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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 Ili _ Transmittal Letter r i l;,\4< i) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: -4?,442-1> DATE RECEIVED: DEPT: BUILDING DIVISION RE sr VED FROM: Ma. AR 9 2015 CITY OF TIGARD COMPANY: �C / ff f7 NA) BUILDING DIVISION PHONE: %0 4( By: RE: / 2—q s/c) Ahrr 7)),57-_, O/ if -Uo f (Site Address) (Permit um6er) 1A l-tfct name or subdivision name d lot numbe , ATTACHED ARE THE FOLLOW NG ITE '. : Copies: I Description: \ i i Copies: Description: Additional set(s) of pl ns. /1 -�,Revisions: t 772cJOb Cross section(s) and etails. y Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: 14/E- 0//ref • ' r_0avt ikieer 7T /C) 7 P ✓(i i -rC/ fl-- FOR OFFICE USE ONLY Routed to Permit Techni an: Date: Initials: Fees Due: ❑ Yes No Fee Description: Amount Due: $ s?-: ' Special Instructions: Reprint Permit (per PE): ❑ Yes o Done Applicant Notified: Date: f / NC Initial- .%— (:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 fire , lot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-197 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: R42843206 thru R42843217 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. v `-2cD -cotk{ City of Tigard t roved Plans B dpie• //.. Date ��yc.O PROFFS t -j�e ~ ��c.;- �NGINEFR si("4. 87022PE REVISION y NcAT OREGON �-w" OFFICE COPY O FMBER 1� �a9 � OS A. HE,- EXPIRES:06/30/2015 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. lot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-197 UPPER Fax916/676-1909 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:R42843206 thru 842843217 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. PtyTONIO ,q, 1/ i O5 (4 WASy14 Z N if �¢+'e 4964��pp 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. Job Truss Truss Type Qty Ply W R42843206 PL13-197_UPPER F01 FLOOR 3 1 Job Reference(optional) —Pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7630 s Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 1336:02 2014 Page 1 ID:Rpnt19c5xP6a33alSa1 WFPyjMds-hxEe4AkdTKU23ZS_S5UgivTOKBITu799t18pTRtych7B I 2-6-0 1 1 1-10-12 I I 1-2-0 11 1-3-8 1 0118 Scale=1:26.4 1.5x3 II 1.5x3 I I 3 0 3= 1.5x3 I I 3x4= 3x4= 1.5x3 I I 3x6= 1.5x3 = 1 2 3 4 5 6 7 5 a i .a ill _ `� '� r 2 ': 15 ,- e . NM 11.16g1 1a• 13 12 11 to �� 3x4= 3x8= 1.5x3 II 1.5x3 II 303= 3x8 = I 15-2-12 I 15-2-12 Plate Offsets(X.Y)— 14:0-1-8.Edgel.[5:0-1-8.Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 028 Vert(LL) -0.17 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.27 12 >665 360 BCLL 0.0 Rep Stress Inc" YES WB 057 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:68 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=821/0-5-8 (min.0-1-8),14=827/0-3-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2847/0,3-4=-2847/0,4-5=3082/0,5-6=-2849/0,6-7=-2849/0 0T0Nl0 BOT CHORD 13-14=0/1798,12-13=0/3082,11-12=0/3082,10-11=0/3082,9-10=0/1832 WEBS 2-14=-1930/0,2-13=0/1126,3-13=-260/0,4-13=-522/90,7-9=-1954/0,7-10=0/1091,5-10=532/90 05 p4 w' p,, NOTES- l c: 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)14. r / 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. rr 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. Srongbacks to vd be attached to walls at their outer ends or restrained by other means. 'f1 $ 49639 5)CAUTION,Do not erect truss backwards. 0It�, . 01. I S ' LOAD CASE(S) Standard sSI0NALG 0 PROFe c`co&�NGIEk-, wr„ 2 Q� 87022PE 9r 7 N �N Kit, OREG N ti� L 'Po AMBER �,, a O6 A. HE# EXPIRES:06/30/2015 September 18,2014 I A WARMhG-Verify design parameters and READ NOTES ON THIS AND INC:MED M7TEK REFERENCE PAGE 167-7473 res 1129/2014 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 Ml lek 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 Safe eu Infor Pa Icon available umbar k from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 specified,the design values are than.ellective 06/01/2013 byALSC Job s Truss Truss Type 4ty Ply LH R42843207 PL13-197_UPPER F02 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Ned Sep 17 13:38:02 2014 Page 1 ID:Rpntl9c5xP6a33alSa1 WFPyjMds-hxEe4AkdTKU23ZS_S5UgivTOJBtPuF29h8pTRtych7B 0-1-8 II_ ix4= 2-3-4 2 1.5x3 II Scale=1:8.5 ■ ■' II 5 , R III i1 1.6:! M, 4„ 3 3x4= 3x4= I 2-7-12 I 2-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) 0.00 4 ***" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) -0.01 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.188tr(flat) TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except BOT CHORD 2x4 DF No.18atr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=129/0-5-8 (min.0-1-8),3=135/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- TONIO 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. _QS pF W'Sbf "► 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 " C t rJ> •be attached to walls at their outer ends or restrained by other means. t. O �z1 4)CAUTION,Do not erect truss backwards. y 'Z N LOAD CASE(S) Standard \/ X11 c ' 49639 W ,a �, FGISTE .e/ �s410NALtiNIG 101 c D PROP NEFR /J 87022P- 9t' e cv " y �Aj, ORGONti� yN �0 �c laER A,' Coq OS A. Heft, EXPIRES:06/30/2015 September 18,2014 t 0 NARNIhG-Verify design parameters and READ N7 TES ON THIS AND IMILCED MITEK REFERENCE PAGE M11-1413 tea 1/29/1914 BEFORE USE MI Design valid for use only with Mick 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 resporsibillity of the MR*"erector.Additional permanent bracing of the overall structure is the responsrblity of the building designer.For general guidance regarding fabrication.quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Crfeda,051-89 and 6CSt BuNdIng 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 M Southern Pine(SP)lumber it spec Hied,the design values are these effective 06/01/2013 by ALS( Job Truss -Truss ype -- Qty Ply LH • R42843208 PL13-197_UPPER F03 FLOOR 10 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:36:02 2014 Page 1 ID:Rpnt19c5xP6a33alSa1 WFPyjMds-hxEe4AkdTKU23Z5 55UgivTMmBiGu329h8pTRtych7B I 2-6-0 I 1 1-4-11 11 1-2-0 1 i 1-10-9 1 Scale=1:30.8 1.5x3 II 3x8 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 7 1P1111111111111 - 11 ,11.. MM. 11 ....... 1 c? e e 11 15 14 13 12 11 w, 3x5 = 3x10= 3x4= 1.5x3 II 3x10 = 3x5= 9-10-3 1 9-1-11 9y1r3 p0-5-3 1 17-8-4 1 9-1-11 0---s 0-7-0 7-3-1 0-7-0 Plate Offsets(X.Y)- [6:0-1-8.Edge].(13:0-1-8.E•ge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.32 13-14 >662 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.51 13-14 >417 360 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.08 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:78 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(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) 15=966/Mechanical,10=966/0-3-12 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-356410,3-4=-3564/0,4-5=-4158/0,5-6=-4158/0,6-7=3535/0,7-8=-3535/0 010NI0 4.4„ BOT CHORD 14-15=0/2152,13-14=0/4184,12-13=0/4158,11-12=0/4158,10-11=0/2151 WEBS 2-15=-2310/0,2-14=0/1516,4-14=-666/0,4-13=-324/375,8-10=-2309/0,8-11=0/1486,6-11=-907/0 -p5 04 WASfj: 4 NOTES- Iti-. f., ,�O `d 1)Unbalanced floor live loads have been considered for this design. � x 2)Refer to girder(s)for truss to truss connections. ka 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. •7/ 4)Recommend 2x6 strongbacks,on edge,spaced 9110-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to vd 4k be attached to walls at their outer ends or restrained by other means. p 4963?,.p t{r 0.t� ISTE -' ' LOAD CASES) Standard �"%NAT.ti�O •�( 2 PROF �c�� ‹,„, FR /Q2 ,-C-- 870 2PE /9C- N y Aj, OREGO (y� zvo 'A0 �cMBER 1\ +4 ms`s A. HEP`N-NP, EXPIRES:06/30/2015 September 18,2014 • • A N4RNIWJ-Verify design Dammam and READ'DIES ON INIS AND IMIOCED NI TEK REFFREME PAGE NII-7413 rev.1/29/2014 DEEM USE MI Design valid for use only with M7ek 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 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/TPI1 Quality Crflerla,DOS-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 N Southern Pine(SP)Number B spec 11Md,the design vitaliser*those elfectlw 06/01/2013 INALSC Job Truss Truss Type Qty Ply LH R42843209 PL13-197_UPPER F04 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 13:38:03 2014 Page 1 ID:Rpnt19c5xP6a33aISa1 WFPyjMds-98o0HWkFEecvhjlA?o.3F6OZFb6?dbelwoYOZJych7A I 2-8-0 I 1 1-3-12 I I 1-2-0 1 1 0-11-8 1 Scale=1:24.7 1.523 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 53x4 8 7 8 e e lil I lii a I M T OW tr:wi W IlWy e 14 13 12 11 10 9 3x4= 3x8= 1.5x3 I I 1.5x3 I I 3x6= 3x4= 14-2-4 - _ I 14-2-4 Plate Offsets(X.Y)— [4:0-1-8.Edge].[5:0-1-8.Edge] LOADING(psi) 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) -0.13 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.21 12 >800 360 BCLL 0.0 Rep Stress lncr YES WB 0.49 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:64 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) 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/Sld(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=773/Mechanical,9=773/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-256310,3-4=-2563/0,4-5=-2688/0,5-6=-2559/0,6-7=2559/0 0tONIO BOT CHORD 13-14=0/1663,12-13=0/2688,11-12=0/2686,10-11=0/2688,9-10=0/1663 WEBS 2-14=-1785/0,2-13=0/967,4-13=-400/134,7-9=-1786/0,7-10=0/961,5-10=-421/135 e,,p4 WASZti NOTES- 1)Unbalanced floor live loads have been considered for this design. % V j 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. \, 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 4 ,rk be attached to walls at their outer ends or restrained by other means. ,., 49639_�p ty O,o�, FGISTE�' ' LOAD CASE(S) Standard s%NAL G ���EO PROFFss �c\� �NGI N EF'7 /O2 870 2PE /9r N -7 ‘1‘Alj, OREGO 1 c vii 9 A O O MBER 0 ‘"O S A. Hei; EXPIRES:06/30/2015 September 18,2014 4 0 A WARNIMG-Verify design parameters and READ MOTES ON T)fTSANLI IMIUCED MITEK REFERENCE PAGE MIT-7473 tee 1/29/201dB9OREUSE 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 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 Qualiy Crtteda,D58-89 and BCSI Bonding 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 If Southern Pine(SP)lumber Is spec Mod,the design values are those elfective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply LH • R42843210 PL13-197_UPPER F05 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 13:38:03 2014 Page 1 ID:Rpntl9c5xP6a33alSa1 WFPyjMds-98o0HWkFEecvhj1A?o?3F60aWb6ndcDlwoYOzJych7A I 2-6-0 I 1-8-1 11 1.24) 11 1-2-11 1 Sala=1:21.2 1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 3x4 = 5 6 7 - • - .1 IIPPIPPIPP'-tea` _ ``I • 1 e - 12 11 10 9 8 3x4= 304= 1.5x3 II 3x6= 3x4= I 12-2-4 I 12-2-4 Plate Offsets(X.Y)-- 14:0-1-8.Edgel.f11:0-1-8.Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deb Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.10 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.15 8-9 >967 360 BCLL 0.0 Rep Stress Inc( YES WB 0.39 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:54 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18: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) 12=663/Mechanical,8=663/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1906/0,3-4=-1906/0,4-5=-2012/0,5-6=-2012/0 'SONIO j BOT CHORD 11-12=0/1381,10-11=0/1906,9-10=0/1906,8-9=0/1383 WEBS 2-12=-1483/0,2-11=0/680,6-8=-1484/0,6-9=0/676,5-9=-259/0,4-9=-189/301 _ 1%,.d4 WAS p NOTES- C� �0 d�r1 1)Unbalanced floor live loads have been considered for this design. r 1' N 2)Refer to girder(s)for truss to truss connections. / 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. Strongbacks to 4 49639,�p Qr� be attached to walls at their outer ends or restrained by other means. +Q _ �4, o•104, �GISTEW �` LOAD CASE(S) Standard s'S�ONAL � .<<- PROFFss �c�� �c�GINFF9 /o2 8 I 2PE 9t' cP CV N Aj, OREGO ry9 11 ' O18ER \' a0 S A. HEC; EXPIRES:06/30/2015 September 18,2014 1 t A NARNIAG-Verify design parameters and READ?AM ON THIS AND INCLUDED MIEN REFERENCE PAGE 1411-7413 ref.1/29/2014 NFOREISE IME 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 responsibillify of the MiTek" erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.Far general guidance regarding fabrication,quality control,storage,delivery-erection and bracing,consult ANSI/TP11 Ouatty Crferia,DSB-8B 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,95810 115authern Pine(SP)lumber is fp/anted,the design values art those elfestive 06/01/2013 byALSC Job Truss Truss Type Qty Ply LH R42843211 PL13-197_UPPER F06 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 13:36:04 2014 Page 1 ID:Rpnt19c5xP6a33a1Sa1 WFPyjMds-dKMPVsIt?xkmJtcMZWXInKZm6?XHM6cR9SIaWmych79 I 1.7-0 I I 2-0-0 I Scale x1:11.4 1 3x4 = 2 1.5x3 II 3 3x4= 41.5x3 II 0 e e- e e - e 3x5= 7 1 6 1.5x3 II 3x4 = 5-11-8 5-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.01 6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.04 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:28 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-8 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) 7=321/0-1-12 (min.0-1-8),5=32110-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-320/0,1-2=-431/0,2-3=-431/0 BOT CHORD 5-6=0/455 , tONIO j, WEBS 3-5=-506/0,1-6=0/499 p� OF W /p,q, NOTES- Ci +��5 .7—ir r fl-:• 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,5. t.� �O 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. co % 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 be attached to walls at their outer ends or restrained by other means. `)• /1O P � L4I96T3E9R� ty� a LOAD CASE(S) Standard �SSjONAL P. .`<- PROF ;;:3 LNGINEF9 /�2 k' 87022P- 9r • cv y cl%Aj OR GON n 4/ 13 4,11 On a0 O A. HO; EXPIRES:06/30/2015 September 18,2014 1 f 0YEARNING-Verify design parameters and READ HMS ON MIS AND INCLUCEDMIIEKREFEREMI PAGE M11.7413'et 1129/2014B MORE USE MN Design valid for use only with Wok connectors.This design k based only upon parameters shown,and is for on 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/7PI1 Quality Criteria,058-89 and ICSI Building Component 7777 Greenback Lane,Suite 109 Solely Informaton 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 nod,the dasign values at those coldly*06/01/2013 by ALSO Job Truss Truss Type Qty Ply LH • R42843212 PL13-197_UPPER F07 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:38:04 2014 Page 1 ID:Rpntl9c5xP6a33aISa1 WFPyjMds-dKMPVslt?xkmJtcMZWXInK Zkt?RNM1xR9SIaWmych79 I 2-6-0 I I 1-8-4 11 1-2-0 I I 1-3-8 1 0-1118 Scale=1:26.0 1.5x3 II 1.5x3 I I 3x5 = 1.553 II 3x4= 1.553 H 3x6 = 1.5x3 = 1 2 3 4 53x4= 6 7 8 m i �� i ..014. I i Y ME , r - ►4 1, ei 13 12 11 10 Ir 354= 3x8 = 1.5x3 II 1.5x3 II 3x8 = 3x6 = I 15-0-4 I 15-0-4 Plate Offsets(X.Y1- (4:0-1-8.Edge1.15:0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.16 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.26 12 >696 360 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:67 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=810/0-5-8 (min.0-1-8),14=816/0-2-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2783/0,3-4=-2783/0,4-5=-299610,5-6=2791/0,6-7=-2791/0 010N10 BOT CHORD 13-14=0/1770,12-13=0/2996,11-12=0/2996,10-11=0/2996,9-10=0/1803 WEBS 2-14=-1899/0,2-13=0/1088,3-13=-250/0,4-13=-497/97,7-9=-1922/0,7-10=0/1061,5-10=499/103 OS OSt WAS, NOTES- I fa O 1)Unbalanced floor live loads have been considered for this design. co '2• 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. / 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. TI 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 rd ! At' be attached to walls at their outer ends or restrained by other means. ' 4,,496339,1 Q 4/ 5)CAUTION,Do not erect truss backwards. +t'� CIST m LOAD CASE(S) Standard �`SlONAL G �\Co Gl N 9 s/o-37�� 87' 2PE / tP y04j, OREGO 15) 4, 'p0 AMBER 1\ Q OS A. HO ; EXPIRES:06/30/2015 September 18,2014 A WARMAG-Verify design parameters and READ MITES ON THIS AND RIMED M77EK REFERENCE PAGE 14I1-7473 ts a 1/2 9/t0U 9S OREUSE NI- Design valid for use only with MTek 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 responsibillity of the MEW'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,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,95610 M Southern Pine(SP)lumber Is spec ifbd.the design values are those effective 06/01/2013 by ALSC • Job Truss Truss Type Oty Ply LH • R42843213 P113-197_UPPER F08 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 13:38:05 2014 Page 1 ID:Rpnt19c5xP6a33alSa1 WFPyjMds-5WwniCmWmFsdwOBZ7D2XKX5tgOIm5QRbN6172Cych78 0-1-8 H I 2-6-0 I 11 F 1-2-0 IIILUI Scale=1:31.3 1.50 I I 3x4= 3x4= 1.5x3 = 3x8= 1.5x3 H 1.5x3 I I 1.5x3 I I 1.5x3 I I 3x8= 1.5x3 I I 1 2 3 4 5 6 7 6 9 10 m 17 iv/ l�wi� x� u ��n m ►MI � 15 14 13 12 1�1 3x6= 3x10= 3x4 = 3x4= 3x10= 34= I 18-0-8 I 18-0-8 Plate Offsets(X.Y)-- [13:0-1-8.Edge)114:0-1-8.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 0.39 Vert(LL) -0.32 14 >673 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.50 13-14 >430 360 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 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 puriins, 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=976/0-5-8 (min.0-1-8),11=982/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3669/0,3-4=-3669/0,4-5=-4343/0,5-6=-4343/0,6-7=4343/0,7-8=-3642/0,8-9=-3642/0 0TONIO BOT CHORD 15-16=0/2232,14-15=0/4322,13-14=0/4343,12-13=0/4316,11-12=0/2189 �p� WEBS 5-14=-306/216,6-13=-360/244,2-16=-2381/0,2-15=0/1543,3-15=-254/0,4-15=-733/0,4-14=-295/431,9-11=-2350/0, cQ5 04 WASkW W 9-12=0/1560,8-12=-253/0,7-12=-765/0,7-13=-310/474 " 4 . Q�• `y6 �' o % NOTES- � "�� �' 1)Unbalanced floor live loads have been considered for this design. I 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. v� 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. rd 1:. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-104(0.131"X 3")nails. Strongbacks to op 4, 49639_,Q 4r be attached to walls at their outer ends or restrained by other means. (u , 4.0'S 11 5)CAUTION,Do not erect truss backwards. �"%NAL G LOAD CASE(S) Standard rQc 2 87022PE 9r cv /464.4.4:e y 0 v-0i, OREGO re p 4 � ' � +0 0M8E11 a S` A. HO; EXPIRES:06/30/2015 September 18,2014 1 l A RARNIMI-Verify design Parameters and READ NOTES ON 7NNSAND TM ti ED M7TEK REFERENCE PAGE M17-7•73 Inc 1/29/2011 WORE USE 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 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/TPi1 Qualify Cdteda,DS6-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Inlormallon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 H Southern Pine ISM lumber is spec M ed,the design Wines are those effective 06/01/2013 by RISC 1 Job Truss Truss Type Oty Ply LH • R42843214 PL13-197 UPPER F09 FLOOR 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Sep 17 13:38:05 2014 Page 1 ID:Rpntl9c5xP6a33alSa1 WFPyjMds-5WwniCmWmFsdwOBZ7D2XKX5r6OgJ5TxbN6172Cych78 1 1-0-0 1 1-2-8 I I 1-2-0 1 1 1-2-0 Ole Scale:3/8"=1' 405= 3x5= 3x4 = 3x4= 3x4= 3x5 = 304 = 4x5= 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 /�,�� III III III. I�\I% IO IN 29 � `e 29 27 26 25 24 23 22 21 20 ,, 3x4= 4x6= 3x6= 3x5= 3x5 = 3x4 = 3x4= 3x6= 4x6= 3x6= I 18-11-0 1 18-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.38 23-24 >594 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.59 23-24 >379 360 BCLL 0.0 Rep Stress Ina- YES WB 0.63 Horz(TL) 0.09 19 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:93 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-9 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:23-24,22-23. REACTIONS. (lb/size) 19=1024/0-5-8 (min.0-1-8),28=1030/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1941/0,3-4=-1941/0,4-5=-3379/0,5-6=-3379/0,6-7=-4315/0,7-8=-4315/0, 010NIO p, 8-9=-4778/0,9-10=-4778/0,10-11=-4546/0,11-12=-4546/0,12-13=-4546/0, 13-14=-3403/0,14-15=-3403/0,15-16=-1995/0,16-17=-1995/0 (!15 �F WAS BOT CHORD 27-28=0/1035,26-27=0/2719,25-26=0/3906,24-25=0/4610,23-24=0/4810,22-23=0/4546, G r4' 0, 21-22=0/3930,20-21=0/2753,19-20=0/1092 i. y., / O1, 6 WEBS 12-22=-406/0,2-28=-1421/0,2-27=0/1245,4-27=-1067/0,426=0/906,6-26=-723/0, 6-25=0/563,8-25=-405/0,8-24=0/262,10-23=566/209,17-19=-1458/0,17-20=0/1240, / 15-20=-1041/0,15-21=0/892,13-21=725/0,13-22=0/955 NOTES- ��+ 4,..49639., ,..4,r k/r 1)Unbalanced floor live loads have been considered for this design. �.�,�.CIS7'`cv-"- 2)All plates are 1.5x3 MT20 unless otherwise indicated. s'S`1ONA1. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)28. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)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. P ,D PROFE 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �5� NGINFF9 cSj0 Q 870 2PE r* (1) N � ''y Aj, OREG N ry I / A O OM8ER 1 ?Q S A- HE-Ii‘ EXPIRES:06/30/2015 September 18,2014 / 1 AKARN7hG-VerifydesignparameRrsandREADDOTESONTHISAND1NCELCEDM17EIIREFEREN PAGE 1111-7473tec 1/19/1011 BEFORE USE mg 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 temporay 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/TPI1 Cleanly Cdteda,058-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inlormation available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra,VA 22314. Citrus Heights,CA,95810 H Southern Pine(SP)lumbar is spec Mod,the design values are those elective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply UI • R42843215 PL13-197_UPPER F11 FLOOR 1 1 Job Reference(optional) Pacific Lumber d Truss Co., Lake Oswego.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Ned Sep 17 13:38:06 2014 Page 1 ID:Rpntl9c5xP6a33alSa1 WFPyjMds-ZjT9wYn8XZ_UYAIlhxZmtle50oFTg3akcmnhaeych77 I 2-1-8 I I 2.24 ---- H 1 1.5x3 I I 2 3 x 8= 3 1.5x3 I I Scale=1:9.3 w w • i•■_ II ■= II ter,: Wsx4= M 6 A *M_ 4 3x4 II 3x4= I 2-4-8 I 4-9-12 _ 2-4-B 2-5-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) 0.00 5 •"•• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(EL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-9-12 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) 5=312/0-5-8 (min.0-1-8),6=100/0-1-4 (min.0-1-8),4=104/Mechanical Max Grav5=312(LC 1),6=110(LC 3),4=113(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=282/0 �ytONIO 4r , NOTES- p5 Ov WAS W 1)Unbalanced floor live loads have been considered for this design. 4V P/ti C'> 2)Refer to girder(s)for truss to truss connections. n - -, Ox 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. .y^ N 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/IPI 1. r I 5)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. � 49639 k4 6)CAUTION,Do not erect truss backwards. O•C�' �GISTE,R� S4' LOAD CASE(S) Standard SSIONALE�G ‘( ?EO PROFFS C,eD 0NGINEF9 si929_ 870 2PE y(P 1N „A), OREG• rp / 'fit' . 'MeER �� ' - °`S A. He`i EXPIRES:06/30/2015 September 18,2014 I 0 WARNING-Verify design parameters and READ NJ TES ON THIS AND 7M2f/DED NITER REFERENCE PAGE 1411-7473 rex 1/19/20UBffOAEUSE lilt 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/TPIl Quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Informatlon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA.95610 n SM:he n(tine(SP)lumber Is spec died,the design values are those eta ctive 06/01/2013 byALSC Job ' Truss Truss Type Qty Ply LH • 842843218 PL13-197_UPPER F13 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jut 11 2014 MiTek Industries,Inc.Vied Sep 17 13:36:06 2014 Page 1 ID:Rpntl9c5xP6a33atSa1WFPyjMds-ZJT9wYn8X2 UYAIIhxZmlle5aoDNg2Okcmnhaeych77 I 2-1-12 1 I 0-10-13 i 1 1,2,0 1 Scale=1:13.5 1.5x3 II 3x6= 304 = 1.5x3 II 1 2 3 4 3x4= 5 • 4 o- • • • • 111.7a1 41 - Iwo 10" W, 8 7 _ 1.5x3 II 1.5x3 II 3x4= 306= 3x4= I 2-4-12 2(e¢ 3-6-9 I 4-1-9 I 448•9 I 7-1-4 I 2-4-12 0-1-Ai 1-0-6 0-7-0 0-7-0 2-4-11 Plate Offsets(X.Y)— 13:0-1-8.Edge1.14:0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.01 8-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:34 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 OF 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) 10=206/0-1-8 (min.0-1-8),9=267/0-5-8 (min.0-1-8),6=295(0-3.4 (min.0-1-8) Max Grav10=223(LC 8),9=325(LC 7),6=295(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. INIAIONIO N. TOP CHORD 2-3=-263/0,3-4=-396/0 WAS 414,44;7, CHORD 9-10=0/263,8-9=0/396,7-8=0/396,6-7=0/396 Q p4 WEBS 2-10=-287/0,3-9=-284/0,4 6=432/0 G��,, p cTO�d NOTES- co = N 1)Unbalanced floor live loads have been considered for this design. N. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .06 �'/ 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 'f' ,p 49639 9 ,..,k- 4) be attached to walls at their outer ends or restrained by other means. GI , •G�GISTE 5)CAUTION,Do not erect truss backwards. sSIONAL1' LOAD CASE(S) Standard ,, R may ��GIAIE iO4, 871 2PE N >, - �'oj, OREGO rL0 O� 'per '6''14 A 8 ER \' Oo A. H ecA EXPIRES:06/30/2015 September 18,2014 i ► A WARNIWJ-Verity design paramelen and READ PATES ON THIS AND IMIUOED NPIEK REFERENCE PAGE Nil-7473 re s.1119/2011 BEFORE USE la Design valid for use only with MiTek connectors.This design 4 based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component B 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,DSI-89 and ICS!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 N Southern Pine(5P)lumber is spec Meet.the design values are those e8Mctiva 06/01/2013 byALSC Job Truss Truss Type Qty Ply LH • R42843217 PL13-197_UPPER F16 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 13:38:07 2014 Page 1 ID:Rpntl9c5xP6a33aISa1 WFPyjMds-1 v1 X7unmis6LAKKxEe47PyBDhCSIZNpurQ WE65ych76 0-1-8 H I 2-6-0 I R$111 I 1-2-0 ii 1-7-13 II 2-0-0 I 2-0-0 I Scale=1:27.3 1.5x3 II 3x4 = 1.5x3= 3x6 = 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x6 = 1.543 II 1 2 3 4 5 6 7 8 9 r �8 ••1I 414_414 m IIIIIIIIIIhr. M 14 13 12 11 Ili 3x6 = 3x8 = 3x4= 1.5x3 I I 3x8= 3x4= I 15-9-0 I 15-9-0 Plate Offsets(X.Y)- j6:0-1-8.Edge].(13:0-1-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.21 13-14 >899 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.32 13-14 >576 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:71 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) 15=850/0-5-8 (min.0-1-8),10=856/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3021/0,3-4=-3021/0,4-5=-3213/0,5-6=-3213/0,6-7=-2607/0,7-8=-2607/0 ,s, ONIO BOT CHORD 14-15=0/1905,13-14=0/3340,12-13=0/3213,11-12=0/3213,10-11=0/1554 ::: 5 13=-135/299,2 15=2032/0,2 14=0/1198,4-14=-447/0 4-13=-448/207 8 10=-1727/0,8-11=0/1171,6-11=-829/0- 1 14-1 ` ?. O 6 1)Unbalanced floor live loads have been considered for this design. co x [•i 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �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. Strongbacks to rd �' At- be attached to walls at their outer ends or restrained by other means. 49639 <y 5)CAUTION,Do not erect truss backwards. �-v. �r'ISTh LOAD CASE(S) Standard -v.(' LOAD c- ,Co \AGI EFRSS% 2 cc4 87 2PE r r" yN '" N �Aj, OREG N ry° 1C/ 9O FUSER \\ N4 On A. HE'Pt EXPIRES:06/30/2015 September 18,2014 4 A WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED NITER REFERENCE PAGE 8411-1473 re it 1/19/1014BE O.REUSE la Design valid for use only with MRek 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 responsibtity of the bulding designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/T911 Quality Cdfeda,DS8-89 and SCSI 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(WP1 lumber Is specified,the design values ate those effective 06/01/2013 byALSC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y b-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury IMMI Dimensions are in ft-in-sixteenths. ink Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0'/16 31121.311111411 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I ., bracing should be considered. O � I� U A� 3. Never exceed the design loading shown and never n stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building 0 For 4 x 2 orientation,locate 7.8 C6-7 cs-a designer,erection supervisor,property owner and plates 0-14' 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 lates. THE LEFT. p 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,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 s mbol shown and/or SYP represents values as published specified. y y 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 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 411%=0 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. M� 0 18.Use of green or treated lumber may pose unacceptable 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 Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. • BCSI: Building Component Safety Information, II1 IT k 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013