Loading...
Plans (79) ® RECEIVED I ' 7.2-0/6.-? ` MAY 16 2016 CITY OF TIGARD MilieW BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-92 UP Fax 916/676-1909 513 The truss drawings)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:R41832552 thru R41832567 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. <<-QV) PROrk- �ti �NGINFF �0 872PEj\2� 0 i"0 OREGONe Iii r SA. HER0 ER S EXPIRES:06/30/2015 April 22,2014 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. ®_ MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citnis Heights,CA,95610 Telephone 9161676-1900 Fax 9161676-1909 Re: PL14-92_UP 5D 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:R41832552 thru R41832567 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. 0TON10 14, 05 0-v wkly 4 h mix,. ao 49639 9GIST � o April 22,2014 Hemandez,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 ANSUTPI 1. Job Truss Truss Type Qty Ply 50 PL14-92 UP F07 Floor 6 1 R41832557 Pacific Lumber&Truss Co:, Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:19 2014 Page 1 ID:j7axn4OsHnThlyaUAczw(szX1 UY-vSzFoBJPue39YWPRgbjPTPQdB2AJ2KEgMQGIQIzOQSg aj�12d laza I 2-6-0 I 11-2-o I VA Scale=1:28.3 4x4= 3x4 II 3x8= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x6 1 2 3 a 4 5 6 7 8 9 10 _ 0 0 o N e O O O 00 17 "- 15 14 13 12 2 3x4 II 3x6= 3x8= 3x6= 1.5x3 II 4x4= 3x4= 1-0-4 10-10-12 I I 165.4 0-10-12 15-5-0 I 0-1-8 Plate Offsets(X,Y): f7:0-1-8,Edgel.(12:0-1-8,Edgel,117:Edge,0-1-81 LOADING(psi) SPACING 1-7-3 CSI DEFL in (lac) I/defl Ud 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/rP12007 (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 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) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yTONIO A> 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, e7 1^' w �C 7-8=-1811/0,8-9=-1811/0 Q , � y� BOT CHORD 15-16=-147/422,1415=0/2316,1314=0/1811,12-13=0/1811,11-12=0/1466 GAs `7 11,,, 0;744 l .. 4 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, c - , �� [T 3-15=0/1377,3-16=-849/0,9-11=-1582/0,9-12=0/1027 111-11F1 t4 NOTES 1)Unbalanced floor live loads have been considered for this design. e6/1, d t'/ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. \.4i 449639 4! 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ��',\¢GIS161� ,. 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 "Au- I be attached to walls at their outer ends or restrained by other means. aNAL 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. <(' Ei) PROF s• 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q� LOAD CASE(S) Standard GINE-A.,.s/�2 \� . (EN 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 y. Uniform Loads(pit) 870 2PE Vert:11-17=8,1-10=80 Concentrated Loads(lb) Vert:1-304(F) ' N0 / .N -y�4!>,, OREGO. ti �0NCQE EFtA �S A HV.?% EXPIRES:06/30/2015 April 22,2014 4 _ r FSAANMS-Veit'design paramemrs and READ N07ES OHM'S AND MILTED MITEKREFMENCE PAGE NU7473tee 1,/2J/20t8BL�3,4£USE Design valid for use only with MTis ek connectors.This design based only upon parameters showdd n.and k for an invidual 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ti MiTek' fabrication.quality control,storage,delivery,erection and bracing consult ANSI/lP11 Qualify Cr tela,056.89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. 7777 Greenback Lane,Suite 109 If Southern Pine(SP)lumber is specified,the design values are these effective 06/01/2013 byAt.SC Citrus Heights,CA.95610 ( vrruss Type laty I1 Ply SD R41832556 Job T loor t IPL1492_UP IPa'russ Job Reference footionap 7.510 s Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:40:18 2014 Page 1 Pacific Lumber a Truss Co., Lake Oswego,Oregon ID;)7axn40sHnThIyaUAczwOs2X1UY-RFPtboJn7KxIwMrFGuBAxCtdCeyJ15g7mXCuszOOSh 1-4-02-6-0 1 1 1.5x3 II I 3 1.5x3 II 1 2 3z4= Scale=1:8.7 J L. N 4 5 3x4= 3x4= 4-1-0 1 0.1-8 6-1- 3-11-8 8 LOADING(pet) SPACING 1-7-3 CSI DEFL in (Ioc) I/deg Lid PLATES GRIP 480 MT20 220/195 TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 0.00 4 n/9 f60 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) Weight:19 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) BRACING TTOP CHORD Structural wood sheathing directly applied or 41-0 oc purlins, except TOOMBER P CHORD 2x4 DF No.1&Btr(8at) end verticals. BOT CHORD 2x4 DF No.1&Btr(gat) BOT CHORD a drtiadirectly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) 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. SQNIO NOTES cj. O,WAs 1)Refer to girder(s)for truss to truss connections. G S, C d 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. .��.' >,, l� 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 c`,7 1?`; be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 'd 7 f k/, �0fi :CISG4 �`SSjONAI:�� ,, c O P ROFF0 �5 4rGIN�F19 .0.. 17 47 87022PE r / N 'N fn-0 OREGO,. �,� 41,/C-Ssi iiBER - A. He EXPIRES:06/30/2015 April 22,2014 ®willo s-Verifrdesign para memrs and READ FAXES CN 7HISAND TACLLIDED Mf"fEKREFERENCE PAGE XII.7473 mt.133/ZO14BEO.REUSE _� Design valid for use only with MiTek connectors.This design is based only upon parameters of shown.and dis desor an erinnof d truss design component.pon shown Applicability of design parameters and proper incorporation of component&respons N building gconstruction is the MiTek. is for lateral erector.Additionalrof permanent iweb ndividual ng of the os verall all structure isly.Additional thereP sp nsbBlty of the building designecing to insure stabilty r. For general guidancesregard I of the 7777 Greenback Lane,Suite 109 g fabrication.quality control,storage.delivery,erection and bracing.consult ANSI/TPI1 Quality C°Berta,DSB-89 and BCSI Building Component flfl Heights,CA,95610 If Southern Pine(SP)lumber Is from theldesiign values creamers Street. ffetctive 06/011201.3 byALSC v Job Truss Truss Type Qty Ply 50 PL14-92_UP P05 Floor 841832555 9 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon - Job Reference(notional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:18 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-RFPtboJn7KxIwMrFGuBAxClWjegZJglg7mXCuszOQSh 11-3-0 1 1 1-1-1 11 1-2-0 11 2-4-15 1 2-6-0 1 Scale=1:35.4 4x5= 3x4= 3x4= 3x4 = 3x4= 4x4= 356 FP= 3x8= 1 2 3 /` e N V / >4 5 6 7 8 9 10 11 12 13 14 15 16 e „ C / B a N / \ _ eO ii a IN 26 25 24 23 22 21 20 19 18 3x4 = 456= 3x5= 3x6 FP= 3x5= 3x5 = 456= 3x6 = 3x5= 3x5 WB= 15-7-9 1 14-5.9 15-0 70-9- 1 14-5-9 0-7.0-96- 1 7-0 51-15 Plate Offsets(X.Y): 112:0-1-8,Edael,118:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl 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 076 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress lncr 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. QNIO 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, 't 8-9=4495/0,9-10=-4495/0,10-11=-4230/0,11-12=4230/0,12-13=-3519/0, le 13-14=-3519/0,1415=-3519/0 QQ .i': / "' WA S-4/4 %,. 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, ' . 19-20=0/3519,18-19=0/3519,17-18=0/1990 i,; O t WEBS 12-19=-357/0,13-18=-426/0,2-26=1375/0,2-25=0/1183,425=-987/0,4-24=0/813, 03 j : N 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=0/1057 ;/47r NOTES O , 49639„c�� 1)Unbalanced floor live loads have been considered for this design. QIS a�V 2)All plates are 1.5x3 MT20 unless otherwise indicated. s p�1(y�C 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 1ONt�j+'r" 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIffPI 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. ���Oo PR O p - LOAD CASE(S) Standard •‹o; .:kA(jIINE' 9-t9<0 w 87022PE { N cv y0A OREG•N fL� �N ER OS NP A. HER EXPIRES:06/30/2015 April 22,2014 t FfARN7173-Verily design parameters and READ NOTES ON Mfg AND 7AC.lilDED MiTEKREFERENCE ME mal 473 tem 1/29/20148SOREUSE Design valid for use only with Mfek connectors.Th&design Is based only upon parameters shown,and is for an indvidual budding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown N1111 is for lateral support of individual web members only.Additional temporary bracing to insure stabitty during construction is the responsibility of the erector.Additional permanent bracing of the overall structure b the responsibility of the budding designer.For general guidance regarding M ITek' fabrication,quality control,storage.delivery,erection and bracing.consult ANSVTPII Qualify Criteria.DSB-89 and SCSI Budding Component Safely Infonnalton available from Truss Plate Institute,781 N.Lee� Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,10 109 If Southern Pine(5P)lumber it specified,the design values are those effective 06/03/2013 byA2SC CIWs Heights,CA,95610 V Job Truss Truss Type Qty 'Ply 15D 841832554 IPL1492 UP PO4 Floor 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego.Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:40:16 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1UY Vtl6A7HXbjhah2hs9T9imoBrrAWr_QOfT25pzzOQSj 1 1-o-0 1 i 1-1-11 11 1-2-0 it 1-0-9 1 2-6-0 1 Scale=1:32.5 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 4x4= 4x5= 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 e e e y e s N e/ I\ aI ��/ �y� � / Ne/•\ /e. ,_ e 1.;,,, _.. . e AA 26 25 24 23 22 21 20 19 18 ` 3x,5= 4x6= 4x4= 3x4= 3x4= 4x5= 3x5= 3x5= 3x5 = 15-3-11 1�t-8-11 19-1-4 I 14-1-11 14-1-11 '0.7-0 10-7-1 3-9-9 Plate Offsets(XX): f14:0-1-8.Edoel.f19:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud 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 Weight:94 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF 2400E 2.(f BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF SIud/Std(flat)t) REACTIONS (lb/size) 27=835/0-44 (min.0-1-8),18=835/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IONIO TOP CHORD 2-3=1513/0,3.4=-1513/0,45=-2638/0,5-6=-2638/0,6.7=3383/0,7-8=-3383/0, r7 Rr f e 8-9=3752/0,9-10=-3752/0,10-11=-3733/0,11-12=-3733/0,12-13=-3416/0, GQ 40 �O G 9, 13-14=-3416/0,1415=-2622/0,15.16=2622/0 �' f �0 d 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, 5 r r i ,Dy 20-210/2622,19-20=0/2622,18-19=0/1831 N WEBS 1420=-328/0,15-19=541/0,2-27=-1129/0,2-26=0/990,426=-851/0,4-25=0/724, 4 I 6-25=585/0,6-24=0/459,16-18=1977/0,16-19=0/1135,8-24=-321/0,12-21-264/0, lt'3„ 1 13-21=-328/0,1421=0/1085 49639 qr� NOTES �O�' CI$TS�VG ' 1)Unbalanced floor live loads have been considered for this design. 4:91,A �.¢� 2)All plates are 1.5x3 MT20 unless otherwise indicated. Ivt�j'" 3)Refer to girder(s)for truss to truss connections. 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 �4`E� PROFF be attached to walls at their outer ends or restrained by other means. .�... �NCaIN��'4 s/�?� LOAD CASE(S) Standard 870 2PE 7 9A OREGOti QA1�0SERP R�A. HE • EXPIRES:06/30/2015 April 22,2014 r ®IfPkHIH:i-Verity design parameters and READ M;liS Cf/7NfSAfVD TtXZIfiED MEM(REFERENCE PAGE lfIT•7473 mt.1,129/1014 B5C,1EUSE OMANI �" Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for an individual bolding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ,MiT I Is for lateral support of individual web members only.Add tional 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 budding designer.For general guidance regarding 7777 Lane,Suite 109 k. fabrication.quality control.storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.056-89 and BCS1 Building Component 7777s Greenbackea,CA.ne,Su If Saautter Southern Pine lumber is spe�fed.theldesign Institute. Lee tStreet. ane�vcacn3e 0001/20 Alexandria, a. i Job Truss Truss Type Qty Ply 50 PL14-92_UP F03 Floor 3 1 R41832553 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:15 2014 Page 1 ID:j7axn40sHnThyaUAczw0szX1UY-lgkynGvgPZ)3u6gbleTJZFOdRg06Y7ERp1YHXzOQSk I 2-6-0 1 1 2-5-1 II 1-2-0 1 1 2-4-11 I Scale=128.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x6 = 1.5x3 11 1 2 3 4 5 6 7 8 000000 — � - Q e _ 12 1 11 10 kr 3x4= 3x8= 3x4= 3x5= 3x4= 10.10-9 11-7-1 10-2-1 10-2-1 10 Vie 11x7$0911 16-7-4 1 5-0-3 0-7-0 0-1.8 Plate Offsets(XX): 110:0-1-8,Edoel,(11:0-1-8,Ed0e1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Lid 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 Incr 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(lb)or less except when shown. TOMO TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5 6=2587!0,6-7=-2587/0 w BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 Oct �F VIAS WEBS 6-10=-324!0,2-13=-1666/0,2-12=0/1041,4-12=-399/0,4-11=480/168,7-9=-1660/0,7-10=0/1140 4.,... G tiw �c NOTES y2c; O „c) 1)Unbalanced floor live loads have been considered for this design. C / 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 `ter be attached to walls at their outer ends or restrained by other means. d '9' r LOAD CASE(S) Standard �0 ;�49639 rye ,TWO PROpec, ��.* �NGINEF . i�. 87022PE= -v / (r Cn N y '0j; OREGO q, <v 491 1s A. HE# EXPIRES:06/30/2015 April 22,2014 4 mamma USE Design valid for use only with MOek connectors.This design is based only upon parameters shown,and is for an individual bidding 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 . _ erector.Additional permanent bracing of the overall structure is the responsiblity of the buldfing designer.For general guidance regarding MiTek. fabrication,quality control.storage.deliivery,erection and bracing,consult ANSI/TP11 Quality Criteria,D59-89 and SCSI Building Component Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95810 If Southern Pine(SP)lumbar is specified,the design values arethase effective DS/01/2013 byAtSC Job Truss Truss Type rly 5D R41832552 Floor 1 PL14-92_UP FDt IQty B 1,150b Reference(ootiiall I 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:14 2014 Page 1 Pacific Lumber aTruss Co.. Lake Oswego,Oregon ID:j7axn40sHnThIyaUAezwOszX1UY-ZUAMIRGH36RsRkXU127EmMisJ1UWN695C9Z 15200Sl I 2-6-0 I 1 2-2-9 11 1-241 1 1 2-4-11 1 Scale=1:28.6 1.5x3 11 3x5= 1.5x3 II 3x4= 1.5x3 11 1.5X3 II 3x5= 1.5x3 II 5 6 7 8 1 2 3 4 / e e / e ON 1A. o- e 12 11 10 13 3x8= 3x4= 3x4= 3x4= 3x4= 10-84 11-4-9 16 -12 i 9-11.9 10�{{1 1 111-31 I I 0-1� 0-7-0 5-0-3 I 9- 11-9 0-7-0 0.1-8 Plate Offsets(X.Y): 110:0-1-8.Edgel,f11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deb Lid 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 Weight:72 lb FT=0%F,0%EBCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) 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. IONTO TOP CHORD 2-3=2463/0,3-4=2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532/0 Oct O�� Xh c, BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 YY 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 t.+ ( r C� l„ . . O try NOTES 1)Unbalanced floor live loads have been considered for this design. L.I ` 2)Refer to girder(s)for truss to truss connections. Fr 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. I I IV 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 to49639 be attached to walls at their outer ends or restrained by other means. �kj ,�.(+I$T'Ett � LOAD CASE(S) Standard - SSIdNAL v‘c D PROF&,. � pENGINE ,r„ /0�� 870 2PE NN / N y �'OT OREGO, ct, ,, �0 MB ER 1\oN4Q S A. Ile%— EXPIRES:06/30/2015 April 22,2014 ®W4ME#3-Ved4desiga parameters and READ ARTS 0!7l/IS AND INCLUDED MtTEV REFHIhown.ond a flor73 anit 1;299/ZOI4dual lduORElISEg ent �• Design valid for use only with MiTek connectors.This design n based only upon parameters Applicability of design parameters and proper incorporation of component is responstb5ty 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 responsibiMire kR Nly of the erector.Additional permanent bracing of the overall structure a the responsbdity of the building designer.For general guidance regarding 7777 Greenback lane,Suite 109 fabrication,quality control,storage.delivery.erection and bracing.consult ANSI/TPI1 Qualify Criteria,DSB-8?and BCSI Building Component Citrus Heights,CA,ne.Su Safely Information available from busePlate design erethose effective 06/01/2013 byALSc 1 N.Lee Sheet,Suite 312.Alexandria.VA 22314. If Southern Pine(SP)lumber is spet�ed,the design i Job Truss Truss Type Qty Ply 50 PL14-92_UP F08 Floor 7 1 R41832558 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4020 2014 Page 1 ID:j7axn40sHnThlyaUAczw0szX1UY-NeXd?UK2fyC0Af dOIEe0dyyfSfJnuNza40JykzOQSf 2-6-0 0-5-10 1-2-0 1-4-14 Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5X3 I I 1 23x4= 3 4 53x4= B ti e O � 1 8 3x4= 3x4= 3x4= 3x4= 3-1-2 3-?-10 3-9-10 4-4-10 416- 8-6-8 3-1-2 0-146 0-7-0 0-7-0 0.1-8 4-0-6 Plate Offsets(X,Y): 18:0-1-8,Edgel,f9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udell Ud 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/TPI2007 (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 (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-732/0,3-4=-732/0,4-5=-732/0 yTOTTIO BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 iC WEBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 WAS NOTES ti� 1)Unbalanced floor live loads have been considered for this design. Lt) 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 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 r be attached to walls at their outer ends or restrained by other means. 6 ��49639 4t,'fi ( LOAD CASE(S) Standard ts CI� sjONALAL SQ;EDPROpe • g NGINEF .6j Job Truss Type !Qty !Ply 150 R41832559 IPL14-92_UP 1Truss 'Truss Floor 1 1Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego.Oregon7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:21 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-rq5?OgLgQFKtngcpcOttYgV7RsOHWNn7pklsUBzOQSe 2-6-0I 0-56 I I 1-2-0 I I 1-7-2 I Seale:1•=1' 11.5x3 II 2 3x4 = 31.553 II 4 3x4= 51.5x3 II • J \e -.= = 0 N e, O N 1.5x3 II 6 7 6 9 3x4= 3x4= 3x4.-- I i 3-0-14 0160- I7-0 0I 6-2-8 I3-0-14 -- 0-- 1-10-2 Plate Offsets(X.Y): 14:0-1-8.Edoe1.18:0-1-8,Edoel , LOADING(psf) SPACING 1-7-3 CSI DEFL in floc) 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 Weight:29 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.18&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. WEBS 2x4 DF Stud/Stdd/Std(flat)t) BOT CHORD 2x4 DF No (fl ) 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(lb)or less except when shown. • 'tONTO TOP CHORD 2-3-362/0,3.4=362/0 Qt7 �1�Vasil), ' . BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 •L &t{, `rNCO WEBS 2-9=-456/0,4-6=-424/0 16 NOTES N 1)Unbalanced floor live loads have been considered for this design. 4 I c' 2)Refer to girder(s)for truss to truss connections. at joint(s)9. 'r 3)Provide mechanical connection(by others)of truss to bearing plate 'd 49639 �` 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 r.'0 /' k1/'S c, be attached to walls at their outer ends or restrained by other means. ss1()NA; 1s LOAD CASE(S) Standard €o PRO 87022PE r" N y� . ' %O� OREGO,. (151. Lc/ ANOO8ER 1 Q --t9 S:1/4\-4 A HE EXPIRES:06/30/2015 April 22,2014 r .." r ®WA!NIM3-Vedtydesign parameters and READ Iu7ES CH INNS NYC IM1tSED Mr7EK REFERENCE PACE/40.1473 res I/19/201d B13?)REUSE �- Design valid for use only with MTek connectors.This design's based only upon parameters shown.and is for an individual bulling component. Applicability of design parameters and proper incorporation of component rresponsb y oofsbuildinga es during er-not trussn the designer. si responsibility Bracing gy h(wn MIT I B for lateral support of individual web members only.Additional temporary bracing �Y the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control storage.detvery.erection and bracing,consult ANSI/MIT QuaIBy Criteria.DSII-89 and SCSI Building Component 7875 Greenback k L 95610 If Southerninef5P)lumbo Is specified,the design values are thoseeeffetcfnm 06/01/2013 b{AtSC 22314. I Job Truss Truss Type Qty Ply 50 PL14-92 UP F10 FLOOR 5 1 841832560 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4022 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1 UY-K1 fOQAMIAZSkPz80VjG6522FQFHaFeKG2OVP1 dzOQSd 1 1-10-12 1 1 1-9-11 I I 2-6-0 1 1-2-0 11 1-0-5 1 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 a 9 e / O N e ee 16 5 14 13 12 11 10 4x5= 3x4 II 3x10= 3x6= 1.5x3 II 3x4= 3x4= I 2-1-12 I 16-1412 2-1-12 14-9-0 1 Plate Offsets(X.Y): f6:0-1-8.Edoel,111:0-1-8,Edgel,f16:Edoe,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/defl Ud 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 lncr YES WB 0.87 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 Uplift 16=-764(LC 4) Max Gray 15=1642(LC 1),10=534(LC 4) 'SONIO FORCES (Pb)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. Go' oV WAS 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 w. BOT CHORD 15-16=-1530/0,14-15=-1534/0,13-14=0/885,12-13=0/1423,11-12=0/1423, �- Cl, �xr 10.11=0/1085 ' 16. 4 [[[j111 WEBS 7-11= f 257/0,2-15=-1613/0,2-16=0/1711,5-13=-252/0,4-13=0!701,4-14=-1231/0, 1' 2-14=0/1449,8-10=1171/0,8-11=0/549 f • NOTES er 1)Unbalanced floor live loads have been considered for this design. 49639 4 2)Refer to girder(s)for truss to truss connections. GA 4GIS,5 D 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 764 lb uplift at joint 16. aSS+ l3 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. IQNAL11 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. t.D PROr � GGINE6LOAD CASE(S) Standard �' 6 ' o< 2 c 870 2PE17 N y S ti� W � �MOREGOBER 1� PCO SA. HER� EXPIRES:06/30/2015 April 22,2014 _ r t' f -Vcr.kdesign parameters and REA.DNOTESOP{TNISAND mall.;EDMITEKREFs..Rfh1EPAGE MI 1473 reg.112V2gl3BLr0ELSE 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 h responsibility of building designer-not truss designer.Bracing shown t• k 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,derivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 If Samisens Pine(SP)lumber is specked.the design values are.those effective D6/01/2013 byALSC Job (Truss Truss( Type 12QtY Ply 50 Ixate32sst IPL14-92 UP F11 Ill Floor 1 Job Reference(ootionall Pao f,c Lumber&Truss Co.. Lake Oswego,Oregon7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4023 2014 Page 1 IDV axn40sHnThlyaUAczwOszX1 UY-oDDmeWNwxtabl TjC3RnLeFaSbfgs_F20G2EzZ3zOOSc I 2-6-0 1 0-5-10 1 1 1-2-0 11 1-6-14 1 Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 a 0 N �[X) e 803x4= 10�( 9 /\ 3x4= 3x4= 3x4= 3-1-2 3-f-}0 3-9-10 4-4-10 4r6-2 8-8-8 I I 3-1-2 0-i-6 0-7-0 1 0-7-0 0--1-b 4-2-6 Plate Offsets(X,Y): l8:0-1-8,Edoel.19:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (100) Vdefl Lld 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'nor YES WB 0.20 Horz(TL) 0.01 7 n/a n/a Weight:40 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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. 1ONIO TOP CHORD 2-3=761/0,3-4=761/0,4-5=761/0 OCj O�wA$�cn, BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 GQ, ri C .144 WEBS 2-10=757/0,2-9=-28/290,5-7=-737/0 O 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)10. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /ir? 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. Strongbadcs to ,fyp. . �49639� ,t{,, be attached to walls at their outer ends or restrained by other means. �C+ ors-'1,0... G LOAD CASE(S) Standard . s`sj4NAL QED PRo/ cc87022PE 17 " 0_,7 ,cT'41,2,,, OREG N. cy OlN 9...0 .0 ER 1� Qom. S A Vie?' EXPIRES:06/30/2015 April 22,2014 1 , B AWARNIM3-Ver7ydesgnparamemrs and READ MITESONTHISAND INCLUDED NITER REFEREPK PAGE 14111473 ret 1,125/2014BEOREUSE t' Design valid for use only with Mifek connectors.This design Is based only upon parameters shown.and is for an individual buldmg component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral supped 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 7777 Greenback Lane,Suite 109 fabrication,quality control storage,detvery,erection and bracing,consult ANSI/IP11 Quality Criteria DSB-89 and BCSI Building Component Citrus,77Greenback CA,ne,Su If Southern PPine(SP)lumber is specified.the design values are these effective 06/01/2013 byrAtSC 22314. Job Truss Truss Type Qty Ply sD PL14-92_UP F12 Floor 6 1 841832562 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4023 2014 Page 1 ID:j7axn40sHnThlyaUAczw0szX1UYoDDmeWNwxtab17jC3RnLeFaOWIYW AJQG2F773zOQSc 2-6-0 1 I 2-3-5 I1 1-2-0 11 2-4-11 1 Scale=1:28.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 11 1.5x3 II 3x5= 1.5x3 11 1 2 3 4 5 6 7 8 c I-WI /-'� �►�\ _ y ►. _ o N ve e 12 11 10 0� 3x4= 3x8= 3x4= 3x4= 3x4= I 10-0-5 10.113 1-3-13 11-5-5 ( 16-53 i 1005 atm �a7o I1 503 0-7-0 0-1-8Plate Offsets(X.Y): (10:0.1-S.Edge),111:0.1-B.Edge) LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Lid 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!nor YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. xOlit - 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 WGdb�0V WAt, 0.,?: ".. .3.44. EBS 6 10=319/0,2-13=-1648/0,2-12=0/1025,412=-379/0,411=466/163,7-9=-1643/0,7-10=0/1116 NOTES y O', trl 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)13. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /t, 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 14..d1,..„ 49639 47 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard *('C('S Gr$j);K" �e�ED PR Qp �„.N �..-. F9.dj0 �' 8 • 2PE j � /c iv y -o OREGO rye zz. or., 'jeER A\ P�O SA. HERS EXPIRES:06/30/2015 April 22,2014 I A K'AR//mO-Verily design parameters and READ M3ihS ON IRIS AMD INCLUDED MI7EK REFEREM'7 PAGE MIT-7473 fee 1/19/20U8/WEUSE 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 I, 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 overaf structure is the responsibility of the bulding designer.For general guidance regarding MiTek' fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,058.89 and BC51 Building Component 7777 Greenback Lane,Suite 109 Safety Intonation available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. If Southern Pine(SP)lumber is specked,the design values arc theta effective 06/01/201.3 byA1SC Citrus Heights,CA,95610 I, Job Truss Truss Type Qty Ply 5D 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,Incl Mon Apr 21 15:4024 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-GPnarsNYiAiSeHIPd81aAT7Xn3vFjbjN WSVzOQSb I 2-6-0 I 1 1-1-11 11 1-2-0 II 1-2-5 1 Scale=1:33.6 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 II 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 _+`\ o I N I / \ ji, � 111 y kTI 1• 15 14 13 12 3x4 = 3x8= 3x6= 3x4= 4x4= 3x4= 14-8-11 15-5-3 14-0-3 14-1-01 1f,-3-111 1 193-0 I I 14-0-3 0.1-$ 0-7-0 3-9-13 0-7-0 0-1-8 Plate Offsets(X,Y): 112:0-1-8.Edgel.113:0-1-8.Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl L/d 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(rL) -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 Weight:85 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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) 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. `�'iONIO Z . ' 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 C" w `C1Pa. BOT CHORD 15.16=0/1817,14-15=0/3736,13-14=0/3406,12-13=0/2736,11-12=0/1839 Q O� `Y WEBS 7-13=0/459,8-12=585/0,2-16=-1962/0,2-15=0/1347,4-15=-723/0,6-14=0/583,6-13=940/0,9-11=-1985/0, G �w r Qo Ti 9-12=0/1209 i 0 ` \*, tN NOTES \..,t.'4 • 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 r � qtr 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �.p((77 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 • Qi� �'la. E1`" �4 • be attached to walls at their outer ends or restrained by other means. s t F• SIONAv LOAD CASE(S) Standard e D PRO / GjNE S �N E,�' 02 . 8 • 2P � 1- NCV AV y �'oj;OREGO ti3zu 'Si C. MBER,1\ P . . A- HE S EXPIRES:06/30/2015 April 22,2014 s �� ®MOM-Verifydesign parameen and READ NOBS OM Th1SAND IM1UDED MITE,KREFERENCE PAGE NM 7473 reg 1/29/201480128EUSE �' Design valid for use only with Mitek 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 responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the bulding designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control.storage,delivery.erection and tracing,consult ANSI/TPIl Qua8ly CrIteda,058-89 and SCSI Building Component s Greenback CA,au95Suite Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. If Southern PinetIP)lumber is specified,the design values arethase effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply SD R41832564 PL14-92 UP F14 Floor 6 1 Job Reference(optional) Pacific Lumbers Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:25 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-kbKW3COATUgJGRtbAsppjgfleTHOS7RikMj3eyzOQSa 1 240 1 1 1-10-1 1 1 1-2-0 1 1 2-5.3 1 Scale=1:21.0 1.5x3 11 3x4= 1.5x3 II 3x4= 1.5x3 11 1.5x3 11 1 2 3 4 5 6 354= 7 e I — 000000 — — N L. O 1 11 10 9ek 3x4= 3x5= 3x4= 1.5x3 11 3x4= I 8-2-9 1 8-9-9 1 9-4-9 1 12-0-12 1 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X.Y): 16:0-1-8,Edge1,f10:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud 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. .� S � TOP CHORD 2-3=1397/0,3-4=1397/0,4-5=-1183/0,5-6=1183/0 BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 WEBS 2-12-994/0,2-11=0/571,4-10=-443/3,6-8=-1277 G0 (, d r 3, NOTES to s Ci 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)12,8. 4 J 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. Sfrongbacks to `b� 49639 •t{r4' be attached to walls at their outer ends or restrained byother means. 04'GrST *et P. LOAD CASE(S) Standard SSjQNAL-.IS. �cQ,ED PRQp 2 87022PE �� y N�,�T OREG IV rya AN 'P�'p�'I'�8ER \s Po `SA. HEP` EXPIRES:06/30/2015 April 22,2014 l ®E4RNI#J-Volt ydesign pararsemrsardREAD MIESOtiMIS AND MIMED HI7EYREFEREMEPAGE MIL 7473rec1/29/26d8BBOREI(SE Design valid for use only with Mifek connectors.This designisbased only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility u of bing designer-not truss designer.Bracing shown IMI, u for lateral support of individual web members ony.Additional temporary bracing to insure stability during construction is the responsibility of the . . erector.Additional permanent bracing of the overall structure is the responsbiiy of the bulding designer.For general guidance regarding ivlire k' fabrication,quality control storage.delivery,erection and bracing,consult ANSI/TPll Qualify Criteria,DSB-89 and BCSI 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 is specified.the design satires arethose effective 06/01/2013 by MSC .. Job Truss Truss Type rty IPIy 150 R41832565 IPL14-92 UP F15 Floor 1 Job Reference lootionall Pacific Lumber&Truss Co., Lake Oswego,Oregon7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4025 2014 Page 1 ID:j7axn40sHnThIyaUAczwOs7JC1UYarbICW3COATUgJGRtbAsppjgfhfTGkS57ikMj3eyz0 a I 2-6-0 I I 2-0-15 1 1 1-2-0 1 1 Scale=1:24.8 4x4= O 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 \ , .- N 1 O e e e '11a�+y��/y 13 12 11 10 V 3x4 = 3x6= 3x4= 4x4= 3x4= 10-6-7 11-2-15 9-9-15 9-1117 111-1-7 1 1 14-2-12 I I 9-9-15 0-14 0.7-0 2-11-13 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8.Edoel.(11:0-1-8,Ediiel - LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) I/deft Lid 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 Incr YES WB 0.48 Horz(TL) 0.03 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.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No (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 (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. rcOI`IIO Jam, TOP CHORD 2-3-1996/0,3-4=-1996/0,4-5=-1633/0,5-6-1633/0,6-7=1633/0 C� F w , �' BOT CHORD 12-13=0/1287,11-12=0/2106,10-11=0/1633,9-10=0/1335 l JQ �: ' Gi ',I.., It, O `% WEBS 6-10=744/0,2-13=-1389/0,2-12=0/765,4-11=582/0,7-9=-144110,7-10=0/948 NOTES 1)Unbalanced floor live loads have been considered for this design. t4 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 49639 /{rte 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 �Q40s GIS O be attached to walls at their outer ends or restrained by other means. 4' LOAD CASE(S) Standard ;�<'iN 'O PROFFS :46' ��c6 NGW EF'Q.s/°'l� Cc- 87022PE � / cv -F .,,0T MOREGO, 953 ZU �'. . � OA H' EXPSIRES:BE06/3R0/201P5 April 22,2014 .r 4 6 ®WAFsNIN3-Verity design parameters and READ MESON THIS AND IhC2UDE0l4l7EK REFERETXE PAGE M77.74T3 mt.I,h9J2078BLjOREI/SE Design valid for use only with MiTek connectors.This design•s based onti'upon parameters shown.and•s for on individual building component Mt - 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 responsiW9ity of the MITeK• erector.Additional permanent bracing of the overall structure is the responsibility of the bulding designer.For general guidance regarding 7777 Lane,Suite 109 fabrication.quality control.storage.delivery,erection and bracing.consult ANSI/1PI1 Quattly Crileda.008.89 and BCSI Building Component Chun Greenbackea,CA.ne, It Sauthern PinetSP)tursber'tepee/led,the design valuesarethose affertective 0003/2013 by MSC14. Job Truss Truss Type Qty Ply 5D PL14-92_UP FG1 FLOOR GIRDER 1 1 R41832566 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4026 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 IJY-CouuGXPoEoy9uaSnk7L2FuC?ftj_BenszOTdAOzOQSZ 1-4-12 I 1-4-0 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 J O N A 5 4 354= 3x4= I 2-11-12 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) I/defl Ud 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'nor NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 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 (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-309/0,2-5=-304/O `TONT(N. NOTES Af 1 WASNI, . 1)Refer to girder(s)for truss to truss connections. o .w0 0 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P11. i�, d d 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 co . �,4 N be attached to walls at their outer ends or restrained byother 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. \l The design/selection of such connection device(s)is the responsibility of others. 1er 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). s 49639 .41r, .41r, LOAD CASE(S) Standard �� �� STE><" 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 x..45) Gj G Uniform Loads(plf) IOIVAL Vert:4-5=-10,1-3-100 Concentrated Loads(Ib) Vert:2=188(F) e?�c3.5• GI FFR `r/o 44,4 87022PE �r- yN NN -0),OREGON tis 40 90o�,yBER.\\ ��Q `s A. HER° EXPIRES:06/30/2015 April 22,2014 , A , tHINIMi-Verify design parameters and READ MS IES ON MIS AND MUSED • 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 responsibility of the -- --- erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding • MiTek• fabrication,quality control storage,deliiery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria.VA 22314. If Southern Pine ISP}lumber is specified,the design values aretlsose effective 06/O1/2013 byAtSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 5D R41832567 PL14-92_UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:40:26 2014 Page 1 ID:j7axn40sHnThIyaUAczw0szX1 UY-CouuGXPoEoy9uaSnkZL2FuCyuth?BcTszOTdAOzOQSZ I 1-6-0 I 1-5-10 1 1 1-2-0 1 1 1-4-14 i 2-6-0 I Scale:3/4"=1' 1.5x3 ll 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 11 3 q 53x4= 6 a 1...7 7 •'''' ' ::-- =,7 7 •a i a 4 i 1 1 i i i i i i i i II i 0 I i 1 i..... c. N 0 9 0 803x4= .11;( \\ 3x4= 3x4= 3x4= 3-2-10 1 3.9-10 1 4-4-10 1 8-6-8 1 1 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X,Y): 18:0-1-8,Edael,19:0-1-8.Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/defl Ud 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 Weight:39 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&BU(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. IONIC)�j, TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=926/0 r7 ,< ,,a,IA BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 GQ _tib C WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 NOTES co N 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)10,7. v 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. t 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 49539 be attached to walls at their outer ends or restrained by other means. ?�� 4,04s6 5) 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. 4, �1 The design/selection of such connection device(s)is the responsibility of others. S10IsTAL 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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,0`0 ROF40 Uniform Loads(plf) CCAGtNE . _s%O� Vert:7-10=-8,1-6=-80 Concentrated Loads(lb) Vert:11=169(B) ( GtN . 87022PE 7r" cv y �-), OREGO e elk/ -PCQ�M$ER.A\ � . ..S• A He EXPIRES:06/30/2015 April 22,2014 4 .r s ®WSRNIMS-Vera ydesign parameters and READ I'IO7ESON7NISAND L'KlUDE0MI1EKREFEREN1EPAGE MU7473ree1/29/2014Bff.5 USE•' Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for an Individual building component. �, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek" erector.Additional permanent bracing of the overall shucture is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/IPli QualIty Criteria,D56.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaton available from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandria,VA 22314. Citrus Heights,CA.95610 If Sourhem Pine fSP)lumber is specified,the design values arctbose effective 06/01/2013 bitAf$C - Symbols Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3j4 Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property r_..= offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. lillik Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. • TOP CHORDS diagonal orX-bracing,is always required. See SCSI. O_T/TQC CI-2 c2-3 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves 1\111L%Lei may require bracing,or alternative Tor 1 illirilltLI pbracing should be considered. O O 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. For 4 x 2 orientation,locate O 4. Provide copies of this truss design to the building plates 0-'nd' BOTTOM CHORDS '- designer,erection supervisor,property owner and from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locnations t are regulated by Aand NS RPI 1 e atjoini connector plates. THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 7. Design assumes trusses will be suitably protected from *Plate location details available In MITek 20/20 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 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 10.resCamber is a non-structural consideration and is the to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camberfor deaofduss fabricator. load deflectioneneralpraclice Is to the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: Indicated by symbol shown and/or SYP represents values as published in all respects,equal to or better than that by AWC in the 2005/2012 NDS specified. by text in the bracing section of the SP represents ALSC approved/new values output. Use T or I bracing with effective dote of June 1,2013 13.spacing ins indicated osheathed design. or purlins provided at if indicated. BEARING 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is Installed,unless otherwise noted. Indicates location where bearings 15.Connections not shown are the responsibility of others. 41611A (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior =, reaction section indicates jointIIM.HA ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. it�lA III, i9 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal MII Plate Connected Wood Truss Construction. 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. isnot sufficient. • ke BCSI: Building Component Safety Information, MiT Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013