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Plans (27) A sr ote —003 E'er- - ; _ k (3CI/2 EwSa7s�Ir mitFEB 0 3 2016 MiTek° 7,,p6-7, ,,:i r-I'':::'!('N MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-92_UP Fax 916/676-1909 5D 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. � GINE t�Eq. PROFFss 2 ct 870 2PE i cy � NyA,; OREGON ti, � 0 sii 0 ER11 . PCO `s. A. HES 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. ae� 0 iT MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 hA Fax 916/676-1909 Re: PL14-92_UP SD 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 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. 010N10 t,p 05 04 1As .`N ,po49639 4zs,S GIS1 R ' hd'.1;06r • 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 ANSUTPI 1. Job Truss Truss Type Qty Ply 5D R41832552 PL14-92 UP Fat Floor B 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:40:14 2014 Page 1 ID:j7axn40sHnThlyaUA¢wOszX1UY-ZUAMIRGH36RsRkXU127EmMisJ1UWN695C9Z 15zOQSI 1 2-6r0 I 1 2-2-9 II 1-2-0 II 2-4-11 1 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 o i 00110............. 2 e elil 13 12 11 10 M 3x4= 3x6= 3x4= 3x4 = 3x4= 10-8.1 11-4-9 I 9-11-9 1o/,1 I11-3-111 16-4-12 1 9-11.9 0-h 0-7.0 5-0-3 0-7-0 0-1-a Plate Offsets(X,V): 110:0-1-8,Edgel.111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deb Ud 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/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 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. '� � 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 j�- 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 I i, r--- W0 NOTES 0 7g:, d 1)Unbalanced floor live loads have been considered for this design. ,: N 2)Refer to girder(s)for truss to truss connections. 1„ 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. iC-,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 11 49639 tlY be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard .�4,SSIOG ���E� PROFFsf, �\� �NGINEF9. /0 870 2PE 9 -7 -0j`°REGO.cc/ cv ti O14 Min BER " 4 `s A. HERS EXPIRES:06/30/2015 April 22,2014 4 A WWARNIti3-Verify design parameers and READ N))7S0NINaSAM3MUGS MINK REFERENCEPAGE MIT 7473;cc 1,/z9/2014BETREUSE Design valid for use only with Mgek 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 buffing designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabidty during construction is the responsibility of the MITek' 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/TPIt Quality Criteria,D51-89 and BCS1 Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandria.VA 22314. Heights,hts,CA,95610 If Southern Pine(SP)lumber is specified,the design values arethau effective 06/01/2013 byALSC i9 Job Truss Truss Type Qty Ply 50 R41832553 PL14-92 UP F03 Floor 3 1 Job Reference(ootionall 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:j7axn40sHnThyaUAczw0szX1 UY-1 gkkynGvgPZj3u6gbleTJZFOdRg06Y7ERpIYHXzOQSk I 2-6-0 I I 2-5-1 1 1 7-2-0 I I 2-4-11 I Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x6 1.5x3 II 7 8 1 2 3 4 5 6 ON ee s_a\ a /� � e. _ e_ oN 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4..-- 10-10-9 10-10-9 11-7-1 10-2-1 10130 111-5-9 I 1 16-7-4 I 0-V8 0-7-0 5-0-3 I 10.24 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edael,f11:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/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(1'L) 0.05 9 n/a n/a Weight:73 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) 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 TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=2587/0,6-7=-2587/0 0�.w , 'C BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 Q O 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 C1 w C i g7 I 0 W NOTES +? `r. 1)Unbalanced floor live loads have been considered for this design. , 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. h. 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. Strongbacics to 4'r r. be attached to walls at their outer ends or restrained by other means. j� 49639 QrIV ����, FCIS'�ER�G�' LOAD CASE(S) Standard • ti., NAL C�cO PRQ/ '< GINE S/' c17 ,N,-. F�• :(2 C 87022PE �I% / N , a.,N R`,0 OREGO. tib. <C/ O ��C AMBER *\ P 0.9 NERC.. EXPIRES:06/30/2015 April 22,2014 A WARN/MI-Vertydesign parameters sad READ?01ES ON ISISAND/M IP`ED NI7EK REFERENCE PAGE t411.7473 nee 1/29/ZO14BEtSREUSE �" Design valid for use only with MiTek connectors.this design is based only upon parameters shown,and is for an individual bolding component. Applicabilty of design parameters and proper incorporation of component is responsiblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabTity during construction is the responsibility of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the bolding designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control storage.delivery.erection and bracing,consult ANSI/TPII Quality Cdteda,059-89 and BCSI Building Component 7777 Greenback CL,ne If SouthePinetSP)lumber issspec�ed,atlse desige values arethase etfecective 06f01/2013 byAtSC 22314. Job Truss Truss Type Qty Ply SD R41832554 P114-92_UP 104 Floor 1 1 Job Reference(ootionaL Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:16 2014 Page 1 ID:j7axr140sHnThIyaUAczwOszXI11YVt16A7HXbjhah2hs9T9imoBrrAWr QOfT25pzzOQSj 1 1-0-0 I 1 1-1-11 1 1 1-2-0 ii 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 „044, ae - e . e / e e � � Aoor n a e e e ►, e 26 25 24 23 22 21 20 19 18 3x4= 4x5= 3x5 = 3x5= 3x5= 3x5= 4x6= 4x4= 3x4= 153-11 I 14-1-11 - 1$e-i II I 19-1.4 I 14-1-11 b-7-0 0-7.0 3-9-9 Plate Offsets(X,Y): f14:0-1-8,Edne1.119:0-1-8,Edoel LOADING(pst) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.30 22 >767 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.46 22-23 >493 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.06 18 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:94 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 27=835/0-4-4 (min.0-1-8),18=835/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. }ToNro TOP CHORD 2-3-1513/0,3-4=-151310,4-5=-2638/0,5-6=2638/0,6-7-3383/0,7-8=-3383/0, p,1 8-9=-3752/0,9-10=-3752/0,10-11=-3733/0,11-12=-3733/0,12-13=-3416/0, ,Dc7 �I RTA$J.7J, 13-14=-3416/0,14-15=-2622/0,15-16=2622/0 G N 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, f, Ce 20-21=0/2622,19-20=0/2622,18-19=0/1831 41C")` O,y, vs N 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, i 1 6-25=585/0,6-24=0/459,16-18--1977/0,16-19=0/1135,8-24=321/0,12-21=264/0, 4 • 13-21=-328/0,14-21=0/1085 /Zit p 49639 .� 1)NTES Unbalanced floor live loads have been considered for this design. O r ��GISTO-v ,._.4,' 2)All plates are 1.5x3 MT20 unless otherwise indicated. 4`Sj0 ZyG 3)Refer to girder(s)for truss to truss connections. T(/�I 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. •ED P R Orec, LOAD CASE(S) Standard Nu el , 4-A-• F,4 �0 �� 870 2PE cv tv 7 NSA). OREGO..ti Qk/ 'AOr, BER N s P� `s A. HE; EXPIRES:06/30/2015 April 22,2014 I 4 ®WARNIfFJ-Ver,-Ardesign parameters and READ N37EE 0t/MIS AND 1M2.USED N17EK REFERENCE PAGE NM 7473 lea 1/29/2824 BUOSEUSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown.and is for an individual building component. �, Applicability of design parameters and proper incorporation of component is responsibility of budding 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/TPII Quality Cdteda,056-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are these effective 06/01/2013 byA1SC Job Truss Truss Type Qty Ply 50 R41832555 PL14-92_UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:18 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-RFPtboJn7Kx1wMrFGuBAxCtVUeg7Jglg7mXCuszOQSh 1 1-3-0 I 1 1-1-1 11 1-2-0 11 2-4-15 I 2-6-0 i Scale=1:35.4 4x5= 3x4= 3x4= 3x4= 3x4= 4x4= 3x6 FP= 3x8=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 911i . Ni o A. o 0 / N . i N � 7N / IA e e e 26 25 24 23 22 21 20 19 18 3x4 = 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6= 3x5-=- 3x5 3x5 WB= 15-7-9 14-5-9 5.0.9 I 70.9-8 i 1 14-5-9 b7-0b-7-0 5-1-15 Plate Offsets(X,Y): 112:O-1-8.Edge),f18:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 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 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=909/0-48 (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 A TOP CHORD 2-3=2003/0,3-4=2003/0,45=3413/0,5-6=-3413/0,6-7=4247/0,7-8=4247/0, �G. 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=4230/0,12-13=-3519/0, 0° 0'¢WAS 13-14=-3519/0,14-15=-3519/0 1 ,. ' am+BOT CHORD 25 26=0/1077,2425=0/2776,23 24=0/3897,22-23=0/3897,21-22=0/4436,20-21=0/4401, " d 19-20=0/3519,18-19=0/3519,17-18=0/1990 ro , j WEBS 12-19=-357/0,13-18=426/0,2-26=1375/0,2-25=0/1183,4-25=-987/0,4-24=0/813, 41 6-24=-618/0,6-22=0/446,15-17=2149/0,15-18=0/1659,10-20=272/35,11-20=-327/0. ,� ''7i 12-20=ono57 4963) kV NOTES 1)Unbalanced floor live loads have been considered for this design. �� &CISTER�G ' 2)All plates are 1.5x3 MT20 unless otherwise indicated. S14NAL 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/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. �G��p PR op es • .c, Standard �`• ca'� �o�t�'wEF9.sp•I� 87022PE { NI 7 cv N�,1T OREG•IV fid // yP cc. . . >, O °0. MBE1 1 Q S A HEC)% EXPIRES:06/30/2015. April 22,2014 4 ®WMA.RNIMI-Verity dolga parameters ar4 READ NOTES ONTUN AND 1 UDEDMtTEKREFERENCEPAGENUT•7473fee1/29/2O1$BEcOREUSE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual budding component. �, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown h 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 budding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Mil Quality Cateda,1388.89 and ICS1 Building Component 77n Greenback Lane,suite 109 Safety information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 It Southern Pine(SP)lumber is specked,the design values arethase effective 06701/2013 byA1SC Job Truss Truss Type Qty Ply 5D 1141832556 PL14-92 UP F06 Floor 1 1 Job Reference lootionall Pacific Lumber d Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:40:18 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-RFPtboJn7KxiwMrFGuBAxCtdCeyJ15g7mXCuszOQSh 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 III 0 N 5 11-' 4 3x4= 3x4= 1-B 4-1-0 I 1 3-11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/de0 L/d 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!nor 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. 0,10N10 46, NOTES S" t�,l. 1)Refer to girder(s)for truss to truss connections. 0° ov wAsp'',�.{' �Yy, 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. G �' -2'` Q`?' 'G, 3)This truss is designed in accordance with the 2012 International BuildingCode section 2306.1 and referenced standard ANSIITPI 1. H , 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 �`= �� dt be attached to walls at their outer ends or restrained by other means. I LOAD CASE(S) Standard14.,r 4963_9�p 4, °�,��GisTaS • S-torrAL a.G Q,ED PROFF c'co NGiNj;F45> 87022PE r' / yNtN N -0), OREGO. ,...‘14,/� N. Q 0 B � ;PSA. HEN EXPIRES:06/30/2015. April 22,2014 rr ®W lRNIN3-Vent'ydesign;arameerrs and READ!r0 LES OD INISAND INCLUDED NITEKREFEENCE PAGE MIT 7473 rev.I/23/70148ffG11EL/SE , 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 responslbdity of building designer-not truss designer.Bracing shown r is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibtfrly of the A p'^1d^e�^ erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding dYd fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TP11 Quality Cr Leda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Informaton available from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specked,the design values arethose effective 05/01/2013 byALSC _ Job Truss Truss Type Qty Ply 50 R41832557 PL14-92_UP F07 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 15:40:19 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-vSzFo8JPue39YWPRgbjPTPQdB2AJ2KEgMQGIQIzOQSg OF2-212A 10.7-7/ 2-6-0 i I 1-2-0 11M Scale=1:28.3 4x4= 3x4 II 3x8= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 13 2 3 4 5 6 7 8 9 10 e e e _ " \II/ _ N 6 ° i. 17 �-� 15 14 13 12 3x4 II 356= 3x8= 386= 1.5x3 II 4x4= 3x4= 1-0-4 10-10-12 11 165.4 I 0-10-12 15-5-0 0-1-8 Plate Offsets(X,Y): l7:0-1-8,Edge1,112:0-1-8,Eduel,II7:Edue,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udefl 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(11) -0.31 13-14 >599 360 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.04 11 n/a rife 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 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) 44, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �ONIO 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, QS Q V�J1Sjj��-4 7-8=1811/0,8-9=1811/0 G w �r`rYG BOT CHORD 15-16=-147/422,14-15=0/2316,13-14=0/1811,12-13=0/1811,11-12=0/1466 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, "' 0-y, IA 3-15=0/1377,3-16=849/0,9-11=-1582/0,9-12=0/1027 NOTES ler 1)Unbalanced floor live loads have been considered for this design. i ' 49639 X11 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. Q4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �,5 Gj$ y 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 - Ss, 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. tGp P R(��� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). \��NC7 I NE1�ss/� LOAD CASE(S) Standard ,7 2 1)Dead+Floor Live(balanced):Lumber Increase=1-00,Plate Increase=1.00 Uniform Loads(plf) g70 2PE Vert:11-17=8,1-10=80 Concentrated Loads(Ib) Vert:1—304(F) 5 N� /1" N -y AJ, °REGO., cf, 4/ 90pSMBER 1\ v,*. A HEFt_ EXPIRES:06/30/2015. April 22,2014 r r A IVIRMIMI-Verhy design parameters and READ hr,`TES ON INN AND IKEUDED1.117EK REFDIENCE PAGE MIL 7473 rec.1,129/2014 BERINEISE MIMED Design valid for use only with MTek connectors.Thisdesign is based only upon parameters shown.and is for an individual building component. Mill• 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. 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/TPI1 Quality Criteria,058-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 N 5outhem Pine(SP)lumber Issp ecified,the design values arc these effective 06 f01/2013 byAtSC Job Truss Truss Type Qty Ply 50 PL14-92_UP F08 Floor 841832558 7 1 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:j7axn40sHnThlyaUA¢w0szX1UY-NeXd7UK2fyCOAf dOlEeOdyyfSUnuNza40JykzOQSf I 2-6-0 10-5-10 I I 1-2-0 I I 1-4-14 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 3 4 53x4= 6 0 e --,...7-----------------7' --- _____,-*. 11:19 8 e3x4= e 3x4= 3x4= 3x4= I 3-1-2 31-110 3-9-10 I 4-4-10 4161 8-&8 3-1-2 0.14$ 0-7-0 0-7-0 0-1-8 4-0-6 Plate Offsets(X,Y): 18:0-1-8,Edgel,19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl 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 (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yTQ �j, NIO TOP CHORD 2-3=-732/0,3-4=732/0,45=732/0 N. BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 WEBS 2-10=736/0,2-9-37/269,5-7=-718/0 GQ ,OV w �14. NOTES t i �`°t, , . 1)Unbalanced floor live loads have been considered for this design. rd N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. \1 • 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 47 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 ��O'.��49639 $ be attached to walls at their outer ends or restrained by other means. 1 � LOAD CASE(S) Standard ��S GIS G SjONAL Q;ED PROFF6; w0; �tJGINFFR.(Sj0 87022PE �r- (J) N y co4)), OREG.N (yo k/, 11. 4/ ' BER A` �' ye, 0,,, HEP`N EXPIRES:06/30/2015 e April 22,2014 r lRA_RNIM5-Veil/ydesign parameters sod READ ND7ES ON 7711F,AND 1M2118ED M17EI(REFEREM7 PAGE MIL 7473 ren 1,/28/ZOIEBEWIEI/S! Design valid for use only with Mirek 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 bulling 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,delivery.erection and bracing,consult ANSI/TN1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute.781 N.Lee Sheet,Suite 312,Alexandria.VA 22314. 7777 Greenback Lane,Suite 109 Una Heights,CA,85610 tf Southern Pine(5P)lumber is specrfred,the design values are those etfecttae 06/01/2013 byALSC Job Truss Truss Type Qty Ply 50 R41832559 PL14-92_UP F09 Floor 1 1 Job Reference(ootionall 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:j7axn4OsHnThyaUAczwOszX1 UY-rq5?DgLgQFKtnpZgxOfYqV7RsOH WNn7pklsUBzOQSe I 2-6-0 I 0-5-6 i i 1-2-0 I I 1-7-2 I Scale:T=1' 11.5x3 II 2 3x4= 31.5x3 II 4 3x4= 51.5x3 II • il \ • ...„....,....„.......,,,,,.,,,,,,,, .. 1::: 0 N O N r ° 1.5x3 II 9 8 7 6 3x4= 3x4= 3x4= 6-2-8I 3-0-140- d.i-8 0--0-0 9-6 I 0-7--00 I 1-10-2 Plate Offsets(X.Y): 14:0.1-8,Edae1,18:0.1-8.Edoe1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud 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'nor 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/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) 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. , 1ONIO TOP CHORD 2-3=362/0,3-4=362/0 BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 0CP Ov.wASii WEBS z-9=�ss/0.4-6=-424/0 s r, �Qo ,� ti. y: wi NOTES 1)Unbalanced floor live loads have been considered for this design. 4 1 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. ,b �1 r 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 49C3��� 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 �Q�, ��CIS"11--,">✓9�� be attached to walls at their outer ends or restrained by other means. CS SS1QNAL�� LOAD CASE(S) Standard QEDPROFF ' . �� tst c.. NGINEz- •s/d g7022F c-- 5. zit y SAT OREGO �o OWN �Clo BER \s Q S A. H . v• - EXPIRES:06/30/2015 April 22,2014 4 WARM"3 A -Verey design parameters and RFANOTESONTHIS AND INCLUDEDNI REFERENCE PASS 14l1.7473ter.1/29/2014DERIREHSE Design valid for use only with M1ek 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 sfabitty during construction is the responsibility of the M ITeK" erector.Additional permanent bracing of the overall structure is the responsrblity of the building designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing.consult ANSI/SP11 Quaitty Cdteda,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safeif Southern Pine 1SP)lumber is specified,the designvaee Information from Truss Plate Institute. ues arethate effdoctive 06/01/2013 byALSC4 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply SD R41032560 PL14-92_UP F10 FLOOR 5 1 Job Reference(ootional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MiTek Industries,Inc.Mon Apr21 15:40:22 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-K1fOQAMIAZSkPz80V G6522FQFHaFeKG2OVP1 dzOQSd 1 1-10-12 11 1-9-11 11 2-6-0 I I 1-2-0 11 1-0-5 I 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 e o ' "1:11::?- 4,444444040406..... - _0000000000000010 %4440.0004444444004,4410 N e 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 I 2-1-12 14-9-0 Plate Offsets(X,Y): f6:0-1-8,Edge1.f11:0-1-8,Edge1,f16:Edge,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deb 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 Incr YES WB 0.87 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:78 lb FT=0%F.0%E LUMBER BRACING TOP CHORD 2x4 DF No.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) rrONIO p,� FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 5) f WASip 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 GO ',w0 t---r 1,1,E l BOT CHORD 15-16=-1530/0,14-15=-1534/0,13-14=0/885,12-13=0/1423,11-12=0/1423, A" ' �, 1' d 10-11=0/1085 et i- �.�, CO 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, N 2-14=0/1449,8-10=1171/0,8-11=0/549 4 ir NOTES d� 49639 4ih'' 1)Unbalanced floor live loads have been considered for this design. bA �FCIS Tt 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 764 lb uplift at joint 16. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. •v.,11 S IONA���G 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. ���%) PROpe . LOAD CASE(S) Standard Cr.‘ �NGIINEFR. /b2 c 870 2PE y N�455,OREGO rye O1U �On�MSER 1\ Q. SA. HER° EXPIRES:06/30/2015 April 22,2014 it it a t4AMN1"13-Verify dolga;aramercrs and READ NOIESOf{7HISAND MUDS MINK REFERU/ PAGE MII.7473sec.1/23/20188E£RE(!SE 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 responsblty 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 MiTek` fabrication,quality control storage,delivery,erection and bracing,consult AN5818,11 Quagly Cdteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information avalable from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 tf Southern Pine(SP]lumber is specked,the design salues are those effective os/01/2013 byALSC Job Truss Truss Type Qty Ply SD R41832561 PL14-92 UP F11 Floor 2 1 Job Reference(ootionall Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:23 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY.oDDmeVVNwxtab17jC3RnLeFaSbfgs_F2QG2EzZ3zOQSc I 2.6-0 1 0-5.10 1 1 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 e e e 0 1CXX ee ee 9 8 3i4 3x4= 3x4= 3x4= I 3-1-2 3F-10 3-9-10 1 4-4-10 416j2 8-8-8 I 3-1-2 0-1-8 0-7-0 0-7-0 0:1 4-2-6 Plate Offsets(X,Y): 18:0-1-8,Edeel.19:0-1-8.Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defi 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. • .5 OHIO TOP CHORD 2-3=761/0,3-4=-761/0,4-5=-761/0 P"' w ASb BOT CHORD 9-10=0/701.8-9=0/761,7-8=0/682 0 01C. WEBS 2-10=757/0,2-9=-28/290,5-7=-737/0 C.!' $ It i+, G'1,d NOTES co tel` t�1)Unbalanced floor live loads have been considered for this design. N4 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. 147 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 dx}9639' be attached to walls at their outer ends or restrained by other means. 0� �CIST S�� .co.., LOAD CASE(S) Standard a.Vs: L�-AG v ) PROFFs C�`y �NC,I(tNEFR.rSj.• � • 4<cx 87022PE r 7 U)'� ti'nl N � ; GREG N. b. 1U O A. Hes- EXPIRES: es— E'XPI RES:06/30/2015 April 22,2014 S x A WARNM3-Verity design pararnetnrs and READ P1D7FS Off 1HIS AND DELUDED PRIER REFEREW PAGE HM7473 ten I/29/2014 WORE USE Design valid for use only with Mifek 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 responsblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stobifly during construction is the responsibisty of the MiTek. erector.Additional permanent bracing of the overall structure Is the responsibtily of the building designer.For general guidance regarding fabrication.quality control,storage,defrvery.erection and bracing,consult ANSI/TPI1 Qualify Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,suite 109 Safely Information avaiable 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 arm those effecthre 06/01/2013 by MSC Job Truss Truss Type Qty Ply 513 R41832562 PL14-92_UP F12 Floor 6 1 Job Reference(optional) Pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4023 2014 Page I ID:j7axn4OsHnThyaUAczwOszXIUYoDDmeWNwxtab17jC3RnLeFaOwfYW AJQG2F77IzOQSc I 2-6-0 I I 2-3-s 11 1-24 I I 2-4-11 I Scale=1:28.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.553 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 •' e 1'-` 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 I 10-0-5 10-r 113 11 J-131 1 16-5-8 10-0-5 0-7-a 0-7- 5-0-3 0-7-0 0.1.8 Plate Offsets(X,Y): 110:0-1-8.Edoe1.111:0-1-8,Edoel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) 1/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 1BC2012/TPI2007 (Matrix) Weight:72 lb FT=0%F,096E 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 (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •t10Ni0 14, TOP CHORD 2-3=-2476/0,3-4=2476/0,4-5=-2549/0,5-6=-2549/0,6-7=2549/0 1�' BOT CHORD 12-13=0/1527,11-12=0/2827,10-11=0/2549,9-10=0/1522 o'o1 VASI,h� 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 C! A,' YC Q' n d NOTES co ' �"4 t 1)Unbalanced floor live loads have been considered for this design. is 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. 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. Strongbacks to IS " 49639 4 be attached to walls at their outer ends or restrained by other means. Q LOAD CASE(S) Standard - SSIONALG Q;Ep PROP 4-�5 �NGINEF9. /�. 8 12PE /�f Ncv w i1" N y Aj; OREGO (1' <U 'POeN ;ypER \'` N49 R` A. HE EXPIRES:06/30/2015 April 22,2014 _ i ®t,4,SNXr,-Verity desgnpaameersxsd READ AO TES ON THIS AND INCLUDED MI75KREFEREI EPAGEMIT-7413rec1/29/20I6BLT08EUSE Design valid for use only with Muck connectors.The design is based only upon parameters shown,and is for an individual building component. 1• Applicabilty 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's the responsibility of the Mi Tele - erector.Additional permanent bracing of the overall structure is the responsibility of the bulling designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/7911 Quality Criteria,DSB-85 and BCSI Bolding Component 7777 Greenback Lane,Suite 109 Safety Informallon 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 are those effective 0001/2013 byALSC 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$Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:40:24 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1UY-GPn8rsNYiAiSeHIPd8laAT7Xn3vFjbjZVi WSVzOQSb I 2-6-0 I i 1-1-11 II 1-2-0 11 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 N O O i 1 15 14 13 12 3x4= 3x8= 3x6= 3x4= 4x4= 3x4= 14-8-11 15-5-3 I 14-0-3 14-0-11"r013- 4- 11 ir-3-1111 19-3-0 I 14-0-3 0. 0.7-0 3-9-13 0-7-0 0-1-8 Plate Offsets(X.Y): I12:0-1-8,Edgel,113:O-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 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 IBC20121TP12007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 OF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except ROT 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. • 10N10 1.4 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=0/1817,14-15=0/3736,13-14=0/3406,12-13=0/2736,11-12=0/183905 �V'WA.Sy., 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 r-WC `t,. 9-12=0/1209 & ;. o 'day NOTES ` : Ca 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. T r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. vpQ49639 Qti ' 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 \� be attached to walls at their outer ends or restrained by other means. �', GIS 1, ssloivAi� �. LOAD CASE(S) Standard ,0D PROE ' <••• 0AGwEk-A./0 `c 8. 0 2PE NC i >" . N . y A,..OREGO. (i5 <U Oct 13F1 SA He EXPIRES:06/30/2015 April 22,2014 $ 4 A WARNIM.i-Yea ydesign palanlemrs and READ NMMES ON MIS AND INCLUDED MI7EX AEFERENCE PAGE MIL7 473 res I/29/2014BE08EUSE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for on individual building component. 11111 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 M iTek' erector.Additional permanent bracing of the overall structure Is the responsiblity of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing.consult ANSt/TP11 Quality Cr Ueda,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values urethane effective O6/O1/2033 by MSC 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 MiTek Industries,Inc.Mon Apr 21 15:4025 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY kbKW3COATUgJGRtbAsppjgfleTHOS7RikMj3eyzOQSa 1 2-0-0 1 I 1-10-1 11 1-2-0 11 2-5-3 I Scale=1:21.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 83x4= 7 i 1 1.11.11.1.1111.11.1.11.1111111. — IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII — — .404404040440444.. , 0 o e 1 E 11 10 9ek 3x4= 3x5= 3x4= 1.5x3 II 3x4= I 8-2-9 18-9-9 1 9-4-9 1 12-0-12 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(XX): I6:0-1-8,Edge1.110:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/defl Lid 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/TPI2007 (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 (Ib/size) 12=525/0-2-8 (min.0-1-8),8=525/0-1-12 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O'ONIO 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 r5 QFw P:, 4 WEBS 2-12=994/0,2-11=0/571,4-10=443/3,6-8=-1277/0 Q ��: J "Y(,� NOTES 0, i,s%�! �1, tf5 1)Unbalanced floor live loads have been considered for this design. i /: N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 4 ' 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. +Tr 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 11 ' 4963 ,: be attached to walls at their outer ends or restrained by other means. 71;-'0 ° ,`��GIS LOAD CASE(S) Standard ss1ONALE G �,EO PROFFs 'g NtaiN�F cS'/0 9 2 tK87022PE -v- -.N1'o);GREG N rL OLN S A. HERS EXPIRES:06/30/2015 April 22,2014 1, 1 ®WARNI?1J-Verify design parameters and READ/DIES QUINN AND PA2LIDEDHIM REFERENCE PAGE NIL 7473;et 1/29/26I6BE FUSE Design vapid for use only with MTek connectors.This design is based only upon parameters shown and is for an individual building component. �I 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 stabiBly 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 fabrication,quality control storage.delivery.erection and bracing.consult ANSI/1PN Quality Criteria,056-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber Is specified,the design values arethace effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply 50 R41832565 PL14-92_UP F15 Floor 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:25 2014 Page 1 ID:j7axn405HnThIyaUAczwOszX1 UY-kbKW3COOATUgJGRtbAsppjgfhfTGkS57ikMj3eyzOQSa i 2-6-0 I i 2-0-15 1 1 1-2-0 I rn 'd_-t 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 e _ _ — gI G \ , N N O 4. O 13 12 11e 10 i 3x4 = 3x6= 3x4= 4x4= 3x4= 10-6-7 11-2-15 9-9-15 9-111j7 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.Ednel.111:0-1-8,Ednel ' LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl 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 IBC2012/fP12007 (Matrix) Weight:64 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 13=620/Mechanical,9=620/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All tomes 250(Ib)or less except when shown. VONIO 14. 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=0/1335Q� ill.w 4 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 0 ,�1', tri G o/ hw. 0 NOTES 1, 113rl 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. �` 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. ?� 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4.f5 48639 '''I '5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Qe �4GIST W.°) be attached to walls at their outer ends or restrained by other means. G ss1.0NAL LOAD CASE(S) Standard ‘3,E3 PRQFess �- N GINE /fl �� 87022PE 9f / yA,;OREGO. qnC� M . i � N 8E i,-` • sAIIs EXPIRES:06/30/2015. April 22,2014 6 r ®19ARNT.Y3-Year design parameters and READ ROTES ON THU AND IRCLUDED MIIER REFERENCE PAGE f1II.7473 ret 2729/I014BfOREUSE Design valid for use only with MEek connectors.This design is based only upon parameters shown.and is for an individual building component. NT 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 responsiblllity of the MiTek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component n77 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)Iumbec is specified,the design values arethase effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply 50 R41832666 PL14-92_UP FGI FLOOR GIRDER 1 1 Job Reference(optional) 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:j7axn4OsHnThIyaUAczwOszX1 UY-CouuGXPoEoy9uaSnkZL2FuC?ftLBenszOTdAOzOQSZ 1 1-4-12 1 1-4-0 1 1 1.5x3 II 2 3x4= 3 1.5x3 11 Scale=1:8.7 J L a N ._ 5 4 3x4= 3x4-- 1 1 2-11-12 1 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) 1/de8 L/d 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 Incl 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 (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=309/0,2-5=-304/0 �yTONIO N. NOTES �7 ,i WA$j{ 4 1)Refer to girder(s)for truss to truss connections. GQ w� W 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. T , '0 :kr. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to [ `"be attached to walls at their outer ends or restrained by other means. 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. 44.The design/selection of such connection device(s)is the responsibility of others. /�%r5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .f+ 49639��p � LOAD CASE(S) Standard ��'4",s,�GISf6K' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 S'1O 14° Uniform Loads(pif) NAi Vert:4-5=-10,1-3-100 Concentrated Loads(Ib) Vert:2=-188(F) '�1�E� PRQFFS �,`5 �NGINEFR.5 ' 87022PE ��r' fP N -0 OREG'N o �/V ��OnS'yBER 1N ��0 - A. HER EXPIRES:06/30/2015 April 22,2014 t I ®WARNING-Veal,design parameers and READ 107ES GM MIS AM ROWED MINK AEFERENa PAGE MIT 7473 rex 2(29/28I8Off.4EI/SE Design valid for use only with M7ek connectors.This design is based only upon parameters shown.and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual wetr members only.Additional temporary bracing to insure stability during construction k the responsibillity of the M I lT ek� erector.Additional perrnanent bracing of the overol structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage.delivery.erection and bracing,consult ANSI/TPU Quality Criteria.DSB-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(SP)Lumber Is specified,the design values arethase effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply 50 R41832567 PLI4-92 UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:40:26 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 lN-CouuGXPoEoy9uaSnk712FuCyuth?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 II 1 23x4= 11 3 4 53x4= 6 0 N e 1d 9 8e3x4= �/ 3x4= LX1 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,V): f8:0-1-8,Edee1,f9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid 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 lncr NO WB 0.22 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=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. 1ONIO 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 �� OF ]t��, 'Y WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 CJ 'V' �V►'C NOTES � � ?�: 94 cics 1)Unbalanced floor live loads have been considered for this design. Ca 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. �' .g 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,i;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 '1 49639 Qr�'' be attached to walls at their outer ends or restrained by other means. O �F 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. �'�+ �►I$T ER C3 The design/selection of such connection device(s)is the responsibility of others. 4.10 A �t,11 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 RV) PR OFF Uniform Loads(pit) t s Vert:7-10=-8,1-6=-80 •Coi �vAGINEF9.s%2 Concentrated Loads(Ib) Vert:11=-169(B) 87022PE �r" cv yAi, OREGO... ti ' OWN A�'Occ�'j13ER.1� Q ..SA He�C�. EXPIRES:06/30/2015 April 22,2014 r A WARMIM3-Veritydeslgn parameters and READ NOTES OHM'S AND INCLUDED MtIEX REFFRENM PAGE MIE 7473 me 1/2912014 DEM USE Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for on individual building component. I• Appricobitty of design parameters and proper incorporation of component is responsibility of building designer-not Inns designer.&ocing 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/IPI1 Qualify Cr tela,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. Citrus Heights,CA,95610 If Southern Plne(SP)lumber is specked,thedesign values art-those effective 06/03/2023 byALSC Symbols NumberingSystem -General Y e Geral SafetY Notes PLATE LOCATION AND ORIENTATION 1 3j4 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r�,. Dimensions are in ft-in-sixteenths. im, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,Is always required. See SCSI. 0.1/16 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 4 may require bracing,or alternative Tor I _ O p bracing should be considered. r , UIl4iI 3. Never exceed the design loading shown and never Ostack materials on inadequately braced trusses. For 4 x 2 orientation,locate ~ C74 c6-7 C5-6 O 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and plates 0 'nd' 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 AROUND THE TRUSS required direction of slotsinSTARTING AT THE JOINT FARTHEST TO locations are regulated byANSI PI i. G 9 /T connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4x4Pwidth measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.Generalr P tY actice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that SYP represents values as published specified. 0, Indicated by symbol shown and/Or by AWC in the by text in the bracing section of the SP approved/new 2005/2012NDS represents ALSC 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. I Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior �� reaction section indicates joint ©2012 MTek®All Rights Reservedapproval of an engineer. occur. 17 number where bearings .Install and load vertically unless indicated otherwise. Min size shown is for crushing only11.1.7:41 . mill sPose 18.U e of green or treated lumber mayunacceptable A environmental,health or performance risks.Consult with Indust St project engineer before use. ry andards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Desi n Standar Is not sufficient. g d for Bracing. M(Ie BCSI: Building Component Safety Information, 20.Design assumes manufacture In accordance with Guide to Good Practice c ce for Handling, AN SI/TPI 1 QualityCriteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013