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Specifications FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT III ■ + Transmittal Letter i i,,,,R I) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 Z www.tigard-or.gov TO: j 1� D 1 ATE RECEIVED: r DEPT: BUILDING DIVISION RECEIVED MAR 9 2015 FROM: mkt Amu- CITY OF TIGARD COMPANY: LeNthipee. NV/ BUILDING DIVISION PHONE: 7100'9C5'944 By: RE: /p 3 5k) i / 4 _ qr4iwxoOate A dress) it Nr :A dot ii- &� Al, 'rode t name or su,,r 'sion n. an• of tinnier ATTACHED ARE THE F 1 LL 1 W NG IT ` MS: Copies: Description: Copies: Description: Additional set(' of pl. s. / Revisions: f, t iJ Cross section( and ■etails. Wall bracing and/or lateral analysis. Floor/roof framin_ , Basement and retaining walls. Beam calculatio Engineer's calculations. Other(explain). // REMARKS: jp/1t re/ Z) $1 /��//e7 5 r. It) /Ybf lit/4 rGOOie. 77G1tt3• FOR OF IC USE ONLY Routed to Permit Technician: Date: r3 (2 j ---- Initials Fees Due: El Yes Fee Description: Amount e: _,...6---------. $ Special Instructions: Reprint Permit(per PE): ❑ Yes o Do Applicant Notified: Date: ,A,// Initial • L\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 10, MiTek� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL14-49 UPPER Fax 916/676-1909 LH The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal: R42842761 thru R42842772 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Vt'5T2OI City of Tigard A. .rove. Plans Y C,k; Date � B REVISION & o WAS, o ! cTx OFFICE COPY • /1 4F 49639�p w salt Cs.7. September 18,2014 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. IMIIIMIMIMMIIIIJob Truss Truss Type Qty Ply LFI R42842781 PL14-49_UPPER FT1 FLOOR 5 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:23:28 2014 Page 1 I D:imeEEzg8mVpexKKV71?bzqzKBuQ-pVYrPgaQV12EJNNfh9KwY3U935ReelC3trXgUviychJ? 2-6-0 1-4-1 1-2-0 11 1-11-3 1-9-0 Scale=1:28.6 1.5x3 I I 4x6= 1.5x3 I I 1.5x3 I I 304= 1.5x3 I I 3x4 = 1.5x3 I I 3x6= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 ! a e 1-* 15 14 13 12 11 3x5= 4x4= 3x4= 3x5= 3x8= 3x4 = I 14-8-1 15-3-1 16-5-4 4-1-1 0-7-0 0-7-0 11-2-3 Plate Offsets(X.Y)-- [14:0-1-8.Edgej,[15:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -0.33 13-14 >601 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.52 13-14 >378 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:74 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:13-14. REACTIONS. (lb/size) 16=897/0-2-8 (min.0-1-8),11=897/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2957/0,3-4=-2957/0,4-5=-2957/0,5-6=-3643/0,6-7=-3643/0,7-8=-2545/0,8-9=-2545/0 01ONIO BOT CHORD 15-16=0/1994,14-15=0/2957,13-14=0/3630,12-13=0/3271,11-12=0/1459 WEBS 3-15=-518/0,2-16=-2140/0,2-15=0/1242,9-11=-1666/0,9-12=0/1241,7-12=-829/0,7-13=0/425,5-14=-864/0 _p p WASI- NOTES- C� . co O" 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. ?r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacics to vd� 49639 sy be attached to walls at their outer ends or restrained by other means. OTC+3,496 3_A A LOAD CASE(S) Standard s`rtONALti G ∎-• „vNGP F9 s% t e 870 2PE r N c‘AAj OREGO cy�'ti� BER �1 .43P OS A. HE v`t\ EXPIRES:06/30/2015 September 18,2014 AKARNIM3-Verify design parame ten and READ NOTES ON MIS AND MUM NITEK REFERENCE PAGE NM 7473 u 1/79/2014 BEFORE USE Design valid for use only with MTek connectors.This design is based only upon paameters 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.Additionol temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Addtional permanent bracing of the overall structure is the responsibility of the bufdng designer.For general guidance regardng fabrication,quality control storage,delivery,erection and bracing.consult ANSI/7P11 Qually Criteria,055-89 and SCSI lulling Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 If Southern Dino(SP)lumber is specified,the design values sus those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LH R42842782 PL14-49 UPPER FT2 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:23:28 2014 Page 1 ID:imeEEzgsmVpexKKV71?bzgzKBuQ-IugbgMcg2fU 1 chp3Hky08vFTrFPtD8RAJg9azaychlz 0-1-8 H I 26-0 I 1-7-15 1 1 1-2-0 1 1 0.9-5 1 Scale=1:24.9 1.5x3 II 1.5x3= 3x5= 1.5x3 I I 1.5x3 I I 3x4 = 1.5x3 I I 3x5 = 1.5x3 I I 1 2 3 4 5 6 7 8 4 KM Wil .r.,...„„„„„4„...„%%„e �j '/ 12 11 10 9 3x6= 3x4= 304= 3x8 = 3x4= I 14-4-4 I 144-4 Plate Offsets(X,Y)- .111:0-1-8,Edgej.[12:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.19 10-11 >916 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.28 10-11 >597 360 BCLL 0.0 Rep Stress Ina YES WB 0.51 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:64 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=773/0-5-8 (min.0-1-8),9=779/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2481/0,3-4=-2481/0,4-5=-2481/0,5-6=-2614/0,6-7=-2614/0 0cON1O p BOT CHORD 12-13=0/1706,11-12=0/2481,10-11=0/2744,9-10=0/1678 �t WEBS 3-12=-345/0,4-11=-59/311,2-13=-1818/0,2-12=0/953,7-9=-1801/0,7-10=0/1005,5-10=-264/12,5-11=-532/75 _pc�p4 W f,{ � NOTES- 1 ,, ti,: �Ox 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 1 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ...;:7 be attached to walls at their outer ends or restrained by other means. rd 4)CAUTION,Do not erect truss backwards. 49639 444 LOAD CASE(S) Standard `sS'ONAL' ' ' c.. 'T� AGP EFq `/e) 2 �� 87022PE 9f N 5- NI y �'oj, OREGON n5 11./ 'A0 ccMBER 0 N'' �`S A. HEY, EXPIRES:06/30/2015 September 18,2014 � 2 ANARMNu-Verity design ammeters and READ ROTES ON MIS AND MUM NI1EK REFERENCE PAGE MII-7473 tea 1/19/1021 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 responsibillity 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/1PI1 Quality Criteria,DUI-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95810 1 Southern Pine(SP)lumber is specified,the design values are those affective 06/01/2013 by ALSO Job Truss Truss Type City Ply LH R42842763 PL14-49_UPPER FT3 FLOOR 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Ned Sep 17 13:23:28 2014 Page 1 I D:imeEEzg8mVpexKKV717bzgzKBuQ-IugbgMcg2fU 1 chp3Hky08vFTnFPcD7EAJg9azaychlz 0.1.8 H I 2-8-0 1 1-7-15 I I 1-2-0 11 0-11-5 1 Scale=1:25.2 1.5x3 II 1.5x3= 3x5 = 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 3x5 = 1.5x3 II il1 2 3 4 5 6 7 8 PW— . L' II WI kell _A. e :rosolt 12 11 10 306= 354= 3x4= 3x8 = 3x4= I 14-6-4 14-6-4 Plate Offsets(X.Y)— [11:0-1-8.Edge].(12:0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.20 10-11 >873 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.30 10-11 >566 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight:64 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=782/0-5-8 (min.0-1-8),9=786/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2530/0,3-4=-2530/0,4-5=-2530/0,5-6=-2661/0,6-7=-2661/0 oTONIO BOT CHORD 12-13=0/1730,11-12=0/2530,10-11=0/2816,9-10=0/1702 WEBS 3-12=-354/0,4-11=-56/273,2-13=-1844/0,2-12=0/980,7-9=-1827/0,7-10=0/1030,5-10=-267/0,5-11=-526/79 _5)7 40v wASl NOTES- y �r}. ,eOx d 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. ` i 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to --'11 be attached to walls at their outer ends or restrained by other means. 49639 4 4)CAUTION,Do not erect truss backwards. 1:1 A,��CI$I�R '� LOAD CASE(S) Standard s` 0istAL06 go PR0 870 2PE 91! N y �.j, OR EGO c AN 'AO tcMBER Al +O OS, A. HON EXPIRES:06/30/2015 September 18,2014 4 A WARNING-Verity design parame ten and READ MOLES ON THIS AND INCLUDED NITER REFERENCE PAGE NII-1413 re is 1/19/2011 BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and a 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 k the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek" fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/W11 qualify Criteria,DSI.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 II outhern available frorn b spec Truss NNd,the Institute, values are those Lfeecctive osA Alexandria.po b ALSC Citrus Heights.CA,95610 Job Truss Truss Type Oty Ply LH • R42842784 PL14.49_UPPER FT4 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:23:28 2014 Page 1 ID:imeEEzg8mVpexKKV71?bzgzKBuo-IugbgMcg2fU1chp3Hky08vFYsFVEDD1AJg9azaychlz I 1-1-13 I I 1-2-0 I 0-8-15 I 24.0 I 1l'�T Scale:1"=1' 354= 11.5x3 II 2 31.5x3 I I 4 3x4= 51.5x3 II ', 10 T I ■E 1.5x3= 1. Z." _.A(la.- s kA o • - 1.5x3 I I 3x4 = 9 8 7 1 3x4= 3x8= I &2-4 I 6-2-4 Plate Offsets(X.Y)— (2:0-1-8.EdgeLU:0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.03 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:29 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=324/0-5-8 (min.0-1-8),9=330/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-421/0,3-4=-421/0 0-cONIO BOT CHORD 8-9=0/421,7-8=0/421,6-7=0/532 WEBS 2-9=-535/0,4-6=-563/0 _pS�p4 wAsfji4, NOTES- ICFC4' / - �0 t) 1)Unbalanced floor live loads have been considered for this design. N 2)Refer to girder(s)for truss to truss connections. / 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 71 be attached to walls at their outer ends or restrained by other means. vd f' 4)CAUTION,Do not erect truss backwards. - $ 44639 O+{+ .eG/STE LOAD CASE(S) Standard �s`,,, GI / -iG1 P R OF NEF19 `'/0291' 87022PE Nt yw rtV �Aj, OREG N rye 4/ �C' FMB ER 0 �O OS A. HO; EXPIRES:06/30/2015 September 18,2014 1 r A WARNI%-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE 1471-7473 re a 1/19/1014 BEFORE USE MN Design valid for use only with MTek connectors.This design is based only upoh 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 responsibillity 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/7P11 Quality Criteria,D51-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 M south em Piro(SP)lumber Is spec Wind,the design values are tbom affective 06/01/2013 b yAtSC Job Truss Truss Type thy Ply u-i R42842755 PL14-49 UPPER FT5 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Wed Sep 17 13:23:29 2014 Page 1 I D:imeEEzg8mVpexKKV71?bzgzKBuQ-E4 E_2iclozcuErOGgSU Fh6njcfgVygJJX Uv8VOych Iy I 1-1-9 I I- 1-2-0 -. i I 04-3 I 2-8-0 I Scale=1:11.6 3x4• I 1.5x3 I I 2 31.5x3 I I 4 3x4= 51.5x3 I I•ArZ • e W 4- 1 1 e e , 1.5x3 II 3x4= 9 8 7 6 3x4= 3x4= I 1-4-9 I 1-11-9 I 2-6-9 1.8- 6-0-12 I 1-4-9 0-7-0 0-7-0 t 3+11 Plate Offsets(XY)— ]2:0-1-8.Edge].17:0-1-8-Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.03 8-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.05 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:28 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=327/0-2-4 (min.0-1-8),6=327/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-412/0,34=412/0 , ONIO BOT CHORD 8-9=0/412,7-8=0/412,6-7=0/521 WEBS 2-9=-527/0,4-6=-559/0 Oy O1 WASJ 4 NOTES- G �P di, a>. yt5 1)Unbalanced floor live loads have been considered for this design. � - 1' N 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to •d ' , be attached to walls at their outer ends or restrained by other means. 3 4, 49639 4r OAF 4bISTEW $' LOAD CASE(S) Standard 3'SIONAL' G G.,.... ,_ :. , „9 , 2 (,...., ,,,,„. 87022P- 9< N yY'0j, OR GON c)� < 'A ' CER 4a4 EXPIRES:06/30/2015 September 18,2014 1 AWARNMG-Verify design parameten and READ 150TESON THIS AND IP LBEDNITEKREFERENC EPAGEHII-7473rei1/29/2911BEFOREUSE iii• Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual budding 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 responsibilliy 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/1141 Quality Criteria,059.89 and SCSI Building Component 7777 Greenback Lane.Suite 109 Sdety Informallon available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pin.ISP)lumber B swilled,the deign values am those elective 06/01/2013 byALSC Job Truss Truss Type Qty Ply LH R42542766 PL14-49_UPPER FT6 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:23:29 2014 Page 1 ID:imeEEzg8mVpexKKV71?bzqzKBuQ-E4E 2iclozcuErOGgSUFh6njcfgPygHJXUv8VOychly I - 1-1-9 I F 1.2.0 I I 0-9-3 I 2-6-0 I Scale:1'=1' 3x4 = 11.5x3 II 2 31.54 II 4 3x4= 51.553 II J _/JI.- — i _ • --- 10 T 1.5x3= e e a e 1.5x3 II 3.4= 9 1 8 7 3x4= 3x6= I 8-2.4 1 6-2-4 Plate Offsets(X.Y)— 12:0-1-8.Edge].(7:0-1-6.Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.03 6-7 >999 480 MT20 2201195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.15 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:29 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Sld(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=324/0-5-8 (min.0-1-8),9=330/0-2-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-419/0,3-4=-419/0 o'gONIO p,, BOT CHORD 8-9=0/419,7-8=0/419,6-7=0/532 �C WEBS 2-9=-536/0,4-6=-562/0 05 OF WASP,, y, NOTES- I f, ' 761.;Y x: O 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 7/ be attached to walls at their outer ends or restrained by other means. 4 4)CAUTION,Do not erect truss backwards. 15 4,+Q�4 5639�Q lw LOAD CASE(S) Standard S'$toNALT�V�1"�~4 r PROFFSs INEF9 /&2 22PE 9r w yN �N �-$, OREG N rp id OS A. HO; EXPIRES:06/30/2015 September 18,2014 s A I6ARMhG-Verify design parameters and READ NOTES ON MS AND MIMED M17Ex REFERENCE PAGE M11-7473 re a 1/19/201181FOREUSE MI Design valid for use only with MTek 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 constriction rs 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/1PI1 Qualify Criteria,DSB-89 and!SCSI Butlding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber Is spec M d,the design values era those elective 06/01/2013 by MSC Job Truss Truss Type Qty Ply LH R42842757 PL14-49_UPPER FT7 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:23:30 2014 Page 1 I D:imeEEzg8mVpexKKV71?bzqzKBuQ-iGoMF1 dwZHllr?zS09?UEKKoz258h2ITmBeh 1 Tychlx i 2-6-0 I 1 0-8-5 I I 1-2-0 I i 0-6-15 i 0141 Scale=1:23.1 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x5 = 1.5x3 = 1 2 3 4 5 6 7 8 ,a Y � \Y , 14 o U. 9W 'ill 1 I tom\. e e Mr 13 12 11 10 10' 3x4 = 3x8= 3x4= 3x4= 3x6= I 13-4-4 13-4-4 Plate Offsets(X.Y)— [10:0-1-8.Edge].(11:0-1-8.Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.16 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.24 11-12 >658 360 BCLL 0.0 Rep Stress Incr YES WS 0.46 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=718/0-5-8 (min.0-1-8),13=724/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2333/0,3-4=-2333/0,4-5=-2010/0,5-6=-2010/0,6-7=-2010/0 oloNIO BOT CHORD 12-13=0/1538,11-12=0/2323,10-11=0/2010,9-10=0/1586 WEBS 5-11=0/385,6-10=-490/0,2-13=-1651/0,2-12=0/854,4-11=-595/0,7-9=-1689/0,7-10=0/795 GOS cPOv WAS ES- X. Si.` i �O d 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. %., 1 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to rr be attached to walls at their outer ends or restrained by other means. 4 / o- 4)CAUTION,Do not erect truss backwards. +f+ ,Q 49639 Q1 LOAD CASE(S) Standard sstONAL G �c p 0 PR OFEsrs �c�� �NGI N�E9 /o2 8 I 2PE 91' N tN y %). OREGO �o 4/tv EXPIRES:06/30/2015 September 18,2014 4 a A WARNTNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED NIIER REFERENCE PAGE NII-7413 re c 1/19/20741 BEFORE USE MI Design valid for use only with Mlek 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 k 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 responsibillity of the MTek' 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/TPII Quality Criteria.DS8-89 and 5C51 8utding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N Southern Pine(SP)lumber is spec Med,the design values are those eUectlee 06/01/2013 byAIXC Job Truss Truss Type Oty Ply LH " R42842788 PL14.49_UPPER FT8 FLOOR 1 1 Job Reference(optional) Pacific Lumber d Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:23:30 2014 Page 1 ID:imeEEzg8mVpexKKV717 bzgzKBuQ-iGoMFIdwZHIlr?z5O9?UEKKok25Gh2hTm8ehlTychlx I _ 2-6-0 I I 0-9-5 I I 1-2-0 I I 0-8-15 I 041_13 Scale=1:23.3 1.5x3 II 1.5x3 I I 3x5= 1.5x3 I I 3x4= 1.5x3 I I 1.5x3 I I 3x5= 1.5x3 = 1 2 3 4 5 6 7 B 1,4 � - Ii I -14 7 ii\ I/ II )�1 e e 1 5 12 11 10 O M 3x4 = 3x6= 3x4= 3x4= 3x6= I 13-5-4 13-5-4 Plate Offsets(X.Y)-- [10:0-1-8.Edge].(11:0-1-8.Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.16 11-12 >987 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.25 11-12 >640 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.t&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=723/0-5-8 (min.0-1-8),13=729/0-1-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2357/0,3-4=-2357/0,4-5=-2031/0,5-6=-2031/0,6-7=-2031/0 010NI0 itt BOT CHORD 12-13=0/1550,11-12=0/2359,10-11=0/2031,9-10=0/1598 WEBS 5-11=-1/358,6-10=-498/0,2-13=-1664/0,2-12=0/866,4-11=-586/0,7-9=-170310,7-10=0/807 G05 X04 W�I(f�,a NOTES- i X. ��. �0� 1)Unbalanced floor live loads have been considered for this design. % % 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. SVongbacks to \, be attached to walls at their outer ends or restrained by other means. rd �' ,g. 4)CAUTION,Do not erect truss backwards. 11 Q� S .4 w cd C _ LOAD CASE(S) Standard �s G s1ONAL ,( ti) PR OFFS, Q��- �NG]NEu s1'0 870 2PE N y �Aj, OREGO 1 rye �/� �0 �i1,jQER N.` Q OS, A. Hec't EXPIRES:06/30/2015 September 18,2014 A WARNING-Verify design parameters and READ 110 TES ON THIS AM)INCLUDED MITEK REFERENCE PAGE NII-1473 res.If 19/1014 BEFORE USE NE 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 responsibillity 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/TPI1 Qualify Criteria.DS11-89 and/CSI Building Component 7777 Greenback Lane,Suite 109 Safely InformaHon I1I1 Southern Pine(SP)lumber In specified,the dedps ifues Lee e those Street,Suite dactive 06/01/2013 by MSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply LH R42642769 PL14-49_UPPER FT9 FLOOR 6 1 Job Reference(optional) Pacific Lumber 6 Truss Co.. Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Ned Sep 17 13:23:30 2014 Page 1 ID:imeEEzg8mVpexKKV71?bzgzKBua-iGoMF1dwZHllr?zSO9?UEKKu32Abh8YTm8ehlTychlx I 2-1-1 3541= I 1-2-0 1 I 0-9-11 I 1 1.5x3 I I 2 3 3x4= 4 1.5x3 II Scale=1:8.8 Jfl • \• ' \_ . e e 1 1.5x3 II 1.5x3 II 8 7 6 3x4= 3x4= I 2-4-1 I 2-11-1 I 381 I 4-842 I 2-4-1 0-7-0 0-7-0 1-0-11 Plate Offsets(X.Y)- [2:0-1-8.Edge].[3:0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.02 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.22 Vert(TL) -0.03 7-8 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:22 lb FT•0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc pullins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=244/0-1-12 (min.0-1-8),5=244/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-261/0 0--ONI0 >L BOT CHORD 7-8=0/261,6-7=0/261,5-6=0/261 � . WEBS 2-8=-286/0,3-5=-383/0 _C§,iip4 WAS y , ✓ NOTES- ` O 1 1)Unbalanced floor live loads have been considered for this design. x � 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,5. I 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ar be attached to walls at their outer ends or restrained by other means. vb �' 496390 w LOAD CASE(S) Standard g{, � GIS g-.Pr . ZS"S1ONALV.G ��Q,t,Ci PROFFss �c� NGINEF9 >O '� 870 2PE 9 N y 0 ,.... N '0)., OREGO tip / 'A $.'O O �EtER \, �4 S A. 110:1/4' EXPIRES:06/30/2015 September 18,2014 I 1 Q(YARNING-Verify design parameters and READ WITS ON THIS AND INCLUDED MITER REFERENCE PAGE NII-7473 rat 1/29/2014 BEFORE USE MI 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 responsibillity 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/TPI1 Quality Criteria.DSt1-69 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inlormallon available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pirse(SP)Lumber is specified.the desiirs values ate those elective 06/01/2013 byALSC Job Truss Truss Type Qty Ply LH R42842770 PL14-49 UPPER FT10 FLOOR 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Milek Industries,Inc.V1kd Sep 17 13:23:27 2014 Page 1 ID:imeEEzg8mVpexKKV71?bzgzKBuQ-Hh6DdOb2HMMA XEtjlRnchil2r3RUg204AQ1R8ychJ_ 0-1-8 H I 2-6-0 I 1-7-15 1 1 1-2-0 1 1 0-10-13 1 Scale=1:25.1 1.5x3 II 1.5x3= 3x5= 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 I I 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 Mgt li 4 11 .rt.'IIIIII '0 .-1- -.. 1k Jill I .9 MO M/ 12 11 10 a 3x6= 3x4 = 3x4= 3x8= 3x4= 14-5-12 I I 14-5-12 Plate Offsets(X,Y)- [11:0-1-8,Edge],[12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.19 10-11 >884 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.30 10-11 >574 360 BCLL 0.0 Rep Stress Ina YES WB 0.52 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight:64 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 DF No,1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=780/0-5-8 (min.0-1-8),9=786/0-2-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2518/0,3-4=-2518/0,4-5=-2518/0,5-6=-2650/0,6-7=-2650/0 010NIO 4. BOT CHORD 12-13=0/1724,11-12=0/2518,10-11=0/2798,9-10=0/1696 �t WEBS 3-12=-352/0,4-11=-56/281,2-13=-1838/0,2-12=0/974,7-9=-1820/0,7-10=0/1024,5-10=-267/0,5-11=-527/78 _p5 X04 WASfi�N NOTES- CSI„ ; 'AO t7 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. ■ 1 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to z� be attached to walls at their outer ends or restrained by other means. rK! "/'' 49639 w 4)CAUTION,Do not erect truss backwards. 0,0 4',.s,„4,4,461 R� LOAD CASE(S) Standard IONAL'I1G PRO (15e, oGIN4 )o 2 87022P- 9r ti y• "� > Aj, OR GON tip zQ.pA0 MBER 1\ + 0S A. He?, EXPIRES:06/30/2015 September 18,2014 1 A WARNEM5-Verify design paranteen and READ M)TES ON THIS AND INCLUDED MITER REFEREME PAGE x117473 re r.1/29/2011 BEFORE USE MN Design valid for use only with MTek 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 responsibillity of the MITE*"erector.Additional perrnonent bracing of the overal structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage.delivery.erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSe-89 and eCSI Bulking Component 7777 Greenback Lane,Suite 109 Seutham Pine Information S aail lumber fr le from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 H specified,the design values ue these elective 06/01/2013 byALSC i Job Truss Truss Type Qty Ply LH R42842771 PL14-49_UPPER FT11 FLOOR 4 1 Job Reference(optional) Pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.530 s Jut 11 2014 MiTek Industries,Inc.Wed Sep 17 13:23:27 2014 Page 1 3x4 =ID:imeEEzg8mVpexKKV71?bzgzKBuQ-Hh6DdOb2HMMA_XEtj1RnchiOnr9ZUn104AQlR8ychJ_ I 2-1-1 I I 1-2-0 I I 0-6-11 1 1.5x3 II 2 3 3x4= 4 1.5x3 II Scale=1:8.4 w w■ ■wow - In M 111 Illag II II MN '/ 1.50 II 1.5x3 II 8 7 6 5 354= 354 = 2-4-1 I 2-11-1 I 3-6-1 I 4-3-12 I 2-4-1 0-7-0 0-7-0 0-0-11 Plate Offsets(X.Y1— [2:0-1-8.Edge].j3:0-1-8,Erge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.02 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.03 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=230/0-3-12 (min.0-1-8),5=230/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-5=-401/0 otONIO 44, NOTES- ,.Q pf WAS 1. 1)Unbalanced floor live loads have been considered for this design. F j� G., 2)Refer to girder(s)for truss to truss connections. 4 I-e: O 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ■ I "r LOAD CASE(S) Standard 41 ' 15 * 49639 q,, O.o� 4.0/S ' NAL <( PROFFS, Q 8 12PE �l (P ytt‘'3j, OR EGO (y° kvtv 'P 0, 0M8ER ,�� �a OS A. HE?' EXPIRES:06/30/2015 September 18,2014 1 ■ a NIARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE NII-7473 re t.1/29/1014 BEFORE USE la Design valid for use only with MTek 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 responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek• fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSS-89 and ICS]Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the dealpi values art those effective 06/01/2013 by ALSC t . Job Truss Truss Type Qty Ply LH R42842772 PL1449 UPPER FT12 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:23:27 2014 Page 1 ID:imeEEzg8mVpexKKV7I?bzgzKBuQ-Hh6Dd0b2HMMA_XEtj 1 RnchiEZr_2UfQ04AQ1 RBychJ_ I 2-6-0 1 1-2-13 1 1 1-2-0 I I 1.10.15 I 1-9-0 I Scale=1:264 1.5x3 II 4x6= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e 16 15 14 13 12 11 3x5= 4x4 = 3x4= 3x5= 3x8= 3x4 = I 18-3-12 16-3-12 Plate Offsets(X.Y1— 114:0-1-8,Edge).[15:0-1-8-Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.32 13-14 >610 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.51 13-14 >383 360 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=890/Mechanical,11=890/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2887/0,3-4=-2887/0,4-5=-2887/0,5-6=-3593/0,6-7=-3593/0,7-8=-2520/0,8-9=-2520/0 0101•110 ONIO BOT CHORD 15-16=0/1980,14-15=0/2887,13-14=0/3568,12-13=0/3233,11-12=0/1446 WEBS 3-15=-538/0,2-16=-2125/0,2-15=0/1212,9-11=-1652/0,9-12=0/1227,7-12=-815/0,7-13=0/411,5-14=-868/0 Goy�p4 WAS.EII, NOTES- O d 1)Unbalanced floor live loads have been considered for this design. h `� 2)Refer to girder(s)for truss to truss connections. !I 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to r be attached to walls at their outer ends or restrained by other means. vd tr LOAD CASE(S) Standard do��,p�IS639y sS'ONA��t.,VA G rG1N�PEQ PROFESS <cCEFR X02Q 022PE �r IV yN ttV (IN 1.- OREG N rye Az/ 'A0 ��BER N\ �`SA. HO; EXPIRES:06/30/2015 September 18,2014 I 4 A WARMhG-Verify design parameters and READ?DIES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 sea I/29/20118E f 0 R E USE Design valid for use only with Mild,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 responsibillity 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/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95810 If Southern Pine(SP)haeber k specified,the design valves are those teectiw 06/01/2013 by ALSO Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury MM Dimensions are in ft-in-sixteenths. I4 Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 2 3 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 may require bracing,or alternative Tor I IIIIIIIIIE ) ILNIllpiglopp bracing should be considered. 0 I p 3. Never exceed the design loading shown and never a a stack materials on inadequately braced trusses. PO O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c-e Co.? 6 designer,erection supervisor,property owner and plates 0-1 d'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 I. 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. 8. Unless otherwise noted,moisture content of lumber software or upon request. 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 Southern Pine lumber designations are as follows: in all respects,equal to or better than that Indicated by symbol shown and/or SYP represents values as published specified. by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ff.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 ©2012 MiTek®All Rights Reserved approval of an engineer. ■=II" reaction section indicates joint 1•111m%111 g number where bearings occur. 17.Install and load vertically unless indicated otherwise. ' Min size shown is for crushing only. __(0 18.Use of green or treated lumber may pose unacceptable r. r environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracin is not sufficient. ' BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, FiIiTek ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 •