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Plans (6) APRout L. Z016 Fv1iTeI � o m. OF MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-90UP Fax916/676-1909 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ,R PROP s� cp 0AGlNE, © ' 82P 0 , � N Aj; OREGON e © FI S A• Heck‘ 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 ANSI/TPI 1. 111111.MN mit MiTek° 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 ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. ytONIo 0%Dov WAS G'+ 4.71 X9639 ° Grsz ' ' 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 5B R41832522 PL14-90UP F01 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:3921 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszXIUYcHTKdJclYpmObb IRPgo7BOohgO7S71HOPDhOfzOQTa I 2-6-0 I 1 2-2-9 I I 1-2-0 1 1 2-4-11 I Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 e a / - a _\ a o _ e 0 e N 13 12 11 10 i 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-1 11-4-9 I 9-11-9 108V-r; 111-3-1 I 1 16-4-12 I 9-11-9 5--8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): (10:0-1-8,Edge1,111:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 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 IBC20121TP12007 (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. lzklONIO 14. 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 c,&7 t ,,AS4 WEBS 6-10=-316/0,2-13=-1640/0,2-12=0/1018,4-12=-370/0,4-11=-460/161,7-9=-1636/0,7-10=0/1105 CJ re: -c1" 31,6 NOTES / <-- Off } co 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/TPI 1. T 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 'day 4g49639t � be attached to walls at their outer ends or restrained by other means. e' 3 GIST LOAD CASE(S) Standard 4S NAL' p PR OF .cRFss laGIN�€ ,4C is1,4 �' 87022PE > -7 -5,GREGO cp QAy 0ccMaER A' . EXPIRES:06/30/2015 April 22,2014 t r A 6PMNIM"a-Verify design pasame era and READ MEG OV THIS AM T t21/OEA WPC REFEREM S PAGE HIS 7473 sec 2/23/ZSI41WOREUAS£ Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. 11111 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 i the responsibillity of the _ 'A��e * erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,Y, 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,95810 if5auslereP SPIlumbav �;e€.tr svaluesare.tmose - ogissiaata.sbyALSO Job Truss Truss Type Qty Ply 5B R41832523 PL14-90UP F02 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:3922 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-4U1 igfdfJ7uFCIZU_7B2fOY183g0BcGRF3yEw5zOQTZ 1 1-6-0 1 1-3-4 1 01. 8-3 1 2-3-0 II 1-2-0 i i 1-0-5 i 2-6-0 Scale=1:27.7 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 34 — 4 5 6 7 8 9 10 N \ \! N e a e ee _ e �/ M 17 Pt411 15 14 13 12 11 3x4= 3x6= 4x5= 3x5= 1.5x3 I I 3x4= 3x4= I 30.4 I 15-10-12 I 3-0-4 12-10-8 Plate Offsets(XX): (7:0-1-8,Edgel.112:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 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 (lb/size) 16=1266/0-5-8 (min.0-1-8),17=-335/Mechanical,11=456/Mechanical Max Uplift 17=-426(LC 4) Max Gray 16=1266(LC 1),17=4(LC 3),11=457(LC 4) y'tONJO , FORCES (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. & 01 WASIn, `f' TOP CHORD 2-3=0/1294,3-4=0/750,4-5=0/750,5-6-1002/0,6-7=-1002/0,7-8=-1099/0, t9 i) ��1'0 8-9=-1099/0 it rx 'd TA BOT CHORD 16-17=-664/0,15-16=-1294/0,1415=0/331,13-14=0/1099,12-13=0/1099,11-12=0/890 rj ` ` �7- t 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, . N 9-12=0/379,3-15=0/856 lb" NOTES et) 49639 4, 1)Unbalanced floor live loads have been considered for this design. °Ai., 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. AkS�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. €A1,. [}, PR 0F4.. LOAD CASE(S) Standard ,,,,s,_ ,14,G. �l€k-�j sf{)-51 870. 2PE al y 4),.OREGO 25 4S & H 4 P EXPIRES:06/30/2015 April 22,2014 ®WARNIM3-Weal design paramxsrsaedREAD MIS ONlTHIS AMMOO MINK REFERENCE PAGE Mit 7473rem1/29/2018BEFO'tE!/SE iml Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown -- -: is for lateral supportof 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 MiTele fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,055-89 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 1f Southern Pine 4517,1 furnish"in specified,the design usrdues are nurse eNective 06/81/1013 by MSC Job Truss Truss Type Qty Ply 513 R41832524 PL14-90UP F03 Floor 3 1 . Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:39:23 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-Ygb42?eH4R06gv8gYgiHCc57kT4EwOFaTjinSYzOQTY I 2-6-0 1 I 2-5-1 II 1-2-0 ii 2-4-11 I Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 8 7 8 o / i� - _ e - _ e o N lai 41 e ee 1,� 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 1013/9 111-5-9 1 1 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): I10:0-1-8,Edge1,f11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 11ONIO TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 0&7 01 W 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 G 4 `/ �, 1PA, „� t)NOTES i+ O 031)Unbalanced floor live loads have been considered for this design. N 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. / 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. +.1) AGiZ2Q tel;` TA 4aLOAD CASE(S) Standard ��',(i ••bis OY �S1ONAL ��pt0 PROP ��,� ss � *,,„ w F,y 4.��9 870 2PE r- (t) N >cv . S GREG N ti��ti �0 4fSER \\ 'i'''�' `S' A. H' EXPIRES:06/30/2015 April 22,2014 A WA'aRN1.a-Vet deuzia parannee=rs as d READ MESON CN THISAN&mum HI7EKREFERENCE PAGE HIF 7473 cep.1/I8/28I4flEt/SE 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 'r - 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 �ding designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualtly Cdfeda,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 IS sineOP)tumtsrisspecified,D,edesgr e-1 arethess effective 06/02/2013 ay/DSC Job Truss Truss Type Qty Ply 5B R41832525 PL14-90UP F04 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 15:39:24 2014 Page I ID:j7axn4OsHnThiyaUAczwOszX1 UY-0s9SFLfvrk8yS3it6YDVNpeEXtNnfT6kiNRL?_zOOTX 2-3-0 I 1 1-411 11 1-2-0 I I 1-0-9 I 2-8-0 I Scale=1:31.6 1.5x3 I I 3x6= 1.5x3 II 3x4= 1.5x3 H 3x4= 1.5x3 II 1.5x3 I I 4x5= 1.5x3 I I 1 2 3 4 5 6 7 B 9 10 o u o N . e ° e° ro 1 15 14 13 12 11 3x4= 3x8= 3x5= 3x4= 4x4= 3x4 = 14311 1 13-1-11 133111 1 19-1-4 1 13-1-11 0-7-0 0-7-0 3-9-9 Plate Offsets(X,Y): 112:0-1-8,Edael,113:0-1-8.Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) I/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/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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=79110-4-4 (min.0-1-8),11=791/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. , yzONIO 4 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 BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721 & Oi WA$./# WEBS 7-13=0/354,8-12=-569/0,2-16=-1700/0,2-15=0/1191,4-15=-679/0,6-14=0/405,9-11=-1858/0,9-12=0/1092, Ci Avi '4 6-13=-860/0 ., Q 'd NOTES f tA 1)Unbalanced floor live loads have been considered for this design. 7 2)Refer to girder(s)for truss to truss connections. : r 7 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 16 49639 4: 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 0, •4'Qrsive be attached to walls at their outer ends or restrained by other means. 4' SIGNAL . LOAD CASE(S) Standard ��p,.4 PRQFe ,�`� ,�C IN��'7 It 4w 87022FE <` u) 1" 7 SAT GREG N tiQ O ��'d�'4$ER �' v. < - A. He EXPIRES:06/30/2015 April 22,2014 1 _ 1 ®1+fAfil/5 3.Verity det_(7nparametarsand R&t.ID:CT£SOHTH.UA1 INCLUCEI1MIT£KREFERENCE PAGE Mu7413rat 1/ E 28/2O1411E d15£ Design valid for use only with MTek connectors.This design k based only upon parameters shown,and k for an individual building component. MI Applicability of design parameters and proper incorporation of component b responsibility of building designer-not truss designer.Bracing shown , .:isforlgteral support of individual web members only.Additional temporary bracing to insure stability during construction b 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 Cdleda,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 Sauniterr Pirsef0vllanrtiser;sspecifed,theeddnugnsratulLarettsa active06/01/2013byALSC Job Truss Truss Type Qty Ply 58 R41832526 PL14-90UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3926 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-zFGDgOgAMMOghMsFDzG_gEjdrh4P7Ju1AhwS3tzoQTV 11-3-0 I 1 1-1-1 11 1-2-0 II 2-4-15 I 2-6-0 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 N I/ \`e / N e, Ne, N e, ` a / • n e IIO e e e t.• 25 24 23 22 21 20 19 18 j 3x4= 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6 = 355= 3x5 WB= 15-7-9 I 14-5-9 15-0-9II I 20-9-8 I 14-5-9 y-7-0 47-0 5-1-15 Plate Offsets(X,Y): 112:0-1-8,Edge1,118:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress!nor YES WE 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 2400E 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. oV ;O 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, CPO'� �' 13-14=-3519/0,14-15=-3519/0 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, V ArY CIid, 0 -6 19-20=0/3519,18-19=0/3519,17-18=0/1990 4 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, C3 6-24=-618/0,6-22=0/446,15-17=-2149/0,15-18=0/1659,10-20=272/35,11-20=-327/0, 4` 12-20=0/1057 r NOTES 49639 1)Unbalanced floor live loads have been considered for this design. O4' ¢�l8 2)All plates are 1.5x3 MT20 unless otherwise indicated. t�+�0 � 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. E 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. O PR OFe�&LOAD CASE(S) Standard CANE "./1N, � G942,� 870 2PE ter- t,!.xfa , n, 1.4 g. 7 `'A� ORE:G.N c 3 14J•V �C0 418ER 1��A�0, A. HER EXPIRES:0 613 0/2 0 1 5 April 22,2014 a it ®mem-Verify design paraxesirs sod flEAS IO TES ON THIS AND IM2IEIED#:7EK REFEREBCE PAGE NH-1473 me 1/25/2014!WARM 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 6 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 responsibiMiTek"of the a�B T �` - - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ql{,• fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/TPI1 Qualify Crieda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Informafon available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,06,4411/2211 by A31 VA 22314. Citrus Heights,CA,95610 #1Sautllern Pine(SBB)saurbax is specified,the.design values nee theta. eswe Job Truss Truss Type Qty Ply 5B 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 15:39:26 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-zFGDgOgAMMOghMsFDzG_gEjkKhEo7WE1AhwS3tzOQTV I 1-4-0 I 2-6-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 111 111 w itII I Illil. 1.1.1.1.11- q 0 N NM =FA 5 -/rl 4 3x4= 3x4= o-a1-81 4-1-0 1-8 3-11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 """ 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=174/Mechanical,5=174/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 40NLO NOTES t N. 1)Refer to girder(s)for truss to truss connections. Q5 01 W.AS1�,� Yy� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. C! �w0 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. g IP "A r'O 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 ' N be attached to walls at their outer ends or restrained by other means. f ; 4 LOAD CASE(S) Standard 's id IV 11 iii 49634 4/ GFs7d. ' <<:(` PRO,rFSk9 _\o * -GINF9 '/c,' 87022P; 7 OR GOON (),0 o4t! 'Ss i18ER 4u ?- A Her' EXPIRES:06/30/2015 April 22,2014 i 1 A to 4RNIs€a..V c//tg esigra pasameers and READ WIES Cf/MS AND IMC3ir'OED KIRK REFERENCE PACE mu 7473 tea i;29/2614 BER3 tlSD —_ Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a.the-responsibillity of the e J)I]�� erector.Additional permanent bracing of the overall structure is the responsibility of the building-designer.For general guidance regarding le fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Gi ted°,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely IfSesefnern P_nkWIlumber available scre °sp ccrfedP, values xee Sham the 06/01/201.3 g1f 3by 22314. Citrus Heights,CA,95610 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 15:39:28 2014 Pagel ID:j7axn4OsHnThIyaUAczwOszX1 UY-veOz5iiQuzeOwg0eLOlSvfozjUmsbGBJd?PY81zOQTT I 1-7-12 I I 1-8-15 1 1 1-2-0 I I 1-4-9 I 1-6-0 1 Scale=1:30.1 3x6= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x5= 1.5x3 II 1 2 3x8= 3 4 5 6 7 8 9 10 11 e N ` O e / a / O N • 19 E 17 16 15 14 13 92 3x4 I I 3x6= 3x8= 3x5= 3x5= 1.5x3 II 3x4= 3x4= 1 1-10-12 2-914 17-5-4 I 1-10-12 0-14! 15-5-0 Plate Offsets(X,Y): 12:0-3-0,Edoel,(8:0-1-8,Edoel,113:0-1-8,Edoel.119:Edae,0-1-81 LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) I/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 lncr NO WB 0.67 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yzoNiO TOP CHORD 1-2=0/670,2-3=-950/312,3-4=-950/312,4-5=-2192/0,5-6=-2192/0,6-7=-2379/0, 007 V WAS 7-8=2379/0,8-9=-1741/0,9-10=-1741/0 BOT CHORD 17-18=-670/0,16-17=-32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741, ' �- t 12-13=0/909to 1, tri 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 4 NOTES ' 'r 49539 1)Unbalanced floor live loads have been considered for this design. � rQ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. STV .4P 3)This truss is designed in accordance with the-2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4isONA.aG 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. cD P R Op Ss The design/selection of such connection device(s)is the responsibility of others. F 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `Co, GINE,9 /© LOAD CASE(S) Standard �� $7 E ""7 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) N Vert 1=-304(F) 5.p �A� �OREGO 1O© s-8ER 1N s*- 94. Her EXPIRES:06/30/2015 April 22,2014 L 4 ®WANW .Verity des4n parameters mmt REA D ICTES0NTHIS Ale Thai/SED MZF.KREFERENCEPAGEMEl-7473me.tr/29/2614BEC8E'USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1111 is for lateral support of individual web members only.-Additional temporary bracing to insurestability during construction is the responsibillity of the - erector.Additional permanent bracing of the overall structure is the responsibility of the bindBXi binding designer.For general guidance regarding )Tek° fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bonding 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 Sauthe€es Fine(zp).iumtaoa is spaeiflted,the designs values ace them e#astive O00012013 by MSC • Job Truss Truss Type Qty Ply 513 R41832529 PL14-90UP F08 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 ID:j7axn4OsHnThyaUAczwOszX1 UY-veOz5iiQuzeOwgOeLOlSvfo4nUv9bNVJd?PY81zOQTT I 2-6-0 1 0-5-10 1 1 1-2-0 I I 1-4-14 I Scale:3/4"=1' 1.5x3 II 1.5x3 I I 1.5x3 I I 1.5x3 II 1 23x4= 3 4 53x4= 6 0 N e e 9 e Se3x4= 1 0�( 3x4= 3x4= 3x4= I 3-1-2 3-3f-10 3-9-10 1 4-4-10 416p 8-6-8 I 3-1-2 0-1-8 0-7-0 0-7-0 0-1-8 4-0-6 Plate Offsets(X,Y): r8:0-1-8,Edoel.19:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft 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 IBC20121TP12007 (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. y'tONIO 44, TOP CHORD 2-3=-732/0,3-4=-732/0,4-5=-732/0 BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 (}� y� WEBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 G h' _4 I 7,6 ir. f:,k . C3 NOTES , ta � 1)Unbalanced floor live loads have been considered for this design. / 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 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 49639 4'Q`r be attached to walls at their outer ends or restrained by other means. CIO *QIsTE -' LOAD CASE(S) Standard s,A*1. 0 wN, k ,ti, f62, 870 2PE cv - - OREGO rim Q1/ 0 F�$ER 1'\ N. & H04, EXPIRES:06/30/2015 April 22,2014 4 l ®WAANTMS-Writ y design rararaeasts and READ 140TES ON THIS AND MaLTED MEI(REFERENT PAGE Nil.7473 ref.1/29/2014 BEMUSE 0..... Design valid for use only with MiTek 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 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/'P11 Qualify Criteria,DSB-89 and BCSI 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 ifSe rTtnerss Pince MI lumber.is spedifiaid,the dasigri xi:dual are those e4festi re O4-491/7.O1.3 byAtSC Job Truss Truss Type Qty Ply 5B R41832530 PLI4-90UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 M7ek Industries,Inc.Mon Apr 21 15:3929 2014 Paget ID:j7axn4OsHnThlyaUAczwOszX1 UY-NgyLI2j2fHmFYgbgv5phStLFYuG7KsvTsf96gCzOQTS I 2-6-0 I 0-5-6 I I 1-2-0 I I 1-7-2 1 Scale:1"=1' 11.5x3 II 2 3x4= 31.5x3 11 4 3x4= 51.5x3 II ----\ -... "1). _ N N e e 1.5x3 II 9 8 7 6 3x4= 3x4= 3x4= I 3-0-142 3-9-6 1 4-4-6 1 6-2-8 1 3-0-14 D-1-8 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): 14:0-1-8,Edgel,f8:0-1-8,Edgel 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 Incr 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. 0iONio TOP CHORD 2-3=-362/0,3-4=-362/0 BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 & V 1 ASr, 4 WEBS 2-9=-456/0,4-6=-424/0 `�Y NOTES g" k`�. �st VI 1)Unbalanced floor live loads have been considered for this design. f3 2)Refer to girder(s)for truss to truss connections. 4 f 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. r 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 3-10c1(0.131"X 3")nails. Strongbacks to (� � 4�6 ._ be attached to walls at their outer ends or restrained by other means. ' 'SISTER LOAD CASE(S) Standard AS: 40NAL D PRDf� s� � sdC / cit .? c 870 2PE 71' 4> GREG N cp Q<</ 0 'OBwstER N. EXPIRES:06/30/2015 April 22,2014 a I A WARNTMS-Verity design pram ers cod READ NNES ON MIS MS INC USED MIEN REFERENCE PAGE N1I 7473 is 1/29/2014 OFONEUSE .�' Design valid for use onwith 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 a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibillity of the �'r Bi erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Tek fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quaey Criteria,DSB•89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety inlorma8on available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Cams Heights,CA,95610 if Southern Pine(SP)lumber is specifsed,thededger values are those effective O063/SoT.3 byAtSC Job Truss Truss Type Qty Ply 56 R41832531 PL14-9OUP F10 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 15:39:30 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1UY-r01AIWOjgQau6A AOSoKw 4uKNIS83Cjc4JufCezOQTR I 2-3-0 I 1 1-7-11 I I 1-2-0 1 1 1-4-9 1 1-6-0 1 Scale=1:26.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 o r N ,7' e e�e�, a o e e 1 14 13 12 11 i 3x4= 3x6= 3x6= 1.5x3 ll 3x4= 3x4= 12-3-11 I 11-1-11 1114-111 1 15-5-4 I 11-1-11 - 0-7-0 5-7-0 3-1-9 Plate Offsets(X,Y): I6:0-1-8,Edael.f11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 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!nor YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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. VONIO 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 BOT CHORD 14-15=0/1291,13-14=0/2467,12-13=0/1775,11-12=0/1775,10-11=0/925 10C, 0 . 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 G T ko ,, NOTES " �., 1)Unbalanced floor live loads have been considered for this design. / N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. b 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 rd 49639 c be attached to walls at their outer ends or restrained by other means. c 4 GIST LOAD CASE(S) Standard sS101STAL v� 4‘�4c,O PROk' <c,`p ANGINE-F9 4,,, 870 2PE y�O OREGO cv .Qlti C'© '18ER k\ P�' S A. HERa EXPIRES:06/30/2015 April 22,2014 1 _ 1 A SMS-VeritydestyaparaaxersaodREAtrtCIESONTHISASSLWIIISEDHf1ESREFEPEli840EN/17473mc1f2S//0L4OMR:FUSE » Design valid for use only with Mirak 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.Addltionalfemporary.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/TPII Quaiiiy 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 se soumern-rake(spl lwalfei is n reed,the 61441Sw¥ues are t5cne easrc#rse Ofvf61P.013 by MSC Job Truss Truss Type Qty Ply 56 R41832532 PL14-90UP F11 Floor 2 1 Job Reference(ootional) 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:j7axn40sHnThIyaUAczwOsz)OUY-OWWOjgQau6A_AOSoKw 4uPzIbT3Hwc4JufCezOQTR 2-6-0 10-5-10 1 1 1-2-0 I I 1-6-14 I Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 4 5 6 _.\i N e e e c, 1 9 8 3x4= A. 3x4= 3x4= 3x4= I 3-1-2 31-10 3-9-10 1 4-4-10 4/8-p 8-8-8 I 3-1-2 0-1-8 0-7-0 0-7-0 0-11-8 4-2-6 Plate Offsets(X,Y): 18:0-1-8,Edgel,(9:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 020 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/TPI2007 (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. ,3 IOTOP CHORD 2-3=761/0,3-4=-761/0,4-5=-761/0 BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 Q w yWEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 I an yNOTES 1)Unbalanced floor live loads have been considered for this design. N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. R. 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 �, � be attached to walls at their outer ends or restrained b other means. y Qom,� 49639.01ST LOAD CASE(S) Standard SNLAG c` VNC�'�NFFR /0 1:c' 87022PE fir" y 'j, OREGO tis <v �� 'I'�BeR, 1� �� � A. HE EXPIRES:06/30/2015 April 22,2014 t 1 AWARN1MS-Verity desirnpamatetersand READ IMES CR no AM DELUDER WEEK REFERENCE ME M7f7473mt.1/25/2014Dt?s1?PEk15E Design valid for use only with Mitek 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 111 is for lcltetal support ofindsidoalweb 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 I e. fabrication,quality control,storage,delivery,erection and bracing,consult ANSITIPI1 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 rrherathere Pine )Ares is specified,thedesign velum erethese i.. 06/01/2013 by ALSG • Job Truss Truss Type Qty Ply 513 R41832533 PL14-90UP F12 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 15:39:31 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOs2X1 UY-JD46jkklBUOzn7ID0Wr9XIQW2ipMofRmJzeDk4zOQTQ I 2-6-0 I I 2-35 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 I I 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 hi, ••••1.4._eiliwippli11181.-- — e0 Irj. e e i19 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 I 10-0-5 10-1113 11-3-131 1 16-5-8 I 10-0-5 5--8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X.Y): 110:0-1-8,Edoel,111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,TONIO t,_ 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 CP O6 WAS WEBS 6-10=-319/0,2-13=-1648/0,2-12=0/1025,412=-379/0,4-11=-466/163,7-9=-1643/0,7-10=0/1116 C,1 A `{�t NOTES o 't Cl 1)Unbalanced floor live loads have been considered for this design. j 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 4'r` 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. T 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 1j 49639 $44' be attached to walls at their outer ends or restrained by other means. O� 'GIS TSW 4t, LOAD CASE(S) Standard ��St -al NAL ,R, p PRQpk. .c,4; 0NG1NFF9 %%9 87022PE r/ 1 c P �A�OREGO ti':)AC/ C' $'SER �..' + A. Hec" EXPIRES:06/30/2015 April 22,2014 4 _ . f ®tf45//1/r sss Venlydesign ramxers sod READ AWES ON WS AND mama H ER REFERENCE d 14117473 sec 1,11512014D DE Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not toss designer.Bracing shown is for lateral support of individual web members only.r Additional temporary bracing to insure stability during construction is the responsibillity of the s�'1^ p�* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYI!Tele fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and ICSI 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 5auttarn gime t'%Pl lumbar is spaded,thedesign values arctlasa a#€acave OG/011201.3 byrALSC Job Truss Truss Type Qty Ply 5B R41832534 PL14-90UP F13 Floor 6 1 Job Reference(optional) Pacific Lumber S Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:32 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-nPeUx4IxyC8gPHKPaDNO3Vzcx55RX5zvYcNmHWzOQTP I - 2-30 I 1 7-4-11 II 1-2-0 II 1-2-5 1 2-6-0 I Scale:3/8"=1' 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 4x5 = 1.5x3 I I 1 2 3 4 5 8 9 10 04 % N epX� :__i .i_1 __67 - e° 15— 15 14 13 12 3x4= 3x8 = 3x5= 3x4= 4x4= 3x4= 14-3-11 I 13-1-11 i3-8-111 1 18-3-0 I 13-1-11 0-7-0 0-7-0 3-11-5 Plate Offsets(XX): 112:0-1-8,Edoel,113:0-1-8,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 0.74 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 Inc- YES WB 0.61 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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. 410NIO 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 BOT CHORD 15-16=0/1564,14-15=0/3297,13-14=0/3200,12-13=0/2556,11-12=0/1731 Qct'/OV WAS..FTr, 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, {f 6-13=-853/0 f . kY ►fe, "' NOTES 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 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. di 4%39kr 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 be attached to walls at their outer ends or restrained by other means. SG LOAD CASE(S) Standard ON SI '.. -1-'0 PRQpF,9s tc,-Y �c GINE i097 't' 87022PE r" 011/446 -14 y �-5,OREGO ` fp G44/ 7 ©`SA" Nen EXPIRES:06/30/2015 April 22,2014 4 t ®imes6-Ver;fydesignpararswSsrsandREAPNOESONTHIS/eN0MII/;EDN:3EKREFERENCE PAGE Nil-7473 seal/20/2EP4DEWFLISE 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 shownMI -isfor4ateraLsuppart=of individual web members only.Additional temporary bracing to insure stability during constructions the responsibility of the ,•r.=x.g irrir .,_ erector.Additionalpermanentbracing of the overall structure is the responsibility of the building designer.For general guidance regarding - - WU IG fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IP11 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 it Southern Pint WIlorerber is specified,the Sesigirsretues are Those effe 06./03./124)1.5 byALSC • Job Truss Truss Type Qty Ply 5B R41832535 PL14-90UP F14 Floor 6 1 Job Reference(ootionall 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:j7axn40sHnThIyaUAczwOszX1 UY-FbBs8Qm4VHh1 Rub8xudcjWsmVXEGcZ3nG7JpzzOOTO I 2-0-0 I I 1-10-1 I I 1-2-0 I I 2-5-3 I Scale=1:21.0 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 3x4= 7 • 41441111410111%%_ 111111111111111011110044444404• e 0 N . 111.°111.1111111.11.1111.1111.1111.— 1111111111111111111111111111111114141111111111 o e e 'I: 11 10 9 r_tlIV�XY,] 3x4= 3x5= 3x4= 1.5x3 II 3x4= I 8-2-9 18-39 19-49 I 12-0-12 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): 16:0-1-8,Edgel.110:0-1-8.Edpel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft 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 lncr 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. 400 TOP CHORD 2-3=-1397/0,3-4=-1397/0,4-5=-1183/0,5-6=-1183/0 NjVii, BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 00701WAS WEBS 2-12=-994/0,2-11=0/571,4-10=443/3,6-8=-1277/0 C.i t 0 NOTES 9, t 1)Unbalanced floor live loads have been considered for this design. / N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 4 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:r 49639 4r be attached to walls at their outer ends or restrained by other means. Q' IST LOAD CASE(S) StandardS,--"S 'ttiv0 PROFtOS 8 S 2PE j tr 7 `'0)4REDO tisk/ A. Het, EXPIRES:06/30/2015 April 22,2014 1 4 AKA.FJ4D/.3-Verity design pararooefsand READ N2TES CVMIS AND MIXED HITEKREFERENCE ACE MU7473mt.1jig/2010BEl2El1iE Design valid for use only with Mitek connectors.Thu design B based only upon parameters shown,and is for an individual building component. le" , Applicability of design parameters and proper incorporation of component B responsibility of building designer-not truss designer.Bracing shown B for lateral support of individual web membets;ony.Additional temporarybracing 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 MiTek •-. ', fabrication,quality control storage,delivery,erection and bracing,consult ANSI/7811 Quality Oiled°,DS11-89 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 rf Southern rine(SP)4aanbcu is specified,the design wines are terse eifestisre 06/01/2018 by MBC Job Truss Truss Type Qty Ply 58 R41832536 PL14-90UP FG1 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:34 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-kolEMlnBUpPYebTohePsEl 26nvzq?7vC?wstLPzOQTN I 1-4-12 I 1-4-0 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 j L _ . . . N 2 > ,, .\ A 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 Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.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 01ONIO p NOTES 007 01 WASj~j`N 1)Refer to girder(s)for truss to truss connections. {J fp 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 �k j,_ f.�' be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down at 1-5-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). rOAOt2 'v LOAD CASE(S) Standard !�..,. "Q1S 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 S10 NALEG Uniform Loads(plf) Vert:4-5=-10,1-3=-100 Concentrated Loads(Ib) Vert:2=-188(F) ? D PRopse,s .. 4 87022PE r' 1. 7 Sj,OREGO 3 ,41 00 aeft S 'S A. H E EXPIRES:06/30/2015 April 22,2014 4 8 AWARN -Ver-Iydetigisparameters andREAD P 7ESONTHISAM MIMED MEI&REFERENPAGE MITT 7473rec1`2512f18BEM FUSE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. 1f Applicability of design parameters and proper incorporation of component 6 responsibility of building designer-not truss designer.Bracing shown -;6 fodateral support of individual web members only.Additional temporary bracing to insure stability during constructionisihe resporsibilliy of the, .rm .. iT@fit* 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 QuaBly Criteria,DSB-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. Citrus Heights,CA,95610 ft Southern Ptne(SPlumber is ed,the there are t€� ecthwoe/O1/acsa.3 byMSC Job Truss Truss Type Qty Ply 5B R41832537 PL14-90UP FG Floor Girder 2 1 Job Reference(notional) 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:j7axn40sHnThyaUAczwOszX1UY-FbBs8Qm VHh1Rub8xudq'WuGVbcGeL3nG7JpzzOQTO 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 e o- r 0 N e_ e e 03x4= 1 I 9 8 3x4= 3x4 = 354= I 3-2-10 1 3-310 1 4-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X,Y): 18:0-1-8,Edue1,19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BOLL 0.0 Rep Stress Ina NO WB 022 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. Z0NIO ,1 TOP CHORD 2 11=-926/0,3-11=-926/0,3-4=-926/0,45=-926/0tj BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 a oV WASA.. WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 C) 4' `-IVO NOTES 1 AT "k 0`2a 6 ta 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. tai, 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. ;fir 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails, Strongbacks to ,) 49639 ` be attached to walls at their outer ends or restrained by other means. Q:6 *CGISTO- 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. The design/selection of such connection device(s)is the responsibility of others. 1ONAL G 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 ¢1_o P R OFps Uniform Loads(pit) C.f�{(, 4 Vert:7-10=-8,1-6=-80 + � '8‘. NG,� q �fl�9 Concentrated Loads(Ib) $ 2� Vert 11=-169(B) .5. N >� N . O''Oi,OREG N ti�QZU '5s0 4lBER 4',i ea ©SA H ¢; EXPIRES:06/30/2015 April 22,2014 5 5 ®WA: NTf -Vent design paarneters and REAP ROlES ON WS AND INCLUDED NThEK REFERENCE PAGE NII 7 473 rex 1/29,12010 BETREUSE —_ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. "_ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web:members only,Additional temporary bracing to insure stability during constructions IW the responsibillity of the k x'TerR r - 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 Qualtiy 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 !f5S.cuttleae Fuse ISP)lumber itsp5ts the design,ratues a€elismse activer 01/201.9 by MSC Symbols Numbering System 4 General Safety Notes PLATE LOCATION AND ORIENTATION I 6-4-8 dimensions shown int ft-in-sixteenths Failure to Follow Could Cause Property 1 3/" Center plate on joint unless x,y ID Y 4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury Imm111. Dimensions are in ft-in-sixteenths. �� 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. 0 1/1eM 11i>lAli72. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves EL\14 1111 I! t3. may require bracing,or alternative Tor I _ O .. p bracing should be considered. 1_, 0 Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 co-7 5-6 designer,erection supervisor,property owner and plates 0 "i'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate 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 use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that �� Indicated by 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 ALSO approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING Vs- 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 17.Install and load vertically unless indicated otherwise. jut E. ( number where bearings occur. I ` Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, rV'I Te ke ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013