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Plans (82) i ,573.0/ Cr CO/ 111116 RECEIVED sc� /7 / MAR 2 3 2016 M iTe k/ CITY OF TIGARD BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-90UP Fax 916/676-1909 5B 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:R41832522 thru R41832537 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. ��R D PRQFFss NGiNEF ro ct 8 0 2PE ( c' a' y 'oj, OREGON (1, �t 11` ' BER \ C) A. H ¢• P 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 ANSUTPI 1. M iTe k� 11111 MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-9OUP Fax 9161676-1909 5B 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:R41832522 thru R41832537 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. otONIO 0% QgWAS 4 • 444, . 49639 'GIST S 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. Job Truss Truss Type Qty Ply 58 R41832522 PL14-90UP F01 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 15:39:21 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-cHTKdJclYpmObb_IRPgo7B0ohg07S71 HOPDhOfzOQTa I 2-6-0 I I 2-2-9 1 1 1-2-0 I I 2-4-11 I Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 N - / 9 \ e e / \ . N e e 13 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-1 11-4-9 I 9-11-9 'Ns: 111-3-1 II 16-4-12 I 9-11-9 0--8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edgel,111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft 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 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. 0i ONIO TOP CHORD 2-3=-2463/0,34=2463/0,4-5=-2532/0,5-6=2532/0,6-7=-2532/0 i BOT CHORD 12-13=0/1520,11-12=0/2805,10.11=0/2532,9-10=0/1515 SCJ d Wits 4 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 Cit . NOTES k k, 0� tS5 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 4/ 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 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 49 39 be attached to walls at their outer ends or restrained by other means. ( IS PE LOAD CASE(S) Standard �:tNAL `G �,"� � PRO c� < GIN F9 �68.0. 87022PE sr cw i'll4-1:. y `�"j, OREGO. tifl ✓' "'$ 44, A„� t' S AH " , g EXPIRES:06130/2015 April 22,2014 1 , ®&PARNf,S.r-V&i'ydeniys,ammeters sod REAP 1CTES ON MIS A//C MIMED MEM'REFERENCE PAGE Nfl747.1nsc 1/25112014 DEMME Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. il. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure.stability during construction is the responsibillity of the MITE** erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BYI fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/1911 Quality Criteria,DSB-89 and ICS!Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 StSouthern Pine(&P)lumber tsspecified,tires sledge values ase thoseetfecthre /01/S03..3byAL&C Job Truss Truss Type Qty Ply 56 R41832523 PL14-90UP F02 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3922 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszXl UY4U1 igfdfJ7uFCIZU_7B2fOY183goBcGRF3yEw5zOQTZ I 1-6-0 I 1-3.4 I :0.1 2-3 I1-2-0I I 1-0.5 I 2-6-0I Scale=1:27.7 1.5x3 I I 3x4= x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 34x 5 6 7 8 9 10 e e _ _ Feel a /y _ eN N e 17 * 15 14 13 12 11 3x4= 3x6= 4x5= 3x5= 1.5x3 II 3x4 = 3x4= 1 3-0-4 I 15-10-12 I 3-0-4 12-10-8 Plate Offsets(X,Y): 17:0-1-8,Edgel,112:0-1-8,Edeel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.07 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.10 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:74 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 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 (Ib/size) 16=1266/0-5-8 (min.0-1-8),17=-335/Mechanical,11=456/Mechanical Max Uplift17=-426(LC 4) Max Gray 16=1266(LC 1),17=4(LC 3),11=457(LC 4) .VONIO lie FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �� O 11�$7r 4 TOP CHORD 2-3=0/1294,34=0/750,4-5=0/750,5-6=-1002/0,6-7=-1002/0,7-8=1099/0, C.1 �",,i+ �`�►(r* ' ; 8-917=-66 0 II, d BOT CHORD 16-17=-664/0,15-16=1294/0,14-15=0/331,13-14=0/1099,12-13=0/1099,11-12=0/890 r? " �' .. '/ WEBS 3-16=-718/0,2-17=0/798,2-16=-882/0,5-14=0/737,5-15=-1177/0,9-11=-960/0, 9-12=0/379,3-15=0/856 4 NOTES 144963 1)Unbalanced floor live loads have been considered for this design. C).4' tS 2)Refer to girder(s)for truss to truss connections. ' 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 17. �S�0NALG 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. 6)CAUTION,Do not erect truss backwards. ,y�e P RQpF, LOAD CASE(S) Standard c:1.‘,.3 ,v* '19 (Si' `' 870 2PE 1-- g �'0j,OREGO tis Q� O 41BERA\ 0,9 A. Her, EXPIRES:06/30/2015 April 22,2014 t i A imams-Ver:i`ydesign powers and READ NOTES OH Rf1SAM If/U/T£0 HUM REFERENCE MSc HIT 7473 rnr 1129/2014 BE.ORRISE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �y 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-irrnxestability during construction is the responsibility of the - [��Te * erector.Additional permMiTek" bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1911 Quallly Criteria,DSB-89 and BCSI 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 Ofteuthern Piens(SPj heather k specked;the design vetoes are.'those restive 06/01/2111.3 byAtSC • Job Truss Truss Type Qty Ply 5B R41832524 PL14-90UP F03 Floor 3 1 Job Reference(ootionah Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:23 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-Ygb42?eH4RO6gv8gYgiHCc57kT4Ew0FaTjinSYzOQTY I 2-6-0 I I 2-5-1 I I 1-2-0 I I 2-4-11 1 Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x6= 1.5x3 I I 1 2 3 4 5 6 7 8 _ e _ e o V e/ � � 4441441444111114111% - o N e ee Y 1� 12 11 10 `Q� 3x4= 3x8= - 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 10t39 111-5-9 I I 16-7-4 I 10-2-1 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edael,111:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01'ONIO+7�4 ,i TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 a BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 fl� 01 WASH, `Y 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 (l ��1 \\ 1,..., NOTES 4t �1, N 1)Unbalanced floor live loads have been considered for this design. f ; 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 '.r be attached to walls at their outer ends or restrained by other means. ,4G62Q 4" LOAD CASE(S) Standard Q.et 14 $GIS Gv. ONAL ,N,-, �N�'tIVEFR. /0„ 4 870 2PE f y m-j,GREG N (1�' Ltr EXPIRES:06/30/2015 April 22,2014 A twom-Verify,deaign;araarcrlrsandREM PLIES ON MIS AND IMT(10EDWIN 8EFERENEPAGE MII7473rns1/29/2610BEOREt. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individualwebmembers only.Additional temporary bracing to insure stability during construction is the responsibillity of the ._". �■ '+ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - -'IMIt eIKT fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7911 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It Southern Pine OPT lxantrer is specified,the design 1ekuas are these effective 081411f2013 byAtSC Job Truss Truss Type Qty Ply 5B R41832525 PL14-90UP F04 Floor 1 1 Job Reference(ootionalt Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:24 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-Os9SFLfvrkByS3it6YDWpeEXtNnfT6kiNRL?_zOQTX I 2-3-0 I 1 1-411 ii 1-2-0 11 1-0.9 1 2-6-0 I Scale=1:31.6 1.5x3 I I 3x6= 1,553 I I 3x4= 1.5x3 II 3x4= 1.553 I I 1.5x3 II 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 9 - 0000............ N N e e b 1.g 15 14 13 12 11 354= 3x8 = 3x5= 3x4 = 4x4 = 3x4= 14-3-11 I 13-1-11 11$-111 I 18-1-4 I 13-1-11 0-7-0 0-7-0 3-9-9 Plate Offsets(X,Y): 112:0-1-8,Edoel,113:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.33 13-14 >663 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 13-14 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 16=791/0-4-4 (min.0-1-8),11=791/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. o"ONIO TOP CHORD 2-3=-2635/0,3-4=-2635/0,4 5=-3446/0,5-6=-3446/0,6-7=-2477/0,7-8=-2477/0,8-9=-2477/0 �s, BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12 13=0/2477,11-12=0/1721 0°7 01 WAS 4/4C 7-13=0/354,8-12=-569/0,2-16=-1700/0,2-15=0/1191,4-15=-679/0,6-14=0/405,9-11=-1858/0,9-12=0/1092, (t ` "P4 6-13=-860/0 Q3 i 1,.., - —. 0 'C Co 1, t55 NOTEStV 1)Unbalanced floor live loads have been considered for this design. 4 3 2)Refer to girder(s)for truss to truss connections. rd 4k" r r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 1 4, 49639 9 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to !{);e00iS be attached to walls at their outer ends or restrained by other means. ' LOAD CASE(S) Standard s10NAL � <<,p,ED PROP �cv0\� �CNG1� F#9 /p-mac' 87022PE 7 -5,GREG N cy Ali 00 '1BER \\ '‘' IA. HEMA EXPIRES:06/30/2015 April 22,2014 4 t ®tamm6-Verify design paramegErs sod REAP ItrO7E5 05 MIS AND IR6.t/OES MIT£K REFERENCE PAGE HIT-7473 as 1/28/20I4&FGJJ1EIJSE + —_ Design valid for use only with M?ek 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 6 the responsibillity of the e�.TE " - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,YI 1 ... fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/T111 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. Citrus Heights,CA,95610 11 Southern Pune fSal lumber is dried,the designinguom are those etterthre t%./ib1J2.01.3 by ASC • Job Truss Truss Type Qty Ply 58 R41832528 PL14-90UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber d Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:39:26 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-zFGDgOgAMMOghMsFDzG_gEjdrh4P7Ju1AhwS3tzOQTV 1-3-0 I 11-1 12-0 1 2-415 I 2-6-0 I Scale=1:35.4 4x5= 3x4= 3x4= 3x4= 3x4= 4x4= 3x6 FP= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 e vNrXe,�<erN7N.', - � o- IN e c • 25 24 23 22 21 20 19 18 3x4= 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6= 3x5= 3x5 WB= 15-7-9 I 14-5-9 5-0-4II I 20-9- 14-5-9 7-0 b-7-0 5-1-15 Plate Offsets(X.Y): (12:0-1-8,Edoel.118:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/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 Ina YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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.OE(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. o" ONIO 44, TOP CHORD 2-3=-2003/0,3-4=-2003/0,4-5=-3413/0,5-6=-3413/0,6-7=-4247/0,7-8=-4247/0, 8-9=-4495/0,9-10=4495/0,10-11=4230/0,11-12=4230/0,12-13=-3519/0, 042 ��RTAS l 13-14=-3519/0,14-15=-3519/0 C, i. a 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 -- ti 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, f _ 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 -r NOTES "gyp R 49639 FV, 1)Unbalanced floor live loads have been considered for this design. '�, SIS 2)All plates are 1.5x3 MT20 unless otherwise indicated. '10/SIAL'e 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/IP'1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �Ca O PR OFE LOAD CASE(S) Standard �,. �CNG1NE, 4, • 87022PE gt-- ySATOREG•N 433 jU CI .%'` * f3s A. H' .P EXPIRES:06/30/2015 April 22,2014 4 it ®kf4RNL/3-Ye fy desiga parameters and REA1l MIS ON THIS AND NatEED MTV(REFERENCE ACE/4II.7473 sea 1/25/20I4 BEMUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Alum Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown k for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ...mitre J.,tse .„ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �- IVB1 FCR , fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TP0 Qualfly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Sairrharrt PinefSPi krmaafisspeciatat,,ttsedesigtwatsresanttAosaattetttveoGfOafzOsabyAMOC Job Truss Truss Type Qty Ply SB R41832527 PL14-90UP F06 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3926 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-zFGDgOgAMMOghMsFDzG_gEjklthEo7WE1AhwS3tzOQTV I 1-4-0 I 2-60 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 II II 1111 ppyrven I 0 N ■M INS' 5 13 4 3x4= 3x4= 18 4-1-0 I 1 3-11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft 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 Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18.Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except BOT CHORD 2x4 DF No.18&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. y10NI°114 NOTES lugs 1)Refer to girder(s)for truss to truss connections. {) pSC 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. C 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/IPI 1. '" 00 ., VA 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 g 4 .4. N. be attached to walls at their outer ends or restrained by other means. �V f LOAD CASE(S) Standard g?/ X44, 044 4) <<,Rc.O P ROpk-, \� 4�GINEF9 �0��- 87022P� g 'a.; OR GON clfl zu A. H EXPIRES:06/30/2015 April 22,2014 i, ®WNW.Verity deign parameters sad READ l TES ON THIS AND DOMED idITEKR€FEREMEPAGE Mil.7473mu1/28/26ISBfO8EuSE Design valid for use only with Wel:connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qually 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. Citrus Heights,CA,95610 el Seuthsee PtrelSP)lumbar isspecifiad,rise de e,valuesatethexa effective 06/03/2013 byAtSC Job Truss Truss Type Qty Ply 5B R41832528 PL14-90UP F07 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3928 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-veOz5iiQuzeOwgoeLOlSvfozjUmsbGBJd?PY81zOQTT 1 1-7-12 I I 1-8-15 1 1 1-2-0 11 1-4-9 1 1-6-0 1 Scale=1:30.1 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x5= 1.5x3 I I 1 2 3x8= 3 4 5 6 7 8 9 10 11 N fr''''''''''''',1. . / -I o e. N 19 17 16 15 14 13 TZ 3x4 II 3x6= 3x8= 3x5= 3x5= 1.5x3 II 3x4= 3x4= 1 1-10-12 2-914 17-5-4 I 1-10-12 0-118 15-5-0 Plate Offsets(X,Y): 12:0-3-0,Edgel,18:0-1-8,Edgel,113:0-1-8,Edgel,119:Edge,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.18 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.27 14-15 >687 360 BCLL 0.0 Rep Stress!nor NO WB 0.67 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:83 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:17-18,16-17. REACTIONS (lb/size) 18=1194/0-5-8 (min.0-1-8),12=627/0-2-12 (min.0-1-8) Max Gray 18=1194(LC 1),12=662(LC 4) `� ONTO 44. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P`' TOP CHORD 1-2=0/670,2-3=-950/312,3-4=-950/312,45=-2192/0,5 6=-2192/0,6-7=-2379/0, 0., Ov' A$Jt7>, � 7-8=-2379/0,8-9=-1741/0,9-10=-1741/0 {J ,�'„{ `T C j BOT CHORD 17-18=-670/0,16-17=-32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741, r ! `' 12-13=0/909 co '.t WEBS 9-13=-408/0,2-18=-808/0,1-18=-765/0,8-15=-14/787,7-15=-259/0,6-16=-295/0, / ; 4-16=0/641,4-17=-935/0,10-12=-1092/0,10-13=0/1027,2-17=0/1309 NOTES44;r3590 Q+ 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)12. �� ' , ' G 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ONAVal 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. 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. J P R QF, The design/selection of such connection device(s)is the responsibility of others. , 1S 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ���..Co' ,. t3i NFF9 --/ LOAD CASE(S) Standard 87022PE 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-19=-8,1-11=-80 Concentrated Loads(Ib) CV Vert:1=-304(F) �'G OREGO l'Iri,�4/ 41 CI SER �� V 04.9A. HER EXPIRES:06/30/2015 April 22,2014 4t ®WAPJIM-Verity dcsi7a paar3 meteaxd REAS)1D1TS ON ROAM mama MINK REFEREME PAGE H11.7473 re&11.29/2014 _MUSE e.. 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 we.... . °s ■�y� foriateral:support of individual web members only.Additional temporary bracing to insure stability during construction o the responsibility of the >_ a:.. s IV PM ti -erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - I fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/T911 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. Citrus Heights,CA,95610 196m s-them Dine(SP)Somber is stseuific,the design mics is are those e%becthie x/G1/20113 byA1.SC Job Truss Truss Type Qty Ply 58 R41832529 PL14-90UP FOB Floor 7 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3928 2014 Page 1 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-veOz5iiQuzeOwgoeLOlSvfo4nUv9bNVJd?PY81zOQTT 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 11 1.5x3 II 1 23x4 3 4 53x4= 6 e . „77777.. e o c NN e 1f7�( 9 8 3x4= 3x4= LX, 3x4= 3x4= I 3-1-2 3-^?-10 3-9-10 1 4-4-10 416- 8-6-8 I 3-1-2 0-1-8 0-7-0 0-7-0 0-1-84-0-6 Plate Offsets(X,Y): 18:0-1-8,Edael.19:0-1-8,Edoe1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/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. .2i ONTO ,4 TOP CHORD 2-3=-732/0,3-4=-732/0,4-5=-732/0 1�+� BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 007 c$ J1SX7r W , tely' EBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 C.) G `k IPf Ne NOTES ' �' s- 1)Unbalanced floor live loads have been considered for this design. ta 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. 47 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131”X 3")nails. Strongbacks to 4 ¢$639 4'4 be attached to walls at their outer ends or restrained by other means. Q1{'�, 'S IEg -vx 441 LOAD CASE(S) Standard IONAL k vo PROre s ck.. 4ca tyC'INF�9 s/.-p 870 2PE 7 -c>.OREGO ti 4' C� "1 ER A� Q A. HER EXPIRES:06/30/2015 April 22,2014 4 t ®BIASNIMS-Verity design parameters and READ KITS C#/THIS AND INCLUDED NITER REFERENCE DAD HU 7 473 ms Val 2010 DRE USE Design valid for use only with MTek connectors.This design B 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 S the responsibillity of the - •- 4.T ,� -.: .,. Ix XBB _ .. erector.--Additionol-permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DS8-89 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 Fire(W)lumber is specified,the design values are tlsoseeffective 06/019013 by MSC Job Truss Truss Type Qty Ply 58 R41832530 PL14-90UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:39.29 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-NgyL12j2fHmFYgbgv5phStLFYuG7KsvTsf96gCzOQTS I 2-6-0 1 0-5-6 I I 1-2-0 I I 1-7-2 I Scale:1"=1' 11.5x3 I I 2 3x4= 31.5x3 II 4 3x4= 51.5x3 II J e e O 4 ee e 1.5x3 II 9 8 7 6 :2(:):i 3x4= 3x4= 3x4= I 3-0-14 3-2- 3-9-8 1 4-4-6 1 6-28 I 3-0-14 1 0-7-0 0-7-0 1-10-2 Plate Offsets(X.Y): 14:0-1-8,Edael,18:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl L/d 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 Ina YES WB 0.12 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:29 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 9=267/0-2-8 (min.0-1-8),6=267/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y1ONIO 44, TOP CHORD 2-3=-362/0,3-4=-362/0 BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 �Ocj �1 l AS 4 WEBS 2-9=-456/0,4-6=-424/0 tip S NOTES / ` O1, t:-- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. L 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. "d ' 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 tO kgs � be attached to walls at their outer ends or restrained by other means. ' , �')S LOAD CASE(S) Standard `10NAI G ��r<ktO PRQp 870 2PE r- cp ,cv y '0j, OREG Ntip4./ 0 BER AN �� EXPIRES:06/30/2015 April 22,2014 1 f ®WA.kf/77i3..Verify tlesiyn pacananturs and READ MIES0#MIS AND MIXED MIRK REFERENCE PAGE 517.7473ten.12512tr3d9£jf€E/ itgl. 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 �. c,, siortateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the ".• MITek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 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. Citrus Heights,CA,95610 if Sasrflterrt Ph-ref-SP)lumbar-it specified,the dirtier:values arethese effective 06,31/2013 by MSC Job Truss Truss Type Qty Ply 5B R41832531 PL14-90UP F10 Floor 6 1 Job Reference(ootionap Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:30 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1UYr0VI4WOjgOau6A AOSoKw_4uKNIS83Cjc4JufCezOQTR I 2-3-0 I 1 1-7-11 I I 1-2-0 I I 1-4-9 1 1-6-0 1 Scale=1:26.9 1.5x3 I I 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 • oe \ o e e N4414044 _ N e e ° e • e Al 1 rAtil 14 13 12 11 3x4= 3x6= 3x6= 1.5x3 II 3x4= 3x4= 12-3-11 11-1-11 11$-111 I 15-5-4 I 11-1-11 0-7-0 0-7-0 3-1-9 Plate Offsets(X,Y): 16:0-1-8,Ednel.111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.18 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.28 12-13 >663 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:70 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 15=673/0-4-4 (min.0-1-8),10=673/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yVONIO t,_ TOP CHORD 2-3=-2121/0,3-4=-2121/0,4-5=-2434/0,5-6=-2434/0,6-7=-1775/0,7-8=-1775/0 17yR BOT CHORD 1415=0/1291,13-14=0/2467,12-13=0/1775,11-12=0/1775,10-11=0/925 fli 01 wAS 4 WEBS 7-11=-417/0,2-15=-1416/0,2-14=0/910,4-14=-380/0,5-13=-274/0,6-13=0/820,8-10=1112/0,8-11=0/1049 �! ti� NOTES t w1)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. i7" 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to /11 , 49639 $i be attached to walls at their outer ends or restrained by other means. 01, �4.GiSTE�--. LOAD CASE(S) Standard SSIONALV14 6 �,i\t0 RROp ��` 4�G1NLc .19 /Ck. 870 2PE N /,.v ti y c' ../ tip O1 �C �'I'�8ER \N O S & I4Ec EXPIRES:06/30/2015 April 22,2014 ®kfAJsMZ.,s-yar.'tyrlesiga parameters ar1dRz"Aii M TES ON THIS AM 7tiauDED MtTE:f TSEF:FeEt,Yz PAGE Mff-7473 relc I,`Z9728I49L .4Elf3£ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component." Applicability of design parameters and proper incorporation of component e responsibility of building designer-not truss designer.Bracing shown a for lateral upportof individual web membersonly.Additional temporarybracing to insure stability during construction is the responsibillity ot}he Wei( ,..erectac Additional permanent bracing of the overall structure is the responsibilify of the building designee For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Cdteda,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 PineiSP)lumtaacis specified.the design values eec these a fectme 06/Oi/201.3 byAtSC Job Truss Truss Type Qty Ply 58 R41832532 PL14-90UP FIl Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:30 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1UY-rOWjWOjgQau6A AOSoKw 4uPzIbT3Hwc4JufCezOQTR 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 ee y .. o c N N e 0 03x4= 1 9 8 3x4-- 3x4 3x4= 3x4= I 3-1-2 31-10 3-9-10 1 4-4-10 4r6-p 8-8-8 I 3-1-2 0-1 0-7-0 0-7-0 0-1-8 4-2-6 Plate Offsets 0(Y): 18:0-1-8,EdgeL 19:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud 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 lncr 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. _l1ONIL3 1. _ TOP CHORD 2-3=-761/0,3-4=761/0,4-5=-761/0 p,P �7�4�a� BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 & ©) V1 .Sj�. `Y WEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 {J Ay ri . .�. a re, *�' 'd NOTES r? 4 c?I 1)Unbalanced floor live loads have been considered for this design. f 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. Strongbacks to ''d 49639 Ay be attached to walls at their outer ends or restrained by other means. Qfi 'QIB'TO-' LOAD CASE(S) Standard s-4ONAI C, 4\t50 PROs ,N �c GINEFR �0�NJ � 87022PE t' CREGZ ' O1© 'I$ER P� S A. I4 EXPIRES:06/30/2015 April 22,2014 • _ t ®6M81773-yeritydesign paramefsrsand READ ROTSONTHIS AM MUM MITEK FEFEREM :AGE MIT7473ma,1/19110:7B OftEUSE Design valid for use only with MiTek connectors.Thk 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 "B1 '`4 is for lateral support of individual web members only.Additional temporary bracing to insure.sfdbility'during:construction is the responsibillity of the M)ApK 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/TPIt Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern thne(S r)lumber it eseritied,ttardasig rvalues are there effective OG/011/261.3 IsyALSC Job Truss Truss Type Qty Ply 5B R41832533 PL14-90UP F12 Floor 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:31 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1 UY-JD46jkklBuOzn7IDOWr9XIQW2ipMofRrnJzeDk4zOQTQ I 2-6-0 I I 2-3-5 I I 1-2-0 I I 2-4-11 I Scale=1:28.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 e o I o N 8 � 19 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 I 10-0-510-}113 11-3-1311 16-5-8 I 10-0-5 0)1-8 0.7-0 5-0.3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edgel,111:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Ina 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 purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01ONi°lit 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 +�� �lS)j y� 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 CJ ' 5? ` . n, ( CjNOTES + 6,, .. O1 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. -\r 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 Ali 49639 be attached to walls at their outer ends or restrained by other means. (7' I {r LOAD CASE(S) Standard 41ONAIJ tiREO PROFS 4 87022PE t' / • v tv vy �mac�, ©REGO q, Z?� � it rs 4 A. He?, EXPIRES:06/30/2015 April 22,2014 t ®WA!WIN:i-yer.'f'design parameters and READ PCTES ON MS AND INCLUDED MIR'REFERENcE LAGE mu 7473 rec 1/151X14BEEM£L{SE Design valid for use only with MTek connectors.Thu 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 constructonis-the responsibillity of the !Oriel('A�T��^ erector.Additional permanent bracing of the overall stricture is the responsibility of the building designer.For general guidance regarding 191 1 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/1711 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inlormaiton available from Truss Pate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine ISP)lumber is specified,the eleuige values eon these effective OG/O11201.3 by MSC Job Truss Truss Type Qty Ply 58 R41832534 PL14-90UP F13 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:32 2014 Page 1 ID:j7axn4OsHnThIyaUAczw0szX1 UY-nPeUx4lxyC8gPHKPaDNO3Vzcx55RX5zvYcNmHWzOQTP I 2-3-0 I I 1-411 11 1-2-0 11 1-2-5 1 2-6-0 I Scale:3/8"=1' 1.5x3 II 3x6= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 4x5 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 MMIIIIMPIIIII .11•11=111111,11. 1.,1140•M CV _._,.. _...... .,,,,,,.....agaiiiiiiiHil,111• iiii...... 12p111111111111111,-. ..44\Y/ \► I'l II NI V. 1 15 14 13 12 a 3x4= 3x8= 3x5= 3x4= 4x4= 3x4= 14-3-11 I 13-1-11 13-8-111 I 1B-3-0 I 13-1-11 0-7-0 0-7-0 3-11-5 Plate Offsets(X,Y): /12:0-1-8,Edoel.113:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.33 13-14 >651 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.53 13-14 >412 360 BCLL 0.0 Rep Stress Ina YES WB 0.61 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight 81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 16=797/0-4-4 (min.0-1-8),11=797/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .1ONIO Z,_ TOP CHORD 2-3=-2664/0,3-4=-2664/0,4-5=-3503/0,5-6=-3503/0,6-7=-2556/0,7-8=-2556/0,8-9=-2556/0 'Z BOT CHORD 15-16=0/1564,14-15=0/3297,13-14=0/3200,12-13=0/2556,11-12=0/1731 WAS././aC7 �+ WAh� i . WEBS 7-13=0/349,8-12=534/0,2-16=-1715/0,2-15=0/1206,4-15=-695/0,6-14=-7/395,9-11=-1869/0,9-12=0/1118, YC 6-13=-853/0 I AZT 16,Ir . ,a 't 6,4 NOTES '54N 1)Unbalanced floor live loads have been considered for this design. I \ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. ?r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "d -s' 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 (� � GI3TE3- , be attached to walls at their outer ends or restrained by other means. s.TLOAD CASE(S) Standard �'SIONALt G �(c. PROP x4e1NE.k. <0 `t 87022PE v- y -0T OREGO ti� k 9b AMBws, ER �'' ,�aa ` ,q Hen' EXPIRES:06/30/2015 April 22,2014 t ®WARNIM3.Ve er defign paramien and READ hOTES ON THIS ANC MEWLED N1TEK REFERENCE PAGE Hir 7473 rbk 4/.29/20.143EMEriSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown t, is for lateral support of individual web members only.Additional temporary-bracing tainsure^ulditobilitg-.during-construction s the respansibillity of the MiTek*erector.Additional permanent bracing of the overall structure is the responsibility of the bong designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 If SouthernPine(SP)tsrmbarls specified,the.deutg s vatuas are arose attractive O4,/O1/2013 by AISC Job Truss Truss Type Qty Ply 5B R41832535 PL14-90UP F14 Floor 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:33 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-FbBs8Qm4VHh1 Rub8xudcjWsmVXEGcZ3nG7JpzzOQTO 1 2-0-0 1 1 1-10-1 1 1 1-2-0 1 1 2-5-3 1 Scale=1:21.0 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 3x4= 7 i ,.. e • b 0 N • e o 1?V 11 10 9 3x4= 3x5= 3x4= 1.5x3 II 3x4= 8-2-9 1 8-9-9 19-4-9 1 12-0-12 1 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): 16:0-1-8,Edpe1,110:0-1-8,Edpel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/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 (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. O'tONIO 14* 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 Qf 0'1 41AS1ts, WEBS 2-12=-994/0,2-11=0/571,410=443/3,6-8=-1277/0 C.f `�►0, ,NOTE6,, O 1)Unbalanced floor live loads have been considered for this design. II* 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. ar 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks toiP t4. 49639 A be attached to walls at their outer ends or restrained by other means. Ofi'�4+IS 44 LOAD CASE(S) Standard 'SIONALG �c,O PROFFss mac; 4 I NE,R /0 y 0^aj, OREGO (.1, „t/ EXPIRES:06/30/2015 April 22,2014 A s [ ®N'Rsste+Z�-L'er.'f dcaiga pararncfars and READ4�ff5 ON THIS Zmumt�#:7€KRE€.P€€h'e€PAGE HU 7473 resp 1,1 29/2014 8EM£d/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 responsibility 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 constriction is the responsibillity of the +_- - - - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTele fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Mil Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 SafIfSoouthe Pinee(Sp)lumber'is spes�edl thelde} values oreethose edforictnve o&fO1f i3 byASDL 22314. Carus Heights,CA,95610 Job Truss Truss Type Qty Ply 5B R41832536 PL14-90UP FG1 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:39:34 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY4colEMInBUpPYebTohePs8N26nvzq?7vC?wstLPzOQTN 1-4-12 I 1-4-0 I 1 1.5x3 11 2 3x4= 3 1.5x3 II Scale=1:8.7 L .: .N ' RI V., f•" 5 4 3x4= 3x4= I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 Ina NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.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. 44. WEBS 2-4=-309/0,2-5=-304/O ONIO NOTES 007 01 WASD y, 1)Refer to girder(s)for truss to truss connections. {9 4 • G `Y 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 141 AT . ' 3)Recommend 2x6 strongbacks,on edge,spared at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to L c R"" 1. v 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. 4 The design/selection of such connection device(s)is the responsibility of others. ~rrY 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 049639 0 4 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.0041SNl�3 v Uniform Loads(plf) Vert:4-5=-10,1-3=-100 Concentrated Loads(Ib) 'w 87022PE pr cv N .g.Y -5, OREGO tis O �0 �' BER 1� s A. Her, EXPIRES:06/30/2015 April 22,2014 ®BARN1.'F-fieritydello parame€l>.rsandREAD hOTESONTHIS M MIXED HIM(REFEREM7PAGE IMI 7473wx1,/28/2/13 t/£ Design valid for use only with Mirek connectors.This design is based ony 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 tenipororybrocing-to insure stability during construction is the responsibillify of the �T@ * _ erector.Additional permk anent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding R fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/Tall 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. Citrus Heights,CA,95810 tfseuxlnefn Penet/P)tsanber k maims igami,the design s � effective 08/0212011 by.M&C Job Truss Truss Type Qty Ply 58 R41832537 PL14-90UP 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 15:39:33 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-FbBs8QmZjVHh1 Rub8xudcjWuGVbcGeL3nG7JpzzOQTO I 1-6-0 I 1-5-10 1 1 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 8 te e e 0 0 N e e • e e3x4= 1 9 B - / 3x4= LX, 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 4-1-14 Plate Offsets(XX): f8:0-1-8,Edde).19:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl 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 Incr NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=497/0-2-12 (min.0-1-8),7=412/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. tONIG TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 + a BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 CC? OV W'AS � 't WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 C! G' > NOTES i , d G"�� O1, 1)Unbalanced floor live loads have been considered for this design. f , 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. t 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. &'r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 1"6P 49639 /44` be attached to walls at their outer ends or restrained by other means. 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. 94, LS) � The design/selection of such connection device(s)is the responsibility of others. 4SIITAI .0 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 , c,\ PRQp . Uniform Loads(plf) 4\'' 6161Vert:7-10=-8,1-6=-80 • 4 CINE F.- 42 Concentrated Loads(Ib) Vert:11=-169(B) 4t 870 2PE r" y ' OREG N c � 'A0 BER .‘'` ‘a' A. H�R�P EXPIRES:06/30/2015 April 22,2014 44 Aimams.V&fydeign parametmrsand READ f IES CNTHIS AND INCLUDED NITER REFERENCE PAGE MIT 1413;et 1//19/20148IFOIf 113E _ . Design valid for use only with MTek connectors.This design S 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 shownit - . is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the - - MIT ele erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Forgeneral guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPll 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 li5authem Pine(SSP)1sanlaer is specified,ftedcs"tgo vsueffective art those• 06/01/201.3 IsyAtSC Symbols Numbering System AlGeneral Safety Notes PLATE LOCATION AND ORIENTATION 34; Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Propertyl Injury /a I I (Drawings not to scale) Damage or Personan u offsets are indicated. g 1 ry Ira= Dimensions are in ft-in-sixteenths. 114014,, 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 BCSI. 2. Truss bracing must be designed by an engineer.For 0•"1/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I o bracing should be considered. (cr:LILIIIII„igi rz r • 3. Never exceed the design loading shown and never astack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-13 C6-7 c_• designer,erection supervisor,property owner and plates 0 'na from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1 352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR 2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: In all respects,equal to or better than that " Indicated by symbol shown and/or SYP represents values as published specified. bytext in the bracingsection of the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. No•-••• 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint ® ( number where bearings occur. 17.Install and load vertically unless indicated otherwise. ` Min size shown is for crushing only. MI 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 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: Design Standard for Bracing. ss is not sufficient. BCSI: Building Component Safety Information, e k 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013