Loading...
Plans (3) 61, S'- c7 v.z 00 ( 3 '11 s w 5utoi(iki �c RECENE 11111-17 NOV 2 2015 - M-Te k. • BMCUiITITLY®k OMUCSTAaI,GvIAS7 3O N 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 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. GN F `9/ 87• 2PE r— (1) Nc � ti OREGON ej5 Qcv fit' FMBER �1 OS A. H ERCP EXPIRES:06/30/2015 April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 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. 010NIO oS o4.Wl+Tp,, 1 tha JL ¼ ss 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. r Job Truss Truss Type Qty Ply 5A R41832507 . " PL14-89_UP - F01 Floor 6 1 Job Reference(ootional) 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? 1 2-6-0 I I 2-2-9 ii 1-2-0 I I 2-4-11 I Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1 5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 8 O '' / � IIIIIIIIIIIIIIIIII - \ d d / — \ N d d ...b... 13 12 11 10 4.- 3x4= 3x8= 3x4= 304 = 3x4= 10-5-1 11-4-9 I 9-11-9 1011(1 111-3-1 I 1 16-4-12 I 9-11-9 0-i-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): (10:0-1-8,Edge),(11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 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/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=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. '1ONTO -4WTOP CHORD 2-3=-2463/0,3-4=-2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532/0 p,? BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 • ©c7 04 WAs, �. 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 G fit{, '�'G, , NOTES rq L"=' 1, N 1)Unbalanced floor live loads have been considered for this design. 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. 4,`4 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 t 4, 49639 / be attached to walls at their outer ends or restrained by other means. O ��, CISTER �' LOAD CASE(S) Standard - �`s1ONAL �G D P R,‹(.5\ / GINE '4\� � 87022P CV -7 -0j, OR GON �f1 <U1 9O °iy48 E R 1N �O OS A. HO; EXPIRES:06/30/2015 April 22,2014 ®W/JJNTM3-Vert?designpu,ainefresandREAD N IESONTHIS/iNCMIMED KIP(FEFEPEN,iPAGE MIT-7473rex 1/%5/Z&lrB EUJSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Mill Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 6iTek is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction 1s the responsibillity of the erector.Additional permanent bracing of the overall structure u the responsibility of the building designer.For general guidance regarding iVl fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane.Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(OP)lumber is specified,the design values are throe effective 06/01/2013 by MSC v Job Truss Truss Type Qty Ply 5A R41832508 PL14-89_UP F02 Floor 5 1 - Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 Mi Tek Industries,Inc.Mon Apr 21 15:38:55 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1 UY-NHuVAQIjggU4Tb?IvyCi3ixLvBX_NPgT1 MwJUAzOOU_ I 2-6-0 I I 2-0-11 I I 7-2-0 1 1 1-49 1 . Scale=1:25.9 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 oe -4141111141414111111111141411141t -' , 0 e a e e e e o 12 11 10 9 3x4= 3x6 = 3x4= 3x4 = 3x4 =- 10-6-3 10-6-3 11-2-11 9-9-11 9-11(3 I11-1-3 I 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): f10:0-1-8,Edeel,f11:0-1-8,Edeel LOADING(pst) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 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 lncr YES WB 0.43 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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. 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. . 11QNIO Jj� TOP CHORD 2-3=-2140/0,3-4=-2140/0,4-5=-1912/0,5-6=-1912/0,6-7=-191210 pJ 'L • BOT CHORD 12-13=0/1359,11-12=0/2319,10-11=0/1912,9-10=0/1371 QC7 o1.WAs , 44 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 �Q, • ' ��o ., ,,zi NOTES co :: • `r-, 1� N 1)Unbalanced floor live loads have been considered for this design. _ 2)Refer to girder(s)for truss to truss connections. 4 •` l� 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i�4 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 :r id '49639 be attached to walls at their outer ends or restrained by other means. OC+6 'r' -CI$ LOAD CASE(S) Standard t. Orp ici�' �NG P FF9 s�� 87022PE �< ' 444 y "C OREGO, 1, -9 �On��$ER N Pte. SA. ile EXPIRES:06/30/2015 April 22,2014 1 A WA NIPKi-ilea *lippaanlcen u,d READ/TITS CS THISSANC I'K.I.L6ED MIMICREFEREfYE IME MIT 7473 re I,`29/211/BE�REUSE , Design valid for use only with WO:connectors.This design is based only upon parameters shown.and is for on individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown g/�T _ - is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the IY{�/QJ k' 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/T I1 Quality Criteria.0SB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Rine(SP)lumber is specked,the design eatues are those effective 06/01/2013 byAiSC i" Job Truss Truss Type Qty Ply 5A R41832509 PL14-89_UP F03 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:38:56 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-rUStNmJLR8cx51ZUTfjxcvUWYbsw6pZcG0fs?czOQTz 1 2-6-0 I I 2-5-1I I 1-2-0 11 2-4-11 I Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 e e v - / � I \ _. o A. c e 1 12 11 10 .41. 3x4= 308= 3x4= 355= 3x4= 10-10-9 11-7-1 I 10-2-1 1013)9 111-5-9 11 16-7-4 I 10-2-1 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edael.111:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(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(Ib)or less except when shown. . " STONIO TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 �J BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 o' ov WASkl 4 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 {� �'�{, r �C>� NOTES t ! Z4-.:.., 01• t 1)Unbalanced floor live loads have been considered for this design. • 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. vi 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 j; 7 r be attached to walls at their outer ends or restrained by other means. 49639 LOAD CASE(S) Standard �C �4b1STE . c �`'SIONALsi �G . C:' GI F9 6 40 2 cc 8 • 2PE i Yr / - \ . OREGO, fy�Q40 'pO c��;jBER AN "\a On A. H -?` EXPIRES:06/30/2015 April 22,2014 t a ®WAiSIMS-Verify design ra;amc97n Ind READ no TES CS TI/TEAMS f:7CIi/CCED 7IITEK F..EFE.EAIE PAGE MI!.7 473;tr.1/25/2E14 REC1IEtFSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M iTe k' 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 Quorrly Criteria,DS11-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(Sp)lumbar is specified*the design values are those effective 06/03124113 by ALSC S Job Truss Truss Type Qty Ply 5A R41832510 PL14-89_UP F04 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 15:38:57 2014 Page 1 ID:j7axn4OsHnThlyaUA¢wOszX1 UY-Jg0Fb6K_CRkoiv8hl NEA970dL?9TrGQIVgPPX2zOQTy 2-3-0 I I 1-4-11 11 1-2-0 II 1-0-9 I 2-6-0 Scale=1:31.6 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 4x5= 1.5x3 II 1 2 a`\ 3 4 5 6 7 8 9 10 e a� / 0 0 ry 7 N e- 1' 15 14 13 12 11 3x4= 3x8 = 3x5= 3x4 = 4x4 = 3x4= 14-3-11 I 13-1-11 i3-8-111 I 18-1-4 I • 13-1-11 0-7-0 0.7-0 3-9-9 Plate Offsets(X,Y): (12:0-1-8,Edgel,113:0-1-8,Edpel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 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 IBC20121rP12007 (Matrix) Weight:81 lb FT=0%F.0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 16=791/0-4-4 (min.0-1-8),11=791/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0. TONIO 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 QCJ O�WASj14 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, 6Q��{ 6-13=-860/0 - 6,4' C'?0 d NOTES i: ta 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. r/f 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. :p 496391,0j� 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,,( ���ISTER be attached to walls at their outer ends or restrained by other means. s LOAD CASE(S) Standard s1ONA1.:0 -. CU\co tiNGII EFq`r/o 2 c. 87022P/ 7f y `�Aj,OR GON ti O~ 'AOOFMBER 1N Pte. `S A. H EXPIRES:06/30/2015 April 22,2014 ef A WARNI:T-Ver,!y design parameters and READ ttO TES 0/4 THIS ASS LW2JKED MI TEK SEFEPFNti PAGE MIT 7473 re c 1,115/2014 8 REUSE _ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and u for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Niel( Tek' 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 iwi fabrication.quality control.storage.delivery.erection and bracing,consult ANSI/TPI1 Quarity COffeda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Sude 109 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 if Sautherrs Pine Isp}1am/set is spec died,the design eatues are theca effective 06/03/2.013 byA LSC Job Truss Truss Type Qty Ply 5A R41832511 " PL14-89_UP 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 15:38:58 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-nsadoSLczlsfK3jta4mPhKZrvOXsafyvjK8z4VzOQTx 1 1-3-0 I 1 1-1-1 11 1-2-0 11 2-4-15 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 • %11/ \ / Nr \a, \e, \ e / e. - . [o 25 24 23 22 21 20 19 18 1. 3x4 = 4x6= 3x5= 3x6 FP= 3x5 = 3x5 = 4x6= 3x6 = 3x5 = 3x5 WB= 15-7-9 I 14-5-9 20-9-85-7-09 57-0I 14-5-9 5-1-15 Plate Offsets(X,Y): 112:0-1-8,Edgel,118:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) l/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 IBC2012/TP12007 (Matrix) Weight:98 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=909/0-4-8 (min.0-1-8),26=909/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,TONIO N 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, pJ 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=-4230/0,12-13=-3519/0, OCP OV V1rAS14. 'A G 13-14=-3519/0,14-15=-3519/0 t{ 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, q .1- he=o lgei 19-20=0/3519,18-19=0/3519,17-18=0/1990 4., t 'L N . 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 i 12-20=0/1057 / f NOTES /5 ��49639____11,4, „4.,,1)Unbalanced floor live loads have been considered for this design. e4�r crSTE 2)All plates are 1.5x3 MT20 unless otherwise indicated. sSIONAL - G 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/I-PI 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. ��_v) •P R()Fess LOAD CASE(S) Standard ��<0 ,NG1NEF9 /0 870 2PE .{ co 1y �Aj, OREGO, r1� �N 90, BER 1\ "a0 Ov A" HE EXPIRES:06/30/2015 April 22,2014 t 1 ®NAANIM3 Verity design raametpnsad READMiPESSNTHISANDDOZEDNITEKREFEAEMEPAGE'MII7473; 1/25/20/S8Es2REt6E Design valid for use only with Mlek 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 IU{iTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Salety ern Pine( available from Truss Plate Institute,egto N.Lee"sesStreet.e Suite 312.0G/0112013 Alexandria.VA 22314. Citrus Heights,CA,95810 If Southern Rine(SP}tum be,is specified,the design ualuas alaSasa effective 0b 101!2x313 bV ALSO s Job Truss Truss Type Qty Ply 5A R41832512 ._ __. P114-89_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:j7axn4OsHnThIyaUAczwOszX1 UY-F38??oLEj3_WyD138oHeEY678o1 UJJY2y_uWorzOQTw 1 1-4-0 I 2-6-0 I . 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 11 11” IIIIIIIIIIIIMI.110 4 IN 11 El IN VI 0 5 =' 4 3x4= 3x4= 9-1-81 4-1-0 I 1-8 3-11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 •••• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER BRACING _ TOP CHORD 2x4 DF No.18Btr(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. �yTONIO NOTES 1)Refer to girder(s)for truss to truss connections. © OV WAST)1�- 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. G ��, , 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. P6,:id 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 co .- �', N be attached to walls at their outer ends or restrained by other means. j LOAD CASE(S) Standard e. �` • 11 40 49639 crsTV- qSIONAL:sO tip PRO�� ,N, � ' � 87022P N • y �Aj, OREGO,. rp % iti 9C c�,MBER 1� �`S A. HO; EXPIRES:06/30/2015 April 22,2014 • tt A I#Ar`tM,Y3-Verify design raametrissod READ 1 TES 07/0741�0AND MUUSED MITFKr,EFERENCE.AGEM00.7473se:1/25/2014BEJtEIiSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown _ is for lateral support of individual 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 fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(59}Ivmhec is specified,the design vatwes are those effective OG/03/21013 byALSC 1 Job Truss Truss Type Qty Ply 5A R41832513 " PL14-89_UP F07 Floor 12 1 Job Reference(ootional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:01 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-BRGmQTNUFgFDBWSSGDJ6JzBLXcYXn3SLQINdhpzOQTu I 1-7-12 1 1 1-8-15 1 1 1-2-0 11_ 1-4-9 1 1-6-0 1 Scale=1:30.1 3x6= 1.5x3 I I 3x4= 1.5x3 II 3x4 = 1.5x3 I I 3x4 = 1.5x3 II 3x5= 1.5x3 II 1 2 3x8= 3 4 5 6 7 8 9 10 11 +\\ 0 e e e e e e ,_, p 19 ►_ 'jfX�2 , 17 16 15 14 13 3x4 II 3x6= 3x8= 3x5 = 3x5= 1.5x3 II 3x4 = 3x4= I 1-10-12 2-pj4 17-5-4 I 1-10-12 0-1-8 15-5-0 Plate Offsets(X,Y): 12:0-3-O,Edge1,18:0-1-8,Edael,113:0-1-8,Edgel,119:Edge,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/defl L/d 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 Incr 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) 010NIO 1,4 FORCES (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, �S Of WASJ.W�h ., . 7-8=-2379/0,8-9=-1741/0,9-10=-1741/0 G •", BOT CHORD 17-16=-670/0,16-17=-32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741, a It, ) 12-13=0/909 ceJ `=' � (j 1. N 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 J z,r OUnbalanced floor live loads have been considered for this design.NrEs ��949639 $� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. '�',,,, GIS R 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �410NALv"4G 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. ���ED P ROFen The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��<0 0AGINE�9 /0�-17 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 87022PE t' Uniform Loads(plf) Vert:12-19=-8,1-11=-80 Concentrated Loads(Ib) to >N Vert:1=-304(F) y -o>, OREGO ti�Q<v 9O, 'IIBER1,� OS A A. H�R�P EXPIRES:06/30/2015 April 22,2014 t • ®wAver?Y'•Verity design pa:arne wrs and READ AG 1 S CX THIS ANL:M.2U5ED MiTEK REFERE1KI PAGE Mn.T7473 ft c 1,129,1X15 8E.XELSE 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-riot truss designer.Bracing shown MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporsibillity 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/TP11 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 It Southern Pine isp)lumber is specked,the design values are those effective OS/01/2013 by ALSC ( 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:j7axn4OsHnThIyaUAczwOszX1 UY-BRGmQTNUFgFDB WSSGDJ6JzBSbchgnApLQINdhpzOQTu 1 2-6-0 10-5-10 1 1 1-2-0 I I 1-4-14 I Scale.3/4"=1' 1.5x3 I I 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 3 4 53x4 = 6 -.. Ni- -. 7' o---- --: e e e 1,(: 9 8 3x4= S� 3x4= LLLXXX]]] 3x4 = 3x4= I 3-1-2 3?-')0 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,Edge),19:0-1-8,Edael LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d 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. lONio iti4, . 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 O5 ()I VMS"?' '(1'. WEBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 {, �o 4' AT `r '')6 '6 NOTES ,":" .... 1. rts 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 ANSUTPI 1. ( r 4)Recommend 2x6 strongbacks,on edge,spaced 0110-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to rdd49639 be attached to walls at their outer ends or restrained by other means. 0.4� -04•6‘OISTER LOAD CASE(S) Standard �S'"ONA1-; - 2 8 • 2PE I"-7r--- cv • y��-o OREGO. cis lU� O 9O ��$ER 1\ OS A. HEc), EXPIRES:06/30/2015 April 22,2014 et ®tSARNIMS-Verify design racemerersandREAD riCIESONTHIS APE Name)Kin'REFEREMEPAGEMIT7473res1125/2014BE1?:9EI/SE Design valid for use only with Milek 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 IV[iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quai8y Criteria,058-89 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. Carus Heights,CA,95610 If Southern Pine ISP)lumber is specified.the design values are those ef#ecttve 06/03/2151.3 byALSC ii i 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:j7axn40sHnThyaUAczwOszX1 UY-feg8ep060_N4pg1 epwgLr/ydNO2oWfDVey6ADGzOQTt I 2-6-0 I 0-5-6 I I 1-2-0 I I 1-7-2 I Scale:1"=1' 11.503 II 2 304 = 31.503 I I 4 3x4= 51.503 I I • ...__\ _ r e 1.5x3 II 9 8 7 6 3x4= 3x4= 3x4 = I 3-0-14 -21 3-9-6 j 4-4-6 I 6-2-8 I 3-0-14 1-8 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): f4:0-1-8,Eddel,(8:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 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 (Ib/size) 9=267/0-2-8 (min.0-1-8),6=267/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �QN�o p TOP CHORD 2-3=-362/0,3-4=-362/0 -'C BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 OCr) WASEn� WEBS 2-9=-456/0,4-6=-424/0 C ,sti "V0 I 47 tJ 11r �G NOTES • "" •j, N ,. 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. \ 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. r 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �.r�J 49639�� 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 0.42`�4b/S, , be attached to walls at their outer ends or restrained by other means. ,1�, LOAD CASE(S) Standard �S��NAL �� • 6:(9• c�$`., \AG P F9 sz 2 cc 870 2PE ter" yN ckih NI' h /\/OREG Ni 95) „it/ 9OOAMBER V‘ S A. H -3' EXPIRES:06/30/2015 April 22,2014 1 9 ®14'.4.RNIP,S Verity design paramesirsusdREAD tisIPSCMTHIS AND IM2L8ELXITElSREFEFsEhtiPAGE MIT 7473:ex t/28/20148EOREUSE 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 g p ire k' 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 M fabrication,quality control.storage.delivery,erection and bracing.consult ANSI/TPII 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. CrWs Heights,CA,95610 If Southern Pine ISP)lumber is specified,the design tatuas are those effective 06/01/2013 try ALSO c Job Truss Truss Type Qty Ply 5A R41032516 PL14-89_UP _ Fl1 .-- 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 15:39:02 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-feg8ep060_N4pg1 epwciLcAjc201 vWd_Vey6ADGzOQTt -.-- I 2-6-0 10-5.10 I I 1-2-0 I I 1-6-14 Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 304= 1.5x3 II 1 2 3 4 5 6 -4 Ni -- --, 0 9 e e 3x4= 1 6 304= 3x4= 3x4 = I 3-1-2 3-F-10 3-9-10 I 4-4-10 4/S- 8-8-8 I 3-1-2 0-1-8 0-7-0 0-7-0 0-'1-8 4-2-6 Plate Offsets(X,Y): 18:0-1-8,Ednel,19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:40 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 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. IONTO 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 Oct Ov w �1 WEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 {7 Pow _ , 'nC NOTES ,Q , ".. ` \-1�'Z, N 1)Unbalanced floor live loads have been considered for this design. ���CCC •i 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 ,p\\\",,,./.447r 49639 be attached to walls at their outer ends or restrained by other means. 0 .et GIST0 ' LOAD CASE(S) Standard sSjONALG � `c��tiNG N FR si° 8 • 2PE /�f y 'o), OREGO., rye OrQ - A. HE4"P EXPIRES:06/30/2015 April 22,2014 i 1 Alt,WARM 743-Ver fy designparan* rsand READ ICTES O4MIS N,))MUMS MITEKPEFEREM%PAGEMIT-7413mg.1,`25/24143ffi3.ft Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MilI Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown - is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Mil Quad),Criteria,D5B-89 end 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 tf Southern Pine(SP)lumber is specified,the design values are those effective 06/07/2013 by AI.SC i Job Truss Truss Type Qty Ply 5A R41832517 " PL14-89_UP F12 Floor 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510$Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:39:03 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-8gNVN9PknHVxQgcqNdLa00Gj6PFoF_VetcsklizOQTs 2-6-0 I I 2-3-5 I I 1-2-0 I I 2-4-11. I Scale=1:28.7 1.5x3 II 3x5= 1.5x3 I I 3x4 = 1.5x3 II 1.5x3 I I 3x5= 1.5x3 I I 1 2 3 4 5 6 7 8 o r- / __ 444414444141111411111111%. • e _\ e _ — o t- e 19 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-0-13 11-5-5 I 10-0-5101113 11-3-1311 16-5-8 I 10-0-5 0--8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(,Y) [10:0-1-8,Ediel,(11:0-1-8,Edge) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 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 IBC2012rrP12007 (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. ' o'ONIO 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 C of WAS, 4 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 (/ Sy lerIr Q.,?, 1-- . NOTES '. k r,- N 1)Unbalanced floor live loads have been considered for this design. i 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. %iii. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .f i4 f 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 ij 49639 w be attached to walls at their outer ends or restrained by other means. {7 k fid, GISTE1- LOAD CASE(S) Standard �'SIONAL �G • ' R �\��' 3I N F9 `Sro 2 870 2PE 9 yu' ./>" SAT OREGO �� <v/ 9O '',Ii A\ v.�Q On A. HVik EXPIRES:06/30/2015 April 22,2014 A VFATsNI -Vei//y de=ign;.aramerers and RAD hG TES CS THIS AND L421/COD MITER REFERENCE IMGE MIT 7 473;ec 1/2517014 RE 3A£USE Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for an indvidual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown il is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding tYliTek' fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quarrly 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. Carus Heights,CA,95610 10Sauzhrm Pine ISP)Lumber isspecifled,the design natives are Thaw effective 06/01/2013 by A1SC 0 Job Truss Truss Type Qty Ply 5A R41832518 PL14-89_UP F13 .- Floor 6 1 - - Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego.Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3904 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UYc0xu3VPNYbdo2_B1xLspxbpq?pYt_Q1n6GbHH8zOQTr I 2-3-0 I 1 1-4-11 II 1-2-0 11 1-2-5 I 2-6-0 Scale:3/8"=1' 1.5x3 II 3x6= 1.5x3 II 304 = 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 4x5 = 1.5x3 II 1 2 3 4 5 6 7 8 9 10 . ,...... - 4 0 0 0 00 0 0 0 0 010i11 . .--41Nst .t. - , uz- e O 1� 15 14 13 12 354= 3x8 = 3x5= 3x4= 4x4= 3x4= • 14-3-11 I 13-1-11 14-8-111 1 18-3-0 I 13-1-11 0-7-0 0-7-0 3-11-5 Plate Offsets(X,Y): 112:0-1-8,Edgel,[13:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 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 Incr YES WB 0.61 Horz(rL) 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. takIONI0 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 Oc7 ©- VVASpt, 4 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, �S{,, f� 0 6-13=-853/0 / Q ,Fu O NOTES 1)Unbalanced floor live loads have been considered for this design. r 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. i�4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .�i 49639��p ' - 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 QAC( x'6'0 Ems" ` be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard '$IONALS�3 a PROFF �ti�Eo n Co NGINEF /o� � -57 � '4 * • 87022P; cv y �Aj, OR GON ti(:;) .44/ On Sk HO; EXPIRES:06/30/2015 April 22,2014 t • • ®ID4JtN G-Verly design r;amrnemrs sod READ AS TIMS ON THIS AND LIIv'ED MMTV('REFERENCE PAGE MIT e 7473 m //29/20/$SEW USE Design valid for use only with Mliek connectors.This design is based only upon parameters shown.and is for an individual building component. MI Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown gg - is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the I V{iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber is specified,the design statues are chase effective 06/01/2013 by ALSC i Job Truss Truss Type Qty Ply 5A R41832519 . PL14-89_UP F14 Floor 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industnes,Inc.Mon Apr 21 15:39 04 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-cOxu3VPNYbdo2_B1xLspxbpv4peR_UOn6GbHH8z00Tr I 2-6-0 I I 1-10-1 1 1 1-2-0 { I 2-5-3 I Scale=1:21.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.503 II 1 2 3 4 5 6 3x4= 7 ae er 0 a e e .. 1 11 10 98k 3x4= 3x5= 3x4= 1.5x3 II 3x4= I 8-2-s 18-9-9 1 9-0-9 1 12-0-12 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): (6:0-1-8,Edgel,(10:0-1-8,Ednel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:54 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/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. lr>}ONIo TOP CHORD 2-3=-1397/0,3-4=-1397/0,4-5=-1183/0,5-6=-1183/0 �J ,p, BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 o� di WAS�I `4. WEBS 2-12=-994/0,2-11=0/571,4-10=-443/3,6-8=-1277/0 CJ,S4/ ,L,./ ,— •Rt �C�G ' ti NOTES (4.- x 1)Unbalanced floor live loads have been considered for this design. 4 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. ,44' 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 49639 tq� be attached to walls at their outer ends or restrained by other means. 00 40f, ER LOAD CASE(S) Standard `s'jONAL �G L ti \C<'�NGI EFq`r/o ?. �� 870 2PE cv y N�Aj, OREGO ti�� � 41 On...,c-, BER 1\ Pte. A. He EXPIRES:06/30/2015 April 22,2014 4 I ®IVAArCNTM3-Verify design paamears writ READ riG TES ON THIEVE MOO MITEK RsEFETEPKll PAGE XII 7473 roc 1125/R14 BERME USE Design valid for use only with Mnek 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 Mil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSe-89 and BCSI Bonding Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber it specked,the design values ore those effective DG/02(201.3 by AISC 1 Job Truss Truss Type Qty Ply 5A R41832520 PL14-89_UP FG1 FLOOR GIRDER 1 1 - Job Reference(optional) Parc Lumber&Truss Co., Lake Oswego,Oregon 7.510 S Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:38:08 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-YP3fTBRd4ClWHIKP2mvH00uKrdQGRS_4Za40M 1 zOQTp 1-4-12 I 1-4-0 I - 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8 7 , o i r • .14 5 4 3x4= 3x4 = I 2-11-12 I 2-11.12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 ""' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=253/Mechanical,5=249/Mechanical - FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • WEBS 2-4=-309/0,2-5=-304/0 SSONIO t0--' NOTES ©c Ov WAS i "i' 1)Refer to girder(s)for truss to truss connections. CJ A", C ,- 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TP1 1. 4 / . ..4, +A rj 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 :,� i.'" /. N 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. '/ r,r 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 49639 w� O AGISTER LOAD CASE(S) Standard �S C)V, 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 4101VAL "� Uniform Loads(plf) Vert:4-5=-10,1-3=-100 Concentrated Loads(Ib) 'r�, 87022P� 9r • 7 -0), OR GON ti��� -2 ',1;/ E3ER 1\ Pte. S A. He�� EXPIRES:06/30/2015 April 22,2014 00 ® YeI kN1MJ- sn y /ydetign paramcand READ IES 01i MIS ANL MUSED NIIEK FEFERENa PAGE MIT 7 473 ma 1/25/7/14SETAE'USE Design valid for use only with MIlek 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 resporuibillity of the M iTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Banding Component 7777 Greenback Lane,Sude 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314 Citrus Heights,CA,95610 If Southern Pine(SP)Lumber is specified,the dodge values are those effective 06/06/2013 by/LSC 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 5 Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 1539:05 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-4CVHGrQ2Jvlfg81DV2O2TpL6KD22izQxKwLrgbzOQTq - I 1-6-0 I 1-5-10 1 1 1-2-0 I I 1-4-14 I 2-6-0 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4 = 11 3 4 53x4 = 6 04 ° is 9 ° °3x4 = 8 3x4= 3x4= 3x4=- I I 3-2.10 1 3-9-10 1 4-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X,Y): 18:0-1-8,Edgel,19:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (lac) 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 BCLL 0.0 Rep Stress Incr NO WB 0.22 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=497/0-2-12 (min.0-1-8),7=412/0-2-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . . ONTO TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 � 4; BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 OC pV WASIII WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 4, r " 'C�l+ " NOTES -+C' !r7 -Q,:, 0 l� 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) 4 10,7. ,. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ir' 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to A/J * 49639 c) l ' be attached to walls at their outer ends or restrained by other means. 0e't, 4b/STE0' 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. SsIONAT -t*IG 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,,,,..0 P R QFe Uniform LoadsVert:7(0=-8,1-6=-80 �� �'NGI N CFS Si., Concentrated Loads(Ib) Vert:11=-169(B) 87022PE f / yN i 'nltv `r-0i, OREGO, (1,c.:), <v -QC �' BER R 1,� <c)OS A. HE?' EXPIRES:06/30/2015 April 22,2014 t o ®t4AJS.NT F'•Verity design,;aramecors and READ/50 TES ON TIM ANL i.-:CII/DED KIDS'P,EFERREM7 PAGE KIT 7473 m n 1/J5/2fid ffE 0.4£t/Sr Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Mill ' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown pp pp is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the TyT iTek' erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Crtieda,D5B-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 ff Southern Pine(SP)lumber N specified,the design values are those effective 0£401/2013 by AtSC rt, Cr fl of .. I 9 I, u O 1 m • Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 I (Drawings not to scale) offsets are indicated. Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. •4 Apply plates to both sides of truss 12 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. or X-bracin diagonal TOP CHORDS 9 g,is always required. See BCSI. 01 „ 2. Truss bracing must be designed by an engineer.For '/16 wide truss spacing,individual lateral braces themselves Maillt may require bracing,or alternative Tor I o 11111111Arditpi pbracing should be considered. ■_ O 3. Never exceed the design loading shown and never 0 a stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cr-e ce cs d ,12 designer,erection supervisor,property owner and plates 0 'nd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 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 i, Indicated by symbol shown and/or SYP represents values as published specified. bytext in the bracingsection of theby AWC in the 2005/2012 NDS SF' 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 MiTeke All Rights Reserved approval of an engineer. 4aNNI reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. mil III IIME 111 Min size shown is for crushing only. I1IIproject engineer before use.4o 18.Use of green or treated lumber may pose unacceptable 8.-:.---.8 environmental,health or performance risks.Consult with Industry Standards: ANSI/TPII: 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. ■Te ke BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, M ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013