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4 REcEivEp /4,40Sciic./G, -i(>-es,_-/ -.7%z. Y Nit MAY 0 2 2016 CITY OFTIGARD MiTeIC BUILDING DIVISION MiTek USA, Inc. 7777 Re: PL 14 92 Greenback Lane UP Suite 109 SD Citrus Heights,CA,95610 Telephone 916/676-1900 Fax 916/676-1909 The truss basedn the parameters referenced below P�'ameteprovided byhave been prepared b Pages or sheets covered by Pacific Lumber Y MiTek Industries,Inc.this seal: by Co.. under my direct supervision My license renewal date for 841832552 thru 841832567 P the state of Oregon is June 30,2015. Lumber design values are in accord truss designs rely on lumber values establishedce by TPI 1 section 6.3 others. ,� RE.D PR 0F� Qti .,oGINE :41. <0 870 2PE m cv � �MREGON 2�iN EER i1 S q H ERNA EXPIRES:06/30/2015 Hernandez,Marcos April 22,2014 The seal on these truss components drawings indicate acceptance responsibilityeseshown, The ctac P ance of professional en of s building suitability and use of this component particular responsibility designer,per ANSUTPI 1. P°Hent for any particular solely for the building is the v 4,, lat hiliTek: MiTek USA, Inc. 7777 Greenback Lane Suite 109 956W Citrus Heights,CA, Fax 9161676-1909 Telephone 1900 Re: PL14-92 UP 5D MiTek Industries,Inc.under my direct supervision een ed byCo.. ba The truss drawing(s)res provided by nced below hPacific Lumber & Truss parameters p 841832567 Pagesage or the a this seal:R41832552 thru 2,2015. Washington is Janus' sheets covered by My license renewal date for the state of with ANSUTPI 1 section 6.3 accordance others. Ther Lumber design de valuess re yaon umber values established by These truss designs rely WO 5�w�+ 0 sFt�; 0 Q R. l'' 49639. O GIS•TCs O f ��SRf .`� v April 22,2014 di responsibility solely for the engineering the Hernandez,these dr acceptance of professionalri)t for any particular building is The seal on drawings indicate d use of this comp The suitabilityer ANSI/"1'Pl 1. truss components shown. . designer,p responsibility of the building Job Truss Truss Type Qty Ply 5D R41832552 PL14-92 UP FO1 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego.Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:14 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1UY-ZUAMIRGH36RsRkXU127EmMisJ1UWN695C9Z 15zOQSl I 2-6-0 I I 2-2-9 1l 1-2-0 11 2-7-11 I Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 e / _ e44114101\1441, —\—e e / _ e 0 0 N a e 13 12 11 10 i 3x4= 3x8= 3x4= 3x4= 3x4= 104-1 11-4.9 I 9-11-9 10((1r1 111-3-1 1 1 16-4-12 I 9-11-9 0-l.8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(XX): 110:0-1-8.Edgel,111:0-1-8.Ednel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.40 11-12 >487 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:72 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=715/Mechanical,9=715/0-4-4 (min.0-1-8) • • FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yONIO TOP CHORD 2-3=-2463/0,3-4=-2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532/0 BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 p' o WAS.jjr� WEBS 6-10=-316/0,2-13=-1640/0,2-12=0/1018,4-12=-370/0,4-11=-460/161,7-9=-1636/0,7-10=0/1105 CJ �Qf !i '� ig‘ d NOTES o 0,, •Cd 1)Unbalanced floor live loads have been considered for this design. iV `� 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. i4 C 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 ;,�1 49639 41,'' 'be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 4'j 11 �s NAI. G CEO PROpen tiers tNGIN-4. ' 2-y 870 2PE 5.-yN�% OREGO ti oZ ' AO F'yBER 1\ On A. HES EXPIRES:06/30/2015 April 22,2014 1 / A WARNIM3-Verify design parameters and READ?DYES CU TMSSAMC 7M2IF`ED t4IIEKREFERENCE PAGE MIT 7473 nre 1/28/2618 B1x3,4EUSE Design valid for use only with Mira 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 stabiily during construction is the responsibility of the M"Ttak' erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,quality control storage-delivery.erection and bracing.consult ANSI/7911 Quality Criteria.051-89 and BCSI 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 If Southern Pine(SP)lumber is specified,the design values atethose effective 06101/2013 byALSC N. Job Truss Truss Type Qty Ply 5D R41832553 PL14-92_UP F03 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:15 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-1 gkkynGvgPZ)3u6gbleTJZFOdRgO6Y7ERplYHXzOQSk I 2-6-0 I I 2-5-1 II 1-2-0 11 2-4-11 I Scale=128.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 e / _ � b _\ e e � _ e 0 0 N N b O 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 1aY07yI8 110-7-09 I I ts73 I 10-2-1 0-7-0 0-1-8 Plate Offsets(X.Y): 110:0-1-8.Edael.111:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress!nor YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 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=725/0-4-8 (min.0-1-8),9=725/0-4.4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ``�.tONIO 44, TOP CHORD 2-3=-2508/0,3-4=-2508/0,45=-2587/0,5.6-2587/0,6-7=-2587/0 P`'' wAsJ. BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 Q OV WEBS 6-10=-324/0,2-13=-1666/0,2-12=0/1041,4-12=-399/0,411=-480/168,7-9=-1660/0,7-10=0/1140 0 � ' C d NOTES +? k k Q�' Cd 1)Unbalanced floor live loads have been considered for this design. J N 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 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 i Z";f be attached to walls at their outer ends or restrained by other means. .f1K:..........k. 49639 w' tie* GISM-.0) LOAD CASE(S) Standard 4' SI�NAI�-06 CEO PRO <C. tJGINEF •u/ <t 87022PE r" co,_ / >cv ti y A�; ORFGO.. (15,. 4 O,S - .: A. Heck EXPIRES:06/30/2015 April 22,2014 A WARNIY3-Ver,7ydesign;arameturs sod READ M337SOt/THIS AND INGUI EDNNITEKREFE.RENCEPAGEN4IL7473res1/29/ZOt4BEFOREtSF 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 respormblify of building designer-not buss 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 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/TPII Quality Criteria,056-89 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 lSP)lumber is specified,the design values mottos.effective 06(01/2013 byAtSC • Job Truss Truss Type Qty Ply 50 R41632554 PL14-92_UP F04 Floor 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:18 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszXlllY-V116A7HXbjhah2hs9T9irnoBrrAWr QOfT25pzzOQSj 1 1-0-0 1 11 1111 1-2-0 11 1-0-9 1 2-6-0 I Scale=1:32.5 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 4x4= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 e N / ,\ 9 I !e I / N / /\ / _ O N e° • 26 25 24 23 22 21 20 19 18 3x4= 455= 3x5 = 3x5= 3x5 = 3x5= 4,46= 4x4= 3x4= 15-3-11 ... I 14.1.11 19-1-4B- 07.0 I 14-1-11 3-9-9 Plate Offsets(X,Y): f14:0-1-8,Edgel.119:0-1-8,Edoel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.30 22 >767 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.46 22-23 >493 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.06 18 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:94 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 27=835/0-4-4 (min.0-1-8),18=835/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. lTONIO 44, TOP CHORD 2-3=1513/0,3-4=1513/0,4-5=-2638/0,5-6=-2638/0,6-7=-3383/0,7-8=-3383/0, �J 8-9=3752/0,9-10=-3752/0,10-11=-3733/0,11-12=-3733/0,12-13=-3416/0, QS Oi WAS/ 4 13-14=-3416/0,14-15=-2622/0,15-16=2622/0 of �.t '''VYG� BOT CHORD 26-27=0/806,25-26=0/2121,24-25=0/3056,23-24=0/3613,22-23=0/3786,21-22=0/3584, 41' 20-21=0/2622,19-20=0/2622,18-19=0/1831 0 ` �'4• t.6 WEBS 14-20=-328/0,15-19=541/0,2-27=-1129/0,2-26=0/990,4-26=851/0,4-25=0/724, 6-25=-585/0,6-24=0/459,16-18=1977/0,16-19=0/1135,8-24=321/0,12-21=-264/0, \, • 13-21=-328/0,14-21=0/1085 4,r NOTES id°40, ��/SIV e 1 1)Unbalanced floor live loads have been considered for this design. ZO 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. S1dNAI�' O 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. cktvp P R OFF LOAD CASE(S) Standard Co'' ,a GIN So 870 2PE cv y N�A�,OREGO. c At/ 'AOncc�'jBER \x V. S A. HE EXPIRES:06/30/2015 April 22,2014 1 ®IVARNIY3-Verity design parameters and READ MEE ON MIS AND INatiDED MITEV REFERENCE AAE MII.7473 tea 1/29/ZOISBEO4EUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown and is for an individual bonding 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 responsibillity of theMITek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Fa general guidance regarding fabrication,quality control•storage.delivery,erection and bracing.consult ANSI/TP11 Quality Cdteda,058.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandra.VA 22314. Citrus Heights,CA,95610 1f Southern Pine(SP)lumber is specified.the design values arathosa effective 06/01/201.3 byALSC _ Job Truss Truss Type Qty Ply 513 R41832555 PL14-92_UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:18 2014 Page 1 ID:j7axn4OsHnThIyaUArzwOszX1UY-RFPtboJn7KxtwMrFGuBAxCtVl egZJglg7mXCuszOQSh 1 1-3.0 I 1 1-1-1 1 H:1,2-1. 1 2-4-15 I 2-6-0 I Scale=1:35.4 4x5= 3x4= 3x4= 3x4 = 3x4= 4x4= 3x6 FP= 3x8 7--- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I :91, Iv \" 107- www. Ai . - -rrd.aeg........- : T ° !- l •il. Er 25 24 23 22 21 20 19 18 3x4 = 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6= 3x5= 3x5 lAB= 15-7-9 I 14.5-95-0-9 I 70-9.8 I 14-5-9 �7-0`-7-0 5-1-15 Plate Offsets(X,Y): 112:0-1-8,Edoel.118:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deo Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress Ina YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:98 lb FT=0%F.0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=909/0-4-8 (min.0-1-8),26=909/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'ONIO 1.4 TOP CHORD 2-3=-2003/0,3-4=2003/0,4-5=-3413/0,5-6=-3413/0,6-7=4247/0,7-8=-4247/0, • 8-9=-4495/0,9-10=-4495/0,10-11=4230/0,11-12=4230/0,12-13=-3519/0, QC 0• wASITr 13-14=-3519/0,1415=-3519/0 CI ''Qi ``�l' ,:1-, BOT CHORD 25-26=0/1077,24-25=0/2776,23-24=0/3897,22-23=0/3897,21-22=0/4436,20-21=0/4401, qft,. .., d 19-20=0/3519,18-19=0/3519,17-18=0/1990 tri " `,, NWEBS 12-19=-357/0,13-18=-426/0,2-26-1375/0,2-25=0/1183,4-25=-987/0,424=0/813, 4 6-24=-618/0,6-22=0/446,15-17=2149/0,15-18=0/1659,10-20=272/35,11-20=-327/0, 12-20=0/1057rr i4 NOTES 4S4p. .4? 49639 4) 1)Unbalanced floor live loads have been considered for this design. . tsTal 2)All plates are 1.5x3 MT20 unless otherwise indicated. . 43110 —0° 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/IP!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. Ax...- PR OFFt- LOAD CASE(S) Standard 5o, NGINFF •s?p Crs9 . 2 Az- •87022PE r". cv y��A>; OREG•.N IL N NI EXPIRES:06/30/2015. April 22,2014 r r ®WRPHIM3-Ven7ydolga raranxe9±nand READ Wv7ESON7Nf&AND MURDER MIERREFEREACESAGEHIt-7473ree1/29/20148691REUSE Design valid for use only with Mifek 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 u the responsibillity of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding M ITek' fabrication,quoty control,storage,delivery,erection and bracing,consult ANS1/TPI1 quality Criteria.DSB-89 and BCSI Budding Component 7777 Greenback Lane,suite 109 Safety Information available if Southern Pine(SP)Iumt:ec isospec ed,the design values arethose effective 06/01/2013 byAt.SC 4 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply SD R41832556 PL14-92_UP F06 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr21 15:40:182014 Page 1 ID:j7axn40sHnThlyaUAczw0SzX1 UY-RFPtboJn7KxiwMrFGuBAxCtdCeyJ 15g7mXCuszOQSh I 1-4-0 1 2-6-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 II II N , ' r _FA k EWA 5 apj '- 4 ril 354= 3x4= 9-1.81 4-1-0 1 bt a 3.11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deb Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 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) 4=174/Mechanical,5=174/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. zONrO NOTES OP oo wT,_ 1)Refer to girder(s)for truss to truss connections. 'i/�r 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. CJ 44' 0 3)This truss is designed in accordance with the 2012 International Buildin Code section 2306.1 and referenced standard ANSI/TPI 1. 0tf6 ,,, —A 4)Recommend 2x6 strongbacks,on edge,spared at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to rq `. 0, N tri be attached to walls at their outer ends or restrained by other means. 4 LOAD CASE(S) Standard / .d ii�r a, 04, 49639 w fid, GIS T5�" ' SSION-AL ��c O PROP �So ,aGINez• s/-, '. 87022PE �r" / yN . ,N N �A),OREGO, ti, ),/./ 'A0,, EB 1� e la A. HERS EXPIRES:06/30/2015 April 22,2014 k �. , s ®{i'AJiNI/r-Verily design;aanse rrs and READ MIS OHMS AND MUM HLTEXREFERENCE PAGE/411.7473 re r.1/29/7014 BffMAEUSE 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 M" IC' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage.dervery.erection and bracing,consult ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 IfaSouthern Pine(SP)lumber isspecified,that design values arethase efecctive 06/01/2013 byAL5C14. CBrus Heights,CA,95610 Job Truss Truss Type Qty Ply 5D R41832557 PL14-92_UP F07 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co.,- Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:40:19 2014 Page 1 ID:j7axn4OsHnThlyaUAszwOszX1 UY-vSzFo8JPue39YWPRgbjPTPQdB2AJ2KEgMQGIQIzOQSg of Z12_1 10-7-7 1 2-6-0 I 1 1-2-0 19-41 Scale=1:28.3 4x4= 3x4 II 3x8= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 13 2 3 4 5 6 7 8 9 10 e e o a\ / e e / e.I 1:42 e c N e e o e 1, 17 ' 15 14 13 12 3x4 II 3x6= 3x8= 3x6= 1.5x3 II 4x4 = 3x4= 1-0-4 1 0-10-12 i i 16-54 I 0-10-12 15-5-0 0-1-8 Plate Offsets(X,Y): 17:0-1-8,Edgel.112:0-1-8,Edgel,f17:Edoe,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) tidefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -0.20 13-14 >903 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.31 13-14 >599 360 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.04 11 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.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, Except: 6-0-0 oc bracing:15-16. REACTIONS (lb/size) 16=1078/0-5-8 (min.0-1-8),11=655/0-2-12 (min.0-1-8) Max Gray 16=1078(LC 1),11=670(LC 4) IONTO. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/281,2-3=0/281,3-4=-1662/0,4-5=-1662/0,5-6=-2516/0,6-7=-2516/0, Q� ��4�1�SI?r 7-8=-1811/0,8-9=1811/0 G k.. W BOT CHORD 15-16=-147/422,14-15=0/2316,13-14=0/1811,12-13=0/1811,11-12=0/1466 y��" �.q) WEBS 8-12=759/0,1-16=-431/0,7-14=0/820,6-14=-284/0,5-14=0/253,5-15=744/0, co , ,,. . f 3-15=0/1377,3-16=-849/0,9-11=-1582/0,9-12=0/1027 llie NOTES -Fr 1)Unbalanced floor live loads have been considered for this design. 49639 to 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. Q 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "�'+ C 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.S'sr LE,1G be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)304 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. p P R O E 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <(�E Gl R � 6'6' LOAD CASE(S) Standard {� tco N �'�9 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 CC 870 2PE Uniform Loads(plf) Vert:11-17=8,1-10=80 Concentrated Loads(Ib) Vert:1=304(F) CC�'0 OREGO. ti O��i! PO F44BER.*v\ .', OS A. HE¢�� EXPIRES:06/30/2015. April 22,2014 C / ®ICARNIW3-V&f design parameters and REAP?OYES OX14t1SAM)7MOWEDMf7EKREFERENCEPAGEMU7473res.:tr/29/20iaBE0,4EtLSE Design valid for use only with Mifek connectors.This design b based only upon parameters shown.and Is for an individual budding component. �- Applicabilty of design parameters and proper incorporation of component is responsibility of building designer-not buss designer.Bracing shown -- is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TPIl Quality Cdleda,058.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply 50 R41B32558 PL14-92 UP F08 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4020 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-NeXd?UK2fyCOAf dOlEe0dyyfSfJnuNza40JykzOQSf I 2-6.0 IO.5.10 I I 1-2-0 I I 1-4-14 I Scale:3/4"=1' 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 3 4 53x4= 6 ., a ., v 0 0 N e is 1C/ 9 e 8 e3x4= 4j 3x4= 3x4= 3x4= I 3-1-2 3-?-10 3-9-10 1 4-4-10 416-Q 8-6-8 I 3-1-2 0-1-kt 0-7-0 0-7-0 0.1.8 4-0-6 Plate Offsets(XX): 18:0-1-8.Edrlel,19:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udell lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 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) 10=370/0-2-12 (min.0-1-8),7=370/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. T�Nr� TOP CHORD 2-3=732/0,3-4=-732/0,4-5=-732/0 " BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 & 01<wA$I�j� WEBS 2-10=736/0,2-9=-37/269,5-7=-718/0 G `Q, 'rQ i A, i , -r16 NOTES i `, Q1., tb 1)Unbalanced floor live loads have been considered for this design. i i N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. r. , 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Ts` I� 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 :fi ' 49639 qr� be attached to walls at their outer ends or restrained by other means. Q 40 GIS LOAD CASE(S) Standard �s'SjaNALOG • .c% PRQp Cr; �tJGIN F1. /c 87022PE r' yfP tN rAj; OREG•N �O <U 7 $)1/B F► 1\ PCO S A. HERS EXPIRES:06/30/2015 April 22,2014 ®t9A-RNIW3-Yen'rydesign parameters aaREAD M}TSOHTHISAND DELUDED HIEKREFERENEPAGEHIL7473res1/29/2015BEzOREUSE 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 responsib5ty 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 M iTek' 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/TP11 Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Inlomsaton available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine ISO lumber isspecified,the design values arethose effecthie 06/01/2013 byALSC Job Truss Truss Type Qty Ply 5D R41832559 PL14-92 UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc Mon Apr 21 15:40:21 2014 Page 1 ID:17axn4OsHnThIyaUAczwOszX1 UY-rq5?DgLgQFKtnpZgxOttYqV7RsOH WNn7pklsUBzOQSe I 2-6-0 I 0-5-6 I I 1-2-0 I I 1-7-2 I Scale:T=1' 1 1.5x3 II 2 3x4= 31.5x3 II 4 3x4= 51.51(3 II • J J • N N r . ,.. ) k O 1.5x3 II 9 8 7 6 3x4= 3x4= 3x4 = I 3-0-14 3.2-¢ 3-9-6 1 4-4-6 1 6-2-8 I 3-0-14 1 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): f4:0-1-8.Edge1,(8:0-1-8,Ednel LOADING(psi) SPACING 1-7-3 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 9=267/0-2-8 (min.0-1-8),6=267/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOMO TOP CHORD 2-3=362/0,3-4=-362/0 BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 QS 1 W.As y�, 44 WEBS 2-9=-456/0,4-6=424/0 {; "N NOTES , t 0� N 1)Unbalanced floor live loads have been considered for this design. I 2)Refer to girder(s)for truss to truss connections. 4 `' 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. _ ,; I' 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'dd1 . 49639�� 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. Sfrongbacks to 1 L Y be attached to walls at their outer ends or restrained by other means. ,, Gjg, 6 LOAD CASE(S) Standard • ss�pNAI: G .k:1/4.D PROFk• ' � �NGINF9• /02 17 'c. . 87022P •r . Oy L QN�AjORE . q, ms�- BER e . EXPIRES:06/30/2015 April 22,2014 4 4 ®t4ARNIIF3-Weir design parameters and READ NOTES ON THIS AND I/eztlDED MITEKREFERENCE PAGE 14I1.7 473 ter.1/19/201411EVAEUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual bulding 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITele fabrication,quality control storage.delivery,erection and bracing,consult ANSI/IP11 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 if Southern Pine(SP)turnbeer is specked,the design values arethase effective D6/01/2013 byALSC Job Truss Truss Type Qty Ply 513 R41832560 PL14-92_UP F10 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4022 2014 Page 1 I D:j7axn40sHnThIyaUAczwOszX1 UY-K1 fOQAMIAZSkPz80VjG6522FQFHaFeKG2OVP 1 dzOQSd 1 1-10-12 I I 1-9-11 11 2-6-0 I 1-2-0 11--0. Scale=1:29.4 1.5x3 II 4x10= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 _ J O �� O ' ./. N O e , - Oe 16 5 14 13 12 11 10 4x5= 3x4 II 3x10= 3x6= 1.5x3 II 3x4= 3x4= I 2-1-12 I 16-10-12 1 2-1-12 14-9-0 Plate Offsets(XX): f6:0-1-8,Edge1.111:0-1-8,Edoel,116:Edge,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.18 12-13 >978 360 BCLL 0.0 Rep Stress!nor YES WB 0.87 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 CodeIBC2012/fP12007 (Matrix) Weight:78 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 6-0-0 oc bracing. REACTIONS (lb/size) 15=1642/0-5-8 (min.0-1-8),16=-701/Mechanical,10=533/Mechanical Max Uplift16=764(LC 4) Max Gray 15=1642(LC 1),10=534(LC 4) zoN)'o N. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. os O�WAS'1i r TOP CHORD 2-3=0/259,3-4=0/259,4-5=-1534/0,5-6=-1534/0,6-7=1423/0,7-8=1423/0 G ti`,rr' BOT CHORD 15-16=-1530/0,14-15=-1534/0,13-14=0/885,12-13=0/1423,11-12=0/1423, i iii- �O d 10-11=0/1085 s rq �, WEBS 7-11_257/0,2-15 1613/0,2-16=0/1711,5-13=-252/0,4-13=0/701,4-14=-1231/0, r 4. 2-14=0/1449,8-10=-1171/0,8-11=0/549 ,,r NOTES fa 49 639 qr� 1)Unbalanced floor live loads have been considered for this design. Q �� 2)Refer to girder(s)for truss to truss connections. '' GISi6R .e 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 764 lb uplift at joint 16. ,....,6t 3) 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. NAj 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. 6)CAUTION,Do not erect truss backwards. ��Rto PR Qp. LOAD CASE(S) Standard ��5 Nc"jNFF9• �(.4 870 2PE 7 Ncv SA.OREGO,c OWN 'A0 ,MBER 1� �• 4S �P A- HE_ EXPIRES:06/30/2015 April 22,2014 4 r ®WARM-Ver,-fydesign parameters and READ AOTES OHM'S UD SAND Ihr1ED MI7EK REFERENCE SAGES MII.7473 ret.1/23/2O1IBE'SREUST _ Design valid for use only with MTek connectors.This design is 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 responsibility of the M iTek• erector.Additional permanent bracing of the overall structure is the responsibility of the buldng designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qua81y Criteria.DSB-89 and BCS!Building Component 7777 Greenback Lane,Suite 109 Safely Information avalable from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)lumber tsspecified,the design values arethose effective 06/01J2013 byALSC Job Truss Truss Type Qty Ply 50 R41832561 P114-92 UP F11 Floor 2 1 Job Reference(optional) Pacific Lumber a Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:4023 2014 Page 1 I D:j7axn4OsHnThIyaUAczwOszXl UY-oDDmeVVNwxtabl7jjC3RnLeFaSbfgs_F2QG2EzZ3zOQSc I 2-6-0 1 0-5-10 1 I 1-2-0 I I 1.6-14 i Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 IRI ta 0 N e l e e 3x4= 1 g 8 3x4= 3x4= 3x4= I 3-1-2 3-?-10 3 310 1 4-4-10 41612 8-8-8 I 3-1-2 0-1- 0-7-0 0-7-0 0:1 4-2-6 Plate Offsets(X,Y): l8:0-1-8,Edgel,f9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:40 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) 10=377/0-2-12 (min.0-1-8).7=377/0-4-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . O.NIO TOP CHORD 2-3=-761/0,3-4=-761/0.4-5=761/0 BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 0r7 r' W.A,Sjj.. WEBS 2-10=757/0.2-9=-28/290,5-7=-737/0 (j. ,0nib,d NOTES co �,' 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)10. 4 7 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /if-;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 'd, . . 49639' ick' be attached to walls at their outer ends or restrained by other means. Q,,0 FIs 4' LOAD CASE(S) StandardSS,jOj1�AL0O cEPROFFs�NGINEF .s/494.., II cc 87022PE r 7 Cl) )1 �-0. OREG N �O. �N. Os C4P. A. HER _ EXPIRES:06/30/2015 April 22,2014 A WARNI -Verify design;arameeosad READ M)IESOA/TWANG MIMED 14ITEXREFERENEPAGE HIE 7413res 1/29/IOISBEPAEUSE Design valid for use only with MTek connectors.This design is 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 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,deavery,erection and bracing,consult ANSI/Mil Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety intonation available from Truss Plate Institute.781 N.lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SPJ lumber is specified,the design values are thaw effective 08/01/1013 byALSC Job Truss Truss Type Qty Ply 5D R41832562 PL14-92_UP F12 Floor 6 1 Job Refere •_(ootionall Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4023 2014 Page 1 ID:j7axn40sHnThyaUAczwOszXlUYoDDmeWNwxtab17jC3RnLeFaOwfYW AJQG2F773zOQSc I 2-6-0 I I 2-3-5 I I 1-2-0 I I 2-4-11 I Scale=1:28.7 • 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 11 1.5x3 II 3x5= 1.553 II 1 2 3 4 5 6 7 8 IoIll lIll'11441444411441-"qllIllIllIllIllIllillIllIllIlliP"- N �e 19 12 11 10 354= 3x8= 3x4= 3x4= 354= 10-8-13 11-5-5 I 10-0-5 10-1113 11-3-131 1 16-5-8 I 10-0-5 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edoe1.111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:72 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=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOMO TOP CHORD 2-3=-2476/0,3-4=-2476/0,4-5=-2549/0,5-6=-2549/0,6-7=-2549/0 BOT CHORD 12-13=0/1527,11-12=0/2827,10-11=0/2549,9-10=0/1522 Qc7 p WA$Fjn WEBS 6-10=319/0,2-13=-1648/0,2-12=0/1025,4-12=-379/0,4-11=-466/163,7-9=-1643/0,7-10=0/1116 (r �4 i , '�, NOTES r7 `' 'al, M 1)Unbalanced floor live loads have been considered for this design. C3 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. �', ', 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. IT /(- 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 '�` .4,9639 £ '. be attached to walls at their outer ends or restrained by other means. OA cls V LOAD CASE(S) Standard ' ssj0NALG 4,1c PROFFs ��`� GINE.,.. Ay/ 02 ' 8 ' 2PE „r" N� /r" y "5, OREGO (i5) Ali ,p0 �y17BER 1� _.`,/ OS A. HE; EXPIRES:06/30/2015 April 22,2014 I r A itArsNMS-Verilyde ign parameters aadREAD 10 TES OtiTHIS AND INA7.tY`EDMIlEKFrrEFEREM'EPAGE MII.7473me1/29/20413E .REUSE _ Design valid for use only with Mifek 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 buldng designer.For general guidance regarding fabrication.qualify control,storage,delivery,erection and bracing,consult ANSI/TPl1 Quality Criteria,008-89 and BCSt 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 If Southern Pine(SP)lumber is specified,the design values arethosc effective 06/01/2013 byALSC Job Truss Truss Type Qty Ply 50 R41832563 PL14-92 UP F13 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc Mon Apr 21 15:40:24 2014 Page 1 ID:j7axn4OsHnmlyaUAczwOszX1 UY-GPn8rsNYiAiSeHIPd8IaAT7Xn3vF)bjN_W5VzOQSb I 2-6-0 I11I 1-2-0 II 1-2-5 I Scale=1:33.6 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 4x5= 1.5x3 II 1 2 3 4 <I. 6 7 8 9 10 oN l / \ I / NI Io „ e ltii. ►1 1• 15 14 13 12 354 = 3x8= 3x6= 3x4= 4x4= 3x4= 14-8-11 15-5-3 I 14-0-3 14-1111 l_3-11i 1 19-3-0 14-0-3 o-14 0-7-0 3-9-13 0-7-0 0-1-8 Plate Offsets(X,Y): 112:0-1-8,Edoeh 113:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.35 13-14 >650 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.56 13-14 >413 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400E 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400E 2.0E(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=841/0-4-4 (min.0-1-8),11=841/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y' ONTO �y, TOP CHORD 2-3=-3066/0,3-4=-3066/0,4-5=-3885/0,5-6=-3885/0,6-7=2736/0,7-8=-2736/0,8-9=-2736/0 BOT CHORD 15-16=0/1817,1415=0/3736,13-14=0/3406,12-13=0/2736,11-12=0/1839 & 01WAS WEBS 7-13=0/459,8-12=-585/0,2-16=-1962/0,2-15=0/1347,415-723/0,6-14=0/583,6-13=940/0,9-11=-1985/0, C `fir r 0 9-12=0/1209 Q7 NOTES N 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)11. ! 'r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r 1 49639 xq 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 OA . be attached to walls at their outer ends or restrained by other means. GISTER ct LOAD CASE(S) Standard `40 OCI ,R,,ED PROP #7':c-1: IC14:4; N: : 22f " ' Nco i ," ti y -oT OREGO, c��„sit/ �0O�,y/3ER.\\ \-. `S A. He, EXPIRES:06/30/2015 April 22,2014 $ / ®WARNIAO-Verifydetign parameters and READ WOIES ON MS AND JMIUDEO HI1EXREFSENCZ PAGE HIT 7473 rec.1,/29/1O14BERME ILSE .'... 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 parometen 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/TPIl Quality Criteria,DSB-89 and BCSI 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 If Southern Pine ISP)lumber is specified,the design values urethane effective 06/03/2813 byAtSC Job Truss Truss Type Qty Ply 5D R41832564 PL14-92_UP F14 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:4025 2014 Page 1 IDVaxn40sHnThlyaUAczwOszX1UY-kbl<WdCOATUOGRtbAsppjgBeTHOS7Rikf j3eyzOQSa 2-0-0 I I 1-10-1 I I 1-2.0 I I 2-5-3 I Scale=1:21.0 1.553 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 8 354= 7 114111111111111111111111t- , Ni .-- Cr I. 0001111.° 1111.1.1.11111111.°1 _ • 1 11 10 9 354= 3x5= 3x4= 1.5x3 II 3x4= I &2-9 1 8-9-9 1 9-4-9 1 12-0-12 I 2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,V): I6:0-1-8,Edael,I10:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 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.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) 12=525/0-2-8 (min.0-1-8),8=525/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `��yTONIO Tj TOP CHORD 2-3=1397/0,3-4=-1397/0,4-5=-1183/0,5-6=-1183/0 S P`'' Vf1>SITr rY BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 Q Of WEBS 2-12=994/0,2-11=0/571,4-10=-443/3,6-8=-1277/0 G C� y "2,-t vJ ?. O1, L� NOTES tV 1)Unbalanced floor live loads have been considered for this design. 4 i • 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 74-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 49639 4 be attached to walls at their outer ends or restrained by other means. 11' 49639 ,��CIS�s 1 LOAD CASE(S) Standard SSIONAiG <('c„o PRopts 87022PE �v". cv y NEAT OREG N 955 44,N Ac \ 40y$ER - -CS SP A. HE EXPIRES:06/30/2015 April 22,2014 t4 A IE4R Vl7/J-Yen fydesign parameters and READ l407ES ON THIS AND 17KV/ED MIIEKkEFEREAI'e PAGE MIL 1473 me 1/29/ZCIB BERIAEUSE MN ME 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 responsibSty 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 theM Fre IC erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/TPI1 Ouafly Cd leda,051.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Inlormalon available from Truss Plate Institute.781 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumbar is spelled,the design values arethase effective 06J01/2013 byALSC Job Truss Truss Type Qty Ply 5D R41832565 PL14-92 UP F15 Floor 5 1 Job Reference(optional) _- -- Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4025 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-kbKW3COATUgJGRtbAsppjgfhITGkS57ikMj3eyzOQSa I 2-6-0 I I 2-0-15 ii 1-2-0 I?'4-SI Scale=1:24.8 4x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 ee e a 0014444, N N 1. e eli e e �p 13 12 11 10 3x4 = 3x6= 3x4= 4x4= 3x4 = 10.67 11-2.15 I 9-9-15 9-11177 111-1-7 I I 14-2-12 I 9-9-15 0-14 0.7-0 241-13 0-7-0 0-1-8 Plate Offsets 0(Y): I10:0-1-8,Edoel.111:0-1-8,Edoel ' LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.18 11-12 >925 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.30 11-12 >565 360 BCLL 0.0 Rep Stress!nor YES WB 0.48 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code 1BC2012/TPI2007 (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 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) 13=620/Mechanical,9=620/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TONIO TOP CHORD 2-3=-1996/0,3-4=-1996/0,4-5=-1633/0,5-6=-1633/0,6-7=1633/0 BOT CHORD 12-13=0/1287,11-12=0/2106,10-11=0/1633,9-10=0/1335 O'• 0l W.AS�j WEBS 6-10-744/0,2-13=-1389/0,2-12=0/765,4-11-582/0,7-9=-1441/0,7-10=0/948 G •sy '`►C .' NOTES t .,...„ � . 51 1)Unbalanced floor live loads have been considered for this design. c F1 - 2)Refer to girder(s)for truss to truss connections. 4 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. r 4‘Tr 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. id,' . 49639�•t . 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. ', GIST LOAD CASE(S) Standard v,c o PROF4-. ��5 �NGINER zo ct 87022FE r. / N N 'g. SAT OREGO., (1,9, 4/ ��' �'yBER. A s vo EXPIRES:06/30/2015 April 22,2014 6 I A WARM";-Verity design pammemrs sod READ 1,07ES GM 77fIS AND INZIUDEDMIEK REMENLI PAGE MU 7473 rer,1,729/2014DEOREUSE �"• Design volid for use only with MTek connectors.This design is based only upon parameters shown.and is for on Individual building component. 1 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 responsibilty of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cr tela,058.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandra.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specked,the design values are-these effective 06/03/2013 byAtSC Job Truss Truss Type Qty Ply 5D R41832566 PL14-92 UP FGs FLOOR GIRDER 1 1 Job Reference(ootionall Pacific Lumber&Truss Co., Lake Oswego.Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4026 2014 Page 1 ID:jlaxn4OsHnThyaUAczwOszXl UY-CouuGXPoEoy9uaSnk712FuC?ftLBenszOTdAOzOQSZ I 1-4-12 I 1-4-0 1 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 L 7 N _ 5 4 3x4= 3x4= I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18,Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=253/Mechanical,5=249/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=309/0,2-5=-304/0lTONIO j„ NOTES 0°' 01 wns/ 1)Refer to girder(s)for truss to truss connections. 1.,iiiç 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TP1 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 ` tel, N be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down at 1-5-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. i r 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). AS.f1 \ 49639 w� LOAD CASE(S) Standard 0 \\�C/S , 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 410NAL Uniform Loads(pIf) Vert:4-5=-10,13=100 Concentrated Loads(lb) Vert 2=-188(F) �Q,ED PROPe �g NGINEF hyo ct 870 2PE c" 7 N�-0), ORECa IthrL� �[// "A0 AMBER 1\ ��• Q`' A. HEC"` EXPIRES:06/30/2015 April 22,2014 t A 1SARNLnF3si-Verify design parameev2nd READ hd7ES CN THIS AND IM2t)EED MIIEK REFEREAti PAGE KU%7473 re 1/29/20I4BB OREf/SE Design valid for use only with Mtiek connectors.This designisbased only upon parameters shown.and is for an individual building component. NI ,plicabilty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 'a for lateral support of individual web members only.Additional temporary bracing to insure stabi01y during construction is the responsibillity of theMITek" erector.Additional permanent bracing of the overall structure h the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,stile 109 Safely Information avalable from Truss Hate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tf Southern Pine(SP)lumber Is specked,the design values arethase effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply 5D R41832587 PL14-92_DP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:4028 2014 Page 1 ID:j7axn40sHnThtyaUAczwOszX1 UY-CouuGXPoEoy9uaSnkZL2FuCyuth?BcTszOTdAOzOQSZ I 1-6-0 I 1-5-10 I I 1-2-0 I I 1-4-14 I 2-6-0 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 I I 1 23x4= 11 3 4 53x4= 8 0 N e o : 6 t U 9 8 3x4= 4 3x4= 3x4= 3x4= I 3-2-10 1 3-9-10 1 4-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 41-14 Plate Offsets(X.Y): f8:0-1-8,Edael.19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 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) 10=497/0-2-12 (min.0-1-8),7=412/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1 N10 14, TOP CHORD 2-11=-926/0,3.11=-926/0,3-4=-926/0,4-5=926/0 BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 04 01.WAS NI, WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 (�' 4Sr ''YC .,„ xi 0 NOTES ""'. 1; t1S 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)10,7. 4 1 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/FPI 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 'd,� •• 48639 �z be attached to walls at their outer ends or restrained by other means. t7 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 lb down at 2-2-0 on top chord. "�sK.: GIST6R The design/selection of such connection device(s)is the responsibility of others. • '1gNALG 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard r� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 EQ P ROp Uniform Loads(plf) ,` �`. �ss Vert:7-10=8,1-6=-80 • \� NGINEF. /� Concentrated Loads(Ib) �'' 9 2 Vert:11=-169(B) 87022PE f 5. 11 y 0Ai; OREGO ria O4, '51'0 EIER 1*\ P A- HER EXPIRES:06/30/2015 April 22,2014 ®mum-Vet:7ydes/gnparamefirssad READNOTESONTHIS AND IM1IIDEDMITER REFERENC PARE MIL 7473fen 1/29/2028WORE RE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and'a for an Individual building component. l 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,comult ANSI/lPii Quality Criteria,DSB-89 and BCSI 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)lumbar is specified,the design values are-thosa effective 05/01/2013 byAISC _.. Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 34; Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury r�EE Dimensions are in ft-in-sixteenths. 640‘., Apply plates to both sides of truss 1 1. Additional stabilitybracingfor truss system, and fully embed teeth. 2 3 y e.g. TOP CHORDS diagonal orX-bracing,Is always required. See BCSI. -�/�6" 2. Truss bracing must be designed by an engineer.For 0 wide truss spacing,individual lateral braces themselves ir I 1 I 12 i IEM I I I I MI.i.il I IM 1 kM I I I MI illAfA INIANA may require bracing,or alternative Tor I 0 bracing should be considered. 10111111* U O 3. Never exceed the design loading shown and never O � U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7.8 Cbl C5 6 �- designer,erection supervisor,property owner and plates 0-'na' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from "Plate location details available in MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,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 Southern Pine lumber designations are as follows: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �i Indicated by symbol shown and/or SYP represents values as published specified. by text in the bracing section of the by AWC in the 2005/2012 NDS 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, BEARING or less,if no ceiling is Installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member orplate without prior (supports)occur. Icons vary but ■M■ reaction section indicates joint II ©2012 M?ek®Ail Rights Reserved approval of an engineer. - i number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ilill 11.11.7.1 I p-..---_---. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal 19.Review at 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, MiTel( 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/7P11 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013