Loading...
Plans (117) MN RIM lot MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-89_UP Fax 916/676-1909 5A 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:R41832507 thru R41832521 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. y1ONIOA r6 V 49639aip , ONAL April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. Job Truss Truss Type Qty Ply 5A R41832507 PL14-89 UP F0t Floor 6 1 Job Reference(notional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:38:54 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-u5L6y415vXMDrSQ6LFhTXUOBVnApewMJpiAlyjz000? I 2-6-0 I I 2-2-9 1 1 1-2-0 1 1 - 2-4-11 1 Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 11 3x5 = 1.5x3 11 1 2 3 4 5 6 7 8 o N g- / e 44041441444144441444 e e / \ 9 N e e 13 12 11 10 -',.. 3x4= 3x8= 3x4= 3x4 = 3x4= 10-9-1 11-4-9 I 9-11-9 10�111rr1 111-3-1 I I 16-4-12 1 9-11-9 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) 1/defl 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. ,TONIo 44. 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 0c' c WAS) WEBS 6-10=316/0,2-13=1640/0,2-12=0/1018,412=370/0,4-11=-460/161,7-9=1636/0,7-10=0/1105 �,t S{, /''.' O NOTES ' � ,n t*:; a1, N 1)Unbalanced floor live loads have been considered for this design. - i 2)Refer to girder(s)for truss to truss connections. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. er 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 to4 6 9 be attached to walls at their outer ends or restrained by other means. io tAt, Q15' ' LOAD CASE(S) Standard S`ONAL0 '''.-Rc D P Rop Ac 87022p, r" • i >C Aj, OR GON ti? Vit// "�L 'ER .Q QS A Heb\P EXPIRES:06130/2015 April 22,2014 AARNI:K-Ver,'fydesign paramogrs and R&4:7 MES ON THIS AND MUM,14 11K REFERE7KJ PAGE H11.1473 ols 1/2512V4 itETARISE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Appficabi ity 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 insure stability during construction is the responsibility of the �� � _ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing,consult ANSI/1911QuaBly Cd terla,DSB-89 and SCSI Building Component 7777 Greenback Lane,Safe 109 Safety Information available from Truss Plate Institute,761 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1#3zuvherst Rine(S€r).tumhav is specified.the design values are tiles.e+Neairve 06/021201A by MSC Job Truss Truss Type Qty Ply 5A R41832508 PL14-89_UP 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 15:38:55 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-NHuVAQIjggU4Tb?IvyCi3ixLvBX_NPgT1 MwJUAzOQU_ I 2-6-0 I I 2-0-11 I I 1-2-0 1 1 1-0.9 1 Scale=1:25.9 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 e _ e e e e e e e e 1 12 11 10 9 3x4= 3x6 = 3x4= 3x4= 3x4 = 10-6-3 11-2-11 I 9-9-11 9-1113 111-1-3 1 1 14-10-12 I 9-9-11 0-1-8 0-7-0 3-8-1 0-7-0 0-1-8 Plate Offsets(X,Y): I10:0-1-8,Edael.111:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (joc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 IC 0.57 Vert(LL) -0.20 11-12 >870 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.33 11-12 >537 360 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:66 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. I WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=649/0-4-4 (min.0-1-8),9=649/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. " ONIO TOP CHORD 2-3=-2140/0,34=2140/0,4-5=1912/0,5-6=1912/0,6-7=-1912/0 BOT CHORD 12-13=0/1359,11-12=0/2319,10-11=0/1912,9-10=0/1371 0r7 9�AS�ji WEBS 6-10=418/0,2-13=1467/0,2-12=0/844,4-11=536/22,7-9..1480/0,7-10=0/810 0 4 0 Irk, NOTES r, Qj; 13 1)Unbalanced floor live loads have been considered for this design. — f N 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ll 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 X1149639 be attached to walls at their outer ends or restrained by other means. (D� 4"GISTER LOAD CASE(S) Standard + ' cy ' '?' PROFFss c.; '., GINE X02 4t' 87022PE Yc / (11 CV p fi'0j,OREGO 4°„ski' 418ER \\ P A. He EXPIRES:06/30/2015 April 22,2014 1 f ®WMNIMS-Veritydvx/ys pucssslwers and REAP PIES ON 7N7S/r/4Eva(ICED NIIEK REFERENCE PAGE Nil 7 473 ret 1129/If1ri1z0.FUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Milt 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 responsibillify of the 'A�g t„* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Il fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Sate 109 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Fine$SD}lumber is specified,the designsah.aes aaethese effective 06/111,11013 by MSC Job Truss Truss Type Qty Ply 5A R41832509 PL14-89_UP F03 Floor 3 1 Job Reference(ootionall Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:38:56 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-rUStNmJLR8cx51ZUTI)xcvU WYbsw6pZcGofs?czOQTz I 2-6-0 2-5-1 I I 1-2-0 I I 2-4-11 Scale=1:28.9 1.5x3 II 3x5 = 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 1 e_ — : —41141444.4411141111011i -' 0 e e 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10.9 11-7-1 I 10-2-1 101319 1111-5-9 I i 16-7-4 I 10-2-1 0-1-6 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edael,111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. y.VONIo ite TOP CHORD 2-3=-2508/0,3-4=2508/0,4-5=2587/0,5-6=2587/0,6-7=-2587/0 BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/15384+ 0$ 01 WAS7r, WEBS 6-10=324/0,2-13= =X 1666/0,2-12=0/1041,4-1299/0,4-11=-480/168,7-9=1660/0,7-10=0/1140 {.s W 'CC, 0p o] NOTES " 1 CI 1)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/7P!1. r 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. *day 49639 4z LOAD CASE(S) Standard °'4',.�401STO 441 p.� .,,i)&0 PROpFs.s �\ �c G)NEF9 �0 S • 2PE /9�' y `A:), OREGO (. ,.@ `� A. HE EXPIRES:06/30/2015 April 22,2014 I e A*MAC.Verertlesigm raramx firs axd READ hDTES CN TRISAND PN`3t/EII NTTEKREFERENCE PASE XII 7473 teic 1,12512014 Design valid for use only with MiTek connectors.The 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 MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the IV1iTek' erector.Additional permanent bracing of the overall structure e the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TP11 QuaBy 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 IfS,eunfsnre.Pipe ISM Ivrnbre isapecifssst.tee-design velum arethose effective 0001/2013 by MSC Job Truss Truss Type Qty Ply 5A R41832510 PL14-89_UP F04 Floor 1 1 Job Reference(ootional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:38:57 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1UY-Jg0Fb6K CRkoiv8h1NEA970dL?9TrGQIVgPPX2zOQTy I 2-3-0 I 1 1-4-11 1 '1._. ._10 1 1-0-9 1 2-6-0 I Scale=1:31.6 1.5x3 I I 3x6= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 I I 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 e e _ o e. e • . e e 1 15 14 13 12 11 3x4= 3x8 = 3x5= 3x4 = 4x4 = 3x4= 14-3-11 I 13-1-11 13-8-111 1 18-1-4 I 13-1-11 0-7-0 0-7-0 3-9-9 Plate Offsets(X,Y): ft 2:0-1-8,Edcie1,113:0-1-8,Edgel LOADING(pst) SPACING 1-7-3 CSI DEFL in (loc) Udefl L/d 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 Inc: 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 (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . 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 BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721 DC7 01 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, {t �{. S14.:44, 6-13=-860/0 � �, a� k ttl NOTES t 1)Unbalanced floor live loads have been considered for this design. \ 2)Refer to girder(s)for truss to truss connections. Tr 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11 49639' k 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, .tGISTE be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard SAONAI G 4 �ROFFss c,ti ti GI N F9 /0,, 87022P, r' �V�FRGON2�Q� EBS ©S A. H CP EXPIRES:06/30/2015 April 22,2014 4 4 ®67A,k7/fya-Verify design paranx liars and REAIl 107ES ON THIS MD I7KZt£DEfl NI7Ek'C,EFEFcEXNC PACE MIT 7 473 iec lf2ltf2Sl4Sff a4EtLSEl' Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. .,Applicabitty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the �iTe�(.£ erector. th Additional permanent bracing of the overall structure is e responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delvery,erection and bracing,consult ANSI/TPI1 Quaily Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern.Met(S Ivenlur it specified,the design trebles aseehesea4fective136/03/2033 byAMSC Job Truss Truss Type Qty Ply 5A R41832511 PL14-89_UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:38:58 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-nsadoSLczlsfK3jta4mPhKZrvOXsafyvjK8z4VzOQTx I 1-3-0 I 1- 1 0 1 2-4-15 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 Ne/ \ / NalNe7Ne7Ne / _ e � or la a - e 26 25 24 23 22 21 20 19 18 I"- 3x4 3x4= 4x6= 3x5= 3x6 FP= 3x5— 3x5 = 4x6= 3x6 = 3x5= 3x5 WB— 15-7-9 I 14-5-95-0-91 I 20-9-8 I 14-5-9 10-7-03-7-0 5-1-15 Plate Offsets(X,Y): 112:0-1-8,Edoel,f18:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012T P12007 (Matrix) Weight:98 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.OE(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. 010Ni° itt 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=_4 = 230/0,11-124230/0,12-13=3519/0, 047 1A.S 4 = 13-143519/0,14-15=3519/0 11,„ 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, I Y ,,x- —4, i.19-20=0/3519,18-19=0/3519,17-18=0/1990 ( k Oli til/ 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, 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 4'� NOTES vp ,a 49639 4 1)Unbalanced floor live loads have been considered for this design. ...0 LIS ry 2)All plates are 1.5x3 MT20 unless otherwise indicated. S.1'ONAL-0 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/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. �,�trJ PR Opts LOAD CASE(S) Standard �NG(NE 9 sI© 4t` 870 2PE ,r y -Cj, OREGO, c),C',40 11 ks'iti NJ CSS A. HE �Q EXPIRES:06/3012015 April 22,2014 i ®WARMS-Yer,7ydesignraranwmrs and READ I TEES ON THIS AND i:„KKI.5F0I/IT€YF€FEP,EfEI ma7413sco1,/2120.14BfOBE1!SE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicabifty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the a MI���Q�* 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/TPI1 QuaBly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Carus Heights,CA,95610 tf taaasherxs Mora OM hanfaas IS sperifaet,the deaigovatuas ace these affective 06/01/201.3 by Job Truss Truss Type Qty Ply 5A R41832512 PL14.89_UP 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 15:38:59 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-F38??oLEj3_WyD138oHeEY678o1 UJJY2y_uWcxzOQTw I 1-4-0 I 2-6-0 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 II III 0 Atig N NM Mr -J 1' 5 =' 4 3x4= 3x4= Q'1-81 4-1-0 I 0-1-8 3-11-8 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) 0.00 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 lncr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 (Ib/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. NOTES y ONTO lit 1)Refer to girder(s)for truss to truss connections. Qr7 Ov WASr 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. +4' �0 St, 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ' 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to r j . f k �1. be attached to walls at their outer ends or restrained by other means. 1 LOAD CASE(S) Standard ,4' ' 4,,49639 ,& '9/0/siALV, ��90 PR0Fe ��\� �C. ..79 iv r 87022PE pr y IV tv' r'0j,OREGO do O11/ 0 �44QEft �� . A t H RP EXPI RES:06/30/2015 April 22,2014 1 r A ISV1N1M-Yer;fydesign raramewxxsiclP.M IfTSSOfdMIS AND MUM HITEKR€€€PJIIaP, MIL 7473rex I,25/24s<8SNIE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector.Additional pen nanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delvery,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,95610 IfSeuthesn Pine$SP)turohax Is sparrifsast,the design vetoes are there effective 06,,0012053 by-MSC Job Truss Truss Type Qty Ply 5A R41832513 PL14-89_UP F07 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39,01 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-BRGmQTNUFgFDBWSSGDJ6JzBLXcYXn3SLQINdhpzOQTu I 1-7-12 1 1 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 II 3x4= 1.5x3 II 3x4 = 1.5x3 11 3x4 = 1.5x3 I I 3x5= 1.5x3 I I 1 2 3x8= 3 4 5 6 7 8 9 10 11 ° o a ° o ..v..Assisp. e e e a e - .*,010 ' e , 19 ,�, 17 16 15 14 13 .. 3x4 II 3x6= 3x8= 3x5= 3x5= 1.5x3 II 3x4 = 3x4= 1 1-10-12 2-914 17-5-4 1 1-10-12 0-11-8 15-5-0 Plate Offsets(X,Y): 12:0-3-0,Edgel,18:0-1-8,Edgel,[13:0-1-8,Edoel,f19:Edae,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl 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 Incl 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) FORCES �y"ONIO, (Ib)-Max,Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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, e WA 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, il` , .e' `j 12-13=0/909 ,,, L`- G, Lt5 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 IT NOTES 49639 1)Unbalanced floor live loads have been considered for this design. r'l1. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, Nl�� ' G v. 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, \\r(} P R°FF The design/selection of such connection device(s)is the responsibility of others. rs 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `C3 ENGINE. -/4 LOAD CASE(S) Standard 14,,r87022PE "Y__ 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) (p CV Vert:1=-304(F) 7 �A>, OREGO 1.9, /\/4 Is A. HERS EXPIRES:06/30/2015 April 22,2014 i r A*won.Verity design pa/peters and RLAD ICTES OMNI'S AND MiCED MIMIC REFERENCE f171473ma1//25/20LSBEF I1SE a 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 Mi is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek+- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1911 Quality Criteria,DSI-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 ntn SoutheM a%P)ruarlaes is specified,Nue design:uvtuee ace thous affective 0616#111613byALSC Job Truss Truss Type Qty Ply 5A R41832514 PL14-89 UP F08 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MITek Industries,Inc.Mon Apr 21 15:39:01 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszXl UY-BRGmQTNUFgFDBWSSGDJ6JzBSbchgnApLQINdhpzOQTu 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 II 1.5x3 II 1.5x3 II 1 23°4= 3 4 53x4= 6 0 0 NN-1 ri e e 1d 9 8 3x4= 3x4= LLLXXX\\\ 3x4= 3x4= I 3-1-2 31- 3-9-10 1 4-4-10 416-? 8-6-8 I 3-1-2 0-1-8 0-7-0 0-7-0 0.1-8 4-0-6 Plate Offsets(X,Y): 18:0-1-8,Edoe1,19:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=370/0-2-12 (min.0-1-8),7=370/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. t.S0j(} TOP CHORD 2-3=732/0,3-4=-732/0,4-5=732/0 ) ` 14* BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665a OV WEBS 2-10=736/0,2-9=37/269,5-7=-718/0 {J AA 0 47 } *XO 4't S 1)Unbalanced floor live loads have been considered for this design. 1 N 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/I-PI 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 'b,j 49639' 'k` be attached to walls at their outer ends or restrained by other means. 7C 4b/sT' Lj LOAD CASE(S) Standard S 0NAl: ��� D PROF4' 4,4 `r • 2PE 61(0(.047.r., -7u' i � SATOREG0 ti� A 4 He R � EXPIRES:06/30/2015 April 22,2014 f t ®WMNZ O.Verity design pram SSrxa READ Noris WM AND INCIODED KWIC REFERENCE PAM MIT 7473mcT,/25/2SP49fFolf tISEl Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R.* fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,051-69 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tf5eut:kern.Pine[OP)laaaber is:spesifizd,rise design values ane'Mom effective oG/01/ 13 byAMSC Job Truss Truss Type Qty Ply 5A R41832515 PL14-89 UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:02 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-feg6epO60_N4pglepwgLrAjdNO2oWfDVey6ADGzOQTt I 2-6-0 I 0-5-6 I I 1-2-0 I I 1-7-2 I Scale:1"=1' 11.5x3 II 2 3x4 = 31.5x3 II 4 3x4= 51.5x3 II J • O N N 0 < e 1.5x3 II 9 8 7 6 3x4=- 3x4 3x4= 3x4 = I 3-0-14 3i-21 3-9-6 1 4-4-6 1 6-2-8 I 3-0-14 1 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): F4:0-1-8.Edgel,f8:0-1-8 Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 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. rONIO TOP CHORD 2-3=-362/0,3-4=-362/0 t{�'�� BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 �oj o Qyr ' ,s WEBS 2-9=-456/0,4-6=-424/0 NOTES ,. ,z tt 1)Unbalanced floor live loads have been considered for this design. f N 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. rdtt,4639 O' 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to (Q,4' Ai 499 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 'S1ors(AI.; 40) PROFF <c-� c INE-k- si0 `fi' 870 2PE r" 7 to ,04 ,'QJ, €DREG N `19 O ''>,-,L. -,?3 ER �, .� f s A. HE EXPIRES:06130120/5 April 22,2014 a I - s ®fCdFttdltY` MGE mil... 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 fo insure stability during construction is the responsibility of the Mire"( .pk* 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 Quaity Criteria,051-89 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 €PSosstherrt i t51nreis tared,the dgrs eaiareF eeecite:»oe/oapacti3tsyAUUC '� Job Truss Truss Type Qty Ply 5A R41832516 PL14-89 UP F11 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:02 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-feg8epO60_N4pglepwgLrAjc201vWd_Vey6ADGzOQTt 2-6-0 1 0-5-10 I I 1-2-0 I I 1-6-14 I Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 o G N N G e e e e e 1 9 8 3x4= 3x4= 3x4= 3x4 = I 3-1-2 31-103-9-10 3-9-10 I 4-4-10 4T61 8-8-8 I 3-1-2 0-1 0-7-0 0-7-0 0.1 4-2-6 Plate Offsets(X,Y): 18:0-1-8,Edde1,f9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in floc) 1/defl 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 Ina 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. 1$1ONIO 14, TOP CHORD 2-3=761/0,3-4=761/0,4-5=761/0 BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 0j% fl1 W 4 WEBS 2-10=757/0,2-9=28/290,5-7=-737/0 1l QQ NOTES 6 k., 1, tll 1)Unbalanced floor live loads have been considered for this design 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. / 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ?r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to .eP 49639 47 Cl be attached to walls at their outer ends or restrained by other means. , 1ST . V LOAD CASE(S) Standard SS1ONAL' �� EOPROp wc\� �CNGI 9 f04, 17 2PE ,r ' CD cv y '.5,OREGO c2°O A. H' RP EXPIRES:06/30/2015 April 22,2014 3 4 ®tk'4J//7f 3-Verily ries yn prams bars and READ DIES ON WSW MIXED HIT€Y'sE€EREEM E MGE Mil 7473 m c 1,1251201$& f USE ith Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the !Alleleerector.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 Gloria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. CSms Heights,CA,95610 ifSaasihem etnelsPI lumbar iscified,itiei/esigaark.rec wrist:ham aliective 06fGSfJ.1,3 fsyMSC Job Truss Truss Type Qty Ply 5A R41832517 PL14-89_UP 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 15:39:03 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1UY-8gNWr9PknHVxQgcqNdLaOOGj6PFoF VetcsklizOQTs I 2-6-0 I I 2-3-5 I I 1-2-43 I I 2-4-11 I Scale=1:28.7 1.5x3 I I 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 I I 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 / fi \ e e / e ee e �p ♦ JB4�' 1�` 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= I 10-8-13 11-5-5 I 10-0-510-113 11-3-131 I 16-5-8 I 10-0-5 0-11-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(XX): f10:0-1-8,Edgel,f11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl 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. 11ONIO N. 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=0/1522flf7 WASj j� 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 .0 NOTES • h`" �;- C 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)13. 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 ''d '� be attached to walls at their outer ends or restrained by other means. �O .40 ,19y501S� 4 LOAD CASE(S) Standard s OT7.P L. stip, 0 P R°Fess ��`'. ‘AGiN ',7, /D 4t' 870 2PE z' -p �.5, OREGO 2„..4,4.1/ C'" $EPt `S 4. HER�� EXPIRES:06/30/2015 April 22,2014 4 t AfIA.'WI/s+3-VerffdelirarsmcersarrAM.AACTES ON IMF AMI!KLt2CEOMThE'RE'FE EMEPPAGE/1717473rre.1/af28I4 C.T£ir Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. '- Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibitity of the p�TA�'`*R erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding !YB fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPIl Qualify Crieria,DSS-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 rt 50 tithenri Pin*;AP#t fserisspec eet,ttteaesf&r,:van.r el aretholeeSa 06/01.12.01.3 by.AISC Job Truss Truss Type Qty Ply 5A R41832518 PL14-89 UP F13 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:39:04 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-cOxu3VPNYbdo2_B1xLspxbpq?pYt Q1n6GbHH8zOQTr I 2-3-0 I 1 1-4-11 I I 1-2-0 I I 1-2-5 I 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 II 4x5 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 e _ o _ e _ e e e 0 4 N a e e \ - e e 1• 15 14 13 12 3x4= 3x8= 3x5= 3x4= 4x4= 3x4= 14-3-11 I 13-1-11 13.8-111 I 18-3-0 I 13-1-11 0-7-0 0-7-0 3-11-5 Plate Offsets MY): 112:0-1-8,Edoel.113:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 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/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. 0"ONTO 14. 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 {,i o'' 0047j11811.1r 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, 40 6-13=853/0 Al`�, Q� d co kaO1- tll NOTES N 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. f?r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ro49634 Ott' 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 sw be attached to walls at their outer ends or restrained by other means. .C(' IST LOAD CASE(S) Standard S S GNA L Vt ,,' Q PROpe Q� co 4NGINFF6, /0� 87022P, - ,I CM 9->FRGONq5 44 ° wf3ER # 7 `' A. HRSP EXPIRES:06/30/2015 April 22,2014 r, t A IMAM-Ver,'ty design warmmrs asi READ NS IPS ON NES AND JM2iU ED Mil?f REFERENCE PAGE HIT 7473 rec 1,/29/2S143.81//SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. a* Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M�Igk- 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 Crileda,DS6-89 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 i#Southere Piste icnnlset is reseriftett.tliedeusign usitues an'dune efOectirre rfoz/2013 byA SC Job Truss Truss Type Qty Ply 5A R41832519 PL14-89_UP F14 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:39:04 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1UY-cOxu3VPNYbdo2 B1xLspxbpv4peR_UOn6GbHH8zOQTr I 2-0-0 I I 1-10-1 I I 1-2-0 I I 2-53 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 e - - : '-' . e e ' e i 11 10 9 8 3x4= 3x5= 3x4= 1.5x3 II 3x4= I 8-2-9 16-9-9 1 9-49 1 12-0-12 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X.Y): f6:0-1-8,Edael,(10:0-1.8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incl YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code 1BC20121TP12007 (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. 01ONIO 44. 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 CO ,WAS 44. WEBS 2-12=994/0,2-11=0/571,4-10=443/3,6-8=-1277/0 ,,tom.t o .^' NOTES ; 6,� Cs1 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)12,8. \ 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 4 be attached to walls at their outer ends or restrained by other means. 0j 4WGIS'I'sR9 LOAD CASE(S) Standard �$'IONAL' PROF rcNG(NE -, f-0., 870 2PE y '0j OREGO ti 1v ©S A. HE \4� EXPIRES:06730/2015 April 22,2014 i A 8MRNI -Yea?deuIx pxramerers arsd READ ice`TES ON MIS Ale IMTUSED MII€if REFERENCE PAGE VIII 7 473 rex 1/25/2014 WORE I/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 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the IYi�IQ.�* 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,consul ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If S ssvlsere Pine ISP)lumber IS Wet-MEd.the ctealgerra fuses are these West-hie 06/01/101 3 tae.A SC Job Truss Truss Type Qty Ply 5A R41832520 PL14-89_UP 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 15:39:06 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-YP3fTBRd4CtVN-IIKP2mvH00uKrdQGRS 4Za40M1zOQTp 1 1-4-12 I 1-4-0 I I 1 1.5x3 II 2 3x4 = 3 1.5x3 II Scale=1:8.7 0 N l L. Ti 5 4 3x4 = 3x4= I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=253/Mechanical,5=249/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-309/0,2-5=304/0 ' ONI( s, INIA NOTES 0% QV WA3I� ` 1)Refer to girder(s)for truss to truss connections. {.T 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. / It ' \ 'C'J 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 cg f "" 1. 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. f f 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). ' 4 49639 9 W Off, 4"GISTERj' LOAD CASE(S) Standard 4. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 $ A r. Uniform Loads(plf) Vert:45=10,1-3=-100 Concentrated Loads(Ib) Vert 2=-188(F) ��,¢co PRQp . `< V87022P, ps' � j OR 1GON (1> <U 160:413 ' 4$ER f3tu, A eik H EXPIRES:06/30/2015 April 22,2014 r A WAANDE•Ver'tpdesign paraaaorers aad READ?.1S ON SKIS AM1 MIXED NfTEKREFERENCE h EHfT 7473 reg 1/25/M14t6E 'r Design yard for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1V111 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the 6 A'T�1M1.* erector.Additional permanent bracing of the overall structureisthe responsibility of the building designer.For general guidance regarding IY1 1 fabrication,quality control,storage,delivery,erection and bracing,consuh ANSI/T911 Qualily C.Beda,DSB-89 and BSI Building Component 7777 Greenback Lane,Suite 109 Safety Informafion available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Carus Heights,CA,95610 If-Southern Pine fSP kwafzse isacifiad,rhextesign values are OhaseoNacti:ua 06/02/f2O1a by MSC Job Truss Truss Type Qty Ply 5A R41832521 PL14-89_UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:39:05 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-4CVHGrQ?Jvlfg8IDV202TpL6KD22izQxKwLrgbzOQTq I 1-6-0 I 1-5-10 I I 1-2-0 I I 1-4-14 I 2-6-0 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4 = 11 3 4 53x4= 6 0 N 1Ci 9 e 8 e3x4= 3x4= 3x4= 3x4= I 3-2-10 I 3-9-10 1 4-4-10 I 8-r8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X,Y): f8:0-1-8,Edael,19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl 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!nor NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012TrP12007 (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. p,14'ONfO "tL TOP CHORD 2-11=926/0,3-11=926/0,34=926/0,4-5=926/0 BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 C7 . WAS WEBS 2-10=804/0,2-9=0/327,5-7=-833/0,5-8=0/303 C,0 �t o t 14 NOTES 1-. / 1)Unbalanced floor live loads have been considered for this design. k t-4 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. s 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSITTPI 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 d be attached to walls at their outer ends or restrained by other means. 496394 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 lb down at 2-2-0 on top chord. ,i ' 'I5 i ER Cy The design/selection of such connection device(s)is the responsibility of others. ,,',,?IA . 13, 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 cd PRor Uniform Loads(pit) Q> F Vert 7-10=-8,1-6=-80 �CO�y ,-AGIj E t5'S1l0 Concentrated Loads(Ib) ' Vert:11=169(8) 4" 87022PE / cr) 04 y �'Oj,OREGO rb©,14/ `' & HE S EXPIRES:06/30/2015 April 22,2014 A WAFINTMS.Veriffidcligra par-mewls arzd READ Win ON MIS AND t::tiCS irT€G t9.7£.K REFERENCE PAGE ICI 7473 res 1;IS/1gPd BFOREft3€ it 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 'f is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the FXif ITeA- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality controL storage,delvery,erection and bracing,consult ANSI/TPI1 QuaBty Criteria,OSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Informaiton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Sautisere PinintSeitiumenner ig specified,the design values arethaae edfesriuz 0G/01/2053 by MSC ...al Symbols Numbering System Ail General Safety Notes PLATE LOCATION AND ORIENTATION 1 /q 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Propertyama 1 u I ( (Drawings not to scale) Damage or Personal In offsets are indicated. g rY r�� Dimensions are in ft-in-sixteenths. val‘b. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orx-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For Q-1/16' 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. 3. Never exceed the design loading shown and never F � Ua_ iInliplXii iv� stack materials on inadequately braced trusses. ._ 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 ce-7 C5-6designer,erection supervisor,property owner and plates 0-14d'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 MEW(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 1352,ESR1988 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 k 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 i• Indicated symbol Shown and/Or SYP represents values as published specified. byby AWC in the 2005/2012 NDS 44010by text in the bracing section of the 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, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I 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. liklMeill reaction section indicates joint11111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 11.III MI 11.-1..,1118.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: WI 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 is not sufficient. DSB-89: Design Standard for Bracing. ■ BCSI: Building Component Safety Information, T-ek° 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013