=117(load case 4),27=111(load case 1), 28=117(load case 4),29=87(Ioad case 1),30=180(load case 1),23=78(load case 5),22=117(load case 5), 21=111(load case 1),20=117(Ioad case 5),19=87(load case 1),18=180(load case 1),16=205(load case 5) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37,2-3=-41/36,3-4=-25/41,45=-17/76,5-6=19/114,6-7=-19/152,7-8=-21/192,8-9=-6/210,9-10=-6/210, - 10-11=-21/192,11-12=19/152,12-13=19/114,13-14=-17/76,14-15=-25/41,15-16=-41/36,16-17=0/37 BOT CHORD 2-30=-1/106,29-30=1/106,28-29=1/106,27-28=-1/106,26-27=-1/106,25-26=-1/106,24-25=-1/106,23-24=-1/106, 22-23=-1/106,21-22=-1/106,20-21=-1/106,19-20=1/106,18-19=1/106,16-18=-1/106 WEBS 8-25=-51/35,7-26=-91/78,6-27=-85/74,5-28=-88/75,4-29=-67/67,3-30=-137/99,10-23=-51/35,11-22=-91/78, 12-21=-85/74,13-20=-88/75,14-19=-67/67,15-18=-136/99 RE© QRQPF NOTES cDG 1 P E. - , -y <os1)Unbalanced roof live loads have been considered for this design. Q-_,'> , 2)Wind:ASCE 7-02;110mph;h=l8ft;TCDL=4.2psf;BCDL=6.0psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right (Ly ,' -57_, exposed;Lumber DOL=1.33 plate grip DOL=1.33. 1•Flury - 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 Ga• - X' End Details as applicable,or consult qualified building designer as per ANSI/FPI 1-2002. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. - /` <17 6)Plates checked for a plus or minus 5 degree rotation about its center. A -0 0/ i I N 7)Gable requires continuous bottom chord bearing. � 21 8)Gable studs spaced at 1-4-0 oc. A 9)A plate rating reduction of 20%has been applied for the green lumber members. ,v/- EiP � �R s -C\v. 10)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued ona e 2 1 p 9 ( EXPIRATION DATE:06/30/08 j September 8,2006 _y A WARNING-Verf(g design parameters and READ NOTES ON THIS AND INCLUDED M7TBH REFERENCE PAGE MI 7473 BEFORE USE. 1111 Design valid for use ony with Mnek connectors.This design is based only upon parameters shown.and is for en individual holding component. Applicabiity of design paramenters and proper incorporation of component h responsibity of bulldog 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-Adcilion01 permanent bracing of the overall structure is the responsbirry cf the building designer.For general guidance regarding POWCR To _ fabrication,quady control.storage.delivery.erection end bracing.consult ANSI/TPII Qually Cnleda.DSS-85 and SCSit Budding Component 7777 Greenback Lane,Suite 109 Salley Infarmalion avadoble from Truss Plate Insfitute,583 D'Onofrio Drive.Madison,WI53719. Citrus Heights,CA,95610 Job Truss Truss Type qty Ply Coral Common 822691186 806082715 701 GABLE 2 1 Job Reference(optional) Trus-Way Inc..Vancouver,WA 98669,Tony Tobel 6.200 s Jul 13 2006 MiTek Industries,Inc.Thu Sep 07 09-.01'43 2006 Page 2 NOTES 11)This truss does not include any time dependant deformation for long term loading(creep)in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S)Standard • WARNING Verify deafen parameters and READ NOTES ON THIS AND INCLUDED MITRE REFERENCE PAGE 9IIL-7473 BEFORE USE. Design void for use only with Milek connectors.This design is based only upon parameters shown and Is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibtity of building designer-not truss designer.Bracing shown lvliTek, is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsbiiity of the erector.Additional permanent bracing of the overal structure is he responsbltty of the building designer.For general guidance regardingi fabrication.wally control,storage.delivery,erection and bracing,consult ANSI/Tfll Quality Criteria,058-89 and BCS11 Building Compoent 7777 Greenback Lane,Suie 109 Solely Information avaiabte from Truss Plate Institute.583 D'Onofrio Drive.Madison.WI 53719. Citrus Heights,CA.95610 Job Truss Truss Type Qty Ply Coral Common R22697187 806082715 102 COMMON 22 1 - Job Reference(optional) Trus-Way Inc.,Vancouver,WA 98868,Tony Tobel 6.200 s Jul 112005 MOnk Industries,Inc.Thu Sep 07 09:01:43 2006 Page 1 1 -1-4-0 l 5-3-7 1 _ 10-0-0 1 1469 I 20-0-0 1 21-4-0 1 t I 1-4-0 5-3-7 4-8-9 4-8-9 5-3-7 1-4-0 Scale=1:38.2 4x6= 4 1 ._l f 6.00 FIT Dr4\� 2x4,, . 3 r/A41111 + i AIIIIIILI 2 6 00, �� ' 71a __ 4x6= 10 9 8 4x6= 3x4= 3x6= 3x4= 6-10-5 1 13-1-11 1 20.0-0 1 6-10-5 6-3-7 6-10.5 - LOADING(psi) SPACING 2-0-0 CSI AFL in (lac) I/dell Lid PLATES GRIP _ TCLL 25.0 Plates Increase 1.15 TC 0.18 Vert(LL) 0.04 8-10 >999 360 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.25 Vert(TL) -0.09 2-10 >999 180 BCLL 0.0 Rep Stress!nor YES WB 0.20 I-torz(TL) 0.03 6 n/a n/a BCDL 10.0 Code 1RC2003/TP12002 (Matrix) Weight 85 lb LUMBER - BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (lb/size) 2=921/0-5-8,6=921/0-5-8 Max Uplift2=412(load case 3),6=-412(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-1390/489;3-4=-1218/488,45=-1218/488,5-6=-13901489,6-7=0/38 BOT CHORD 2-10=302/1169,9-10=-113/801,8-9=-113/801,6-8=302/1169 WEBS 3-10=-285/224,4-10=-130/447,4-8=-130/447,5-8=-285/224 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;110mph;h=18ft;TCDL=4.2psf;BCDL=6.0psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right ; exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Plates checked for a plus or minus 5 degree rotation about its center. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIf7P1 1. 7)This truss does not include any time dependant deformation for long term loading(creep)in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. c1,0 PR OFF, LOAD CASE(S)Standard �-- �‘G.I NE- - 1„� cc- 1,.f ri'E t' oa • 'R \ EXPIRATION DATE:06/30!08 September 8,2006 WARNme-Verify design parameters and READ NOTES ON THIS AND TNCLVDBD MITER REFERENCE PAGE Ml4-7473 BEFORE USE. ' Design vafid for use only with Maack connectors.This design is based only upon parameters shown.and is for on individual building component. �r Applicability of design poromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown i 9 k- is for laierol support of individual web members only.Additional temporary bracing to insure stabtify during construction i the responsrbilliy of the erector.Additional permanent bracing of the overall structure b the responsibility of the building designer.For general guidance regarding fabrication.qualify control storage.delivery.erection and bracing.consult ANSI/WIt Qualify Criteria,058-89 and ICSII Budding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,583 D'Onotrio Drive,Machan,WI 53719. Cillos Heights,CA,95610 Job - truss Truss Type Qty Ply Coral Common 622697188 806082715 T03 GABLE 2 1 Job Reference(optional) • rem-Way Inc.,Vancouver,WA 98668.TonyTobel 6200 s Jul 13 2005 MiTek Industries,Inc.Thu Sep 07 09:01:43 2006 Page 1 I 10-0-0 I--. 20-0-0 1 21-4-0 1 10-0-0 10-0-0 1-4-0 Scale=1:37.4 3x8 aL. 7 .' 9 6.°°1-1- 67 LII' 5 11 14 Y 12 G 13 3 2 : Rei 14 y Y cy}�1 15 Y Y Y Y 11 11 1'1 li ■ rl W ►_; 16I'T O 3x4•♦-••♦•_.'''"•'•29•'•'''•'•'28•_•._'♦'•'27♦'•'_'•'♦.28.......•_25.e.e,•24 •23 •22•♦•.._•!•_21•_•_-_•:20.•..._•_19'____•_1e e__._•_17=•-__' _____•3x4= 3x6= I 26-0-0 1 20-0-0 Plate Offsets(X,Y): [8:0-3-0,Edge] LOADING(psi) SPACING 2-0-0 CSB DEFL in (lac) l/defl Lid PLATES GRIP • TCLL 25.0 Plates Increase 1.15 TO 0.13 Vert(LL) -0.00 16 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 16 n/r 9D ' BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 15 n/a n/a BCDL 10.0 Code IRC2003/TPI2002 (Matrix) Weight:105 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.18.Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 DF Std G REACTIONS (lb/size) 1=91/20-0-0,8=74/20-0-0,15=205/20-0-0,24=70/20-0-0,25=117/20-0-0,26=110/20-0-0,27=122/20-0-0, 28=65/20-0-0,29=227/20-0-0,22=70/20-0-0,21=117/20-0-0,20=111/20-0-0,19=117/20-0-0,18=87/20-0-0, 17=180/20-0-0 Max Horz1-52(load case 3) Max Uplift/=-21(load case 3),15=-159(load case 3),24=-19(load case 3),25=-62(load case 3),26=-57(toad case 3), 27=-62(load case 3),28=-34(load case 3),29=-117(load case 3),22=-19(load case 3),21=-61(load case 3), 20=-59(load case 3),19=-55(load case 3),18=-66(load case 3),17=-50(load case 3) Max Grav1=92(load case 4),8=132(Ioad case 3),15=205(load case 5),24=78(load case 4),25e118(load case 4), 26=110(load case 1),27=122(Ioad case 4),28=65(load case 1),29=227(load case 1),22=78(load case 5), 21=117(load case 5),20=111(load case 1),19=117(load case 5),18=87(load case 1),17=180(load case 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-36/42,2-30,_29/46,3-4=-17/75,4-5=-19/115,5-6=-19/153,6-7=-21/192,7-8=-61210,84=-6/210,9-10=-21/192, 10-11=-19/153,11-12=-19/115,12-13=-18/76,13-14=-26/41,14-15=-41/36,15-16=0/37 BOT CHORD 1-29=-0/106,28-29=-0/106,27-28=-0/106,26-27=-0/106,25-26=-0/106,24-25=-0/106,23-24=0/106,22-23=0/106, 21-22=-0/106,20-21=-0/106,19-20=-0/106,18-19=-01106,17-18=-01106,15-17=-0/106 WEBS 7-24=-51/35,6-25=-91/78,5-26=85/74,4-27=90/77,3-28=-58/53,2-29=-158/129,9-22=-51/35,10-21=-91/78, 11-20=85/74,12-19=-88/75,13-18=-67/67,14-17=-136/99 " RS.O PROpe NOTES C? ANG I V E9 /v 1)Unbalanced roof live loads have been considered for this design. 4-0 4111117 i • 2)Wind:ASCE 7-02;110mph;h=18ft;TCDL=42psf;BCDL=6.0psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right C' 168!"! pC exposed;Lumber DOL=1.33 plate grip DOL=1.33. • 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 1-2002. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. D - 5)All plates are 2x4 MT20 unless otherwise indicated. �S-AT•_EG ,,b 6)Plates checked for a plus or minus 5 degree rotation about its center. : �rB E 1, 7)Gable requires continuous bottom chord bearing. A 8)Gable studs spaced at 1-4-0 oc. ..? is? s.1\V. 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 ( EXPIRATION DATE:06/30/08 j September 8,2006 a WARNING-Verify&reign parameters and READ NOTES ON THIS AND INCLUDED MITRE REFERENCE PAGE MILV473 BEFORE USE. Design valid for use only with Mnek connectors.This design is based only upon parameters shown.and is for on indrviduol building component. Appliicability of design paramenters and proper incorporation of component is responsiblity of building designer-not truss designer.Bracing shown i -- is for lateral support of individuol web members only.Addifiorrol temporary bracing to insure stabliy during construction is the respcnsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,wally control.storage.delivery.erection and bracing.consult ANSIRPH Quality Criteria.050-89 and BCSII Budding Component 7777 Greenback Lane,Sate 109 Solely Information available horn Truss Plate Institute.583 D'Onofrio Drive.Madison.WI 53719. Cdrus Heights,CA,95610 Job Truss Truss Type Qty Ply Coral Common 822697188 806082715 103 GABLE 2 1 Job Reference(optional) Trus-Way Inc.,Vancouver,WA 98668,Tony Tobel 6.200 s Jul 13 2005 MiTek Industries,inc.Thu Sep 07 09'01:43 2006 Page 2 NOTES 10)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUfPI 1. 11)This truss does not include any time dependant deformation for long term loading(creep)in the total load deflection. The building designer shall verify that this parameter fits with the intended use of this component. LOAD CASE(S)Standard • • • a WARRENS-Verify design parameters and READ NOTES ON THIS AND INCLUDED inTEE REFERENCE PAGE M.7473 BEFORE USE. Design valid for use only with 1vuTek connectors.This design is based only upon parameters shown,and Is tor on IndMdual building component. Applicability of design parornenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown /�V � is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction in i'� the responsibility of the erector.Additional permanent bracing of the overall structure is the responsbirity of the building designer.For general guidance regarding Pawce*o.cnrosrr.- fabrication,quality control slorage.delivery.erection and bracing,consult ANSI/TP11 Quality Criteria,D5B-89 and 110511 Building Component 7777 Greenback Lane.Sale 109 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive.Madison.WI 53719. Citrus HegMs,CA,95610 Symbols Numbering System ,,Ilri'k, General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 j dimensions shown in ft-in-sixteenths Damage or Personal Injury r��= Dimensions are in ft-in-sixteenths. I I (Drawings not to scale) Ilkand f � Apply ully platesembed to both sidesteeth. of truss 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required. See BCSI1. 0.1/1i,1/1 2. Truss bracing must be designed by an engineer.For 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator A _ bracing should be considered, 3. Never exceed the design loading shown and never 11111111Aorp stack materials on inadequately braced trusses. 04. Provide copies of this truss design to the building For 4 x 2 orientation,locate 0designer,erection supervisor,property owner and plates 0-1 / from outside O 1%,•,, ,, ,, ,,, � 0= all other interested parties. edge of truss. ,— O 5. Cut members to bear tightly against each other. 7.: C6-7 C5-6 H BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1, "Plate location details available in Muck 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 4 x 4 width measured p 10.Camber is a non-structural consideration and is the perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ��i Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 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. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 Mitek®All Rights Reserved approval of an engineer. ■, reaction section indicates joint 11111111.1111111 number where bearings occur. 17.Install and loud vertically unless indicated otherwise. IIIIII�m 18.Use of green or treated lumber may pose unacceptable _� environmental,health or performance risks.Consult with Industry Standards: Mil project engineer before use. ANSI/TPI1: National Design Specification for Metal 19,Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. 1 lc* and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, is not sufficient. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.'" ANSI/7P11 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MI1.7473