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Plans (37) sr -v/Ce-c 5z 315'0 ,s w />S A MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-1 19_U P Fax 916/676-1909 3B 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:R41832580 thru R41832590 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. ��R p PROPkcs, �5 ENGINE, /� w 2 ' 870 2PE cn AjO REGON cid 0".„ 't18ER S A. 1-10)'‘— EXPIRES: REXPIRES:06/30/2015 April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-1 19_U P Fax 916/676-1909 3B 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:R41832580 thru R41832590 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. 1ONIO , 7-0 49639 is- 1,11. 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. f Job Truss Truss Type Qty Ply 3B R41832580 PL14-119_UP F01 Floor 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:04 2014 Page 1 ID:SygD?CTgSFZSjSNcSlttiDzR3Xy56BGEXseHTkmRQM5zY0yovnQnBWxSh?SixgeVBzOQRz I 2-60 I 10-10-2 11 1-2-0 110-11-2 1 Scale=1:32.8 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 I 13x4 = 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e _ - eN e o V/ o N e' 44%444444* O O - 17 16 15 14 13 12 3x4 = 3x8= 3x6= 1.5x3 I I 1.5x3 II 3x8= 3x4= 12-6-2 I 11-4-2 LJ 11-2 I 18-9-12 I 11-4-2 b-7-0 0-7-0 6-3-10 Plate Offsets(X,Y): 16:0-1-8,Edge1,17:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.29 15 >767 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.46 15-16 >483 360 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18Btr(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) 17=822/Mechanical,11=822/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yTONTO 44, TOP CHORD 2-3=-2976/0,3-4=-2976/0,4-5=-3689/0,5-6=-3689/0,6-7=-3386/0,7-8=-2944/0,8-9=-2944/0 BOT CHORD 16-17=0/1772,15-16=0/3588,14-15=0/3386,13-14=0/3386,12-13=0/3386,11-12=0/17750c7 01'WASi1. WEBS 2-17=-1913/0,2 16=0/1299,4-16=-660/0,4-15=-57/292,5-15=-281/0,6-15=-62/602,9-11=-1916/0,9-12=0/1262, (, 7-12=-756/0 'fir r ,� t'51NOTES +�G 6 16 t4 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/7P11. "'d a-, 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 Q fit' �6 ci be attached to walls at their outer ends or restrained by other means. ISTh LOAD CASE(S) Standard ONAL G �ycD PRape , cx4GINE-F9 l.0 _kJ870 2PE -sr -t>, 0REGO ti, 4/ CIS A. HER�� EXPIRES:06/30/2015 April 22,2014 1 ®6y41167Ms-Verify de gnpai3tswMtsa,tR€DF7'TTES014TH:UANCMOO MIRK REFERc€M1PAGE MUU7473mc1/2512017REEMIEf/SE Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction k the responsibillity of the `�' ��* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding t5j fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern;Pine Isis)lumbar is upeu'thcd,the design,values axe:thaw ef€eetiue 000312013 byA/SC 111 Job Truss Truss Type Qty Ply 38 R41832581 PL14-119_UP F02 FLOOR 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:06 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-1UJOfDuup4_UhkVT4z2QtKspB?L1ZhZ19E9kZ4zOQRx 2-6-0 1 1-9-8 1 1 1-2-0 1 1 1-6-0 1 1 1-1-12 1 1 2-5-8 1 1 1-2-0 ii 2-0-8 1 1 1-4-0 Scale=1:37.5 1.5x3 I I 1.5x3 II 1.5x3 II 3x6= 1.5x3 I I 3x6 FP= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 e N l'4 n ee = 23 22 21 20 19 18 17 16 15 14 1.5x3 II 3x5= 3x6 FP= 1.5x3 I I 3x8= 3x6 = 12-7-4 I 8-8-12 I 11-5-4 17-OJI 1 17.4-12 1 21-5-12 1 8-8-12 2-8-8 b-i-o0.7-0 4-9-8 4-1-0 Plate Offsets(X,Y): f4:0-1-8,Edgel,f7:0-1-8,Edgel,f16:0-1-8,Edgel,f22:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 22-23 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.09 22-23 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:99 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings Mechanical except(jt=length)19=0-5-8,15=0-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)14 Max Gray All reactions 250 lb or less at joint(s)14 except 23=366(LC 14),19=756(LC 3),15=752(LC 14) 10M0 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. fl' "t;' AI-j Y TOP CHORD 2-3=-700/0,3-4=-700/0,4-5=-304/27,5-6=-304/27,7-8=-468/0,8-9=-468/0, C.) / (rte 9-10=0/571,10-11=0/571,11-12=0/566 BOT CHORD 22-23=0/653,21-22=0/700,20-21=0/700,18-19=0/468,17-18=0/468,16-17=0/468, s0 ` 'i 0 15-16=-22/297,14-15=-286/61 \J WEBS 6-19=-504/0,2-23=-705/0,4-20=-540/0,6-20=0/535,7-19=-642/0,9-15=-821/0, yr 12-14=-66/308,12-15=-457/0 �`' ���S3 NOTES 1)Unbalanced floor live loads have been considered for this design. 4Z5I 2)All plates are 3x4 MT20 unless otherwise indicated. '' ' A , 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. 6)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 R Qpe be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 'Zoo G`I NE ., -/ 44) LOAD CASE(S) Standard <l; 87022P` {" • I N. . g. A1,F R GON ted �/ C, OBER \ C>S & Hen EXPIRES:06/30/2015 April 22,2014 t _ Y f ®WAFsWTMS-Vera' n parammr aitd READ NO TES 0/4 11/IS AND 7h //SEG MZT€K kEFER€Nti PACE MIT 7 473 m l 1/15I2#104 ft£f/S€ Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and s for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown �L�B T 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 IYII fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Buiding 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 5murt,are Pine t'SP)taarstner it spacified,The datigrr amfues are theta effective 96/01/2O13 tat RISC IP Job Truss Truss Type Qty Ply 3B R41832582 PL14-119_UP F03 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 15:41:07 2014 Page 1 ID:SygD?CTgSFZSjSNcS 1 ttIDzR3Xv-VhtOtZvWaO6LIu4gegafQXPz4Ojz19buOuul6WzOQRw I 2-5-4 I 1-2-0 I I 2-0-8 I 2-6-0 I I 1-4-4 I Scale=1:22.2 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x4 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 e I — 41.11/— ....' N P e e ' e o 1K 11 10 g g 3x4= 1.5x3 H 3x4= 3x8= 3x4= 3-11-12 I 2-8-4 13-3-1 3-104 II II 8-7-12 8$¢ 12-9-0 2-8-4 0-7-0 0-7-0 0-1-9 4-8-0 5-i-$ 3-11-12 Plate Offsets(X,Y): 12:0-1-8,Edge),(10:0-1-8,Edoe) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:58 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:8-9. REACTIONS (lb/size) 12=317/0-2-8 (min.0-1-8),8=55/Mechanical,9=738/0-5-8 (min.0-1-8) Max Uplift8=-66(LC 3) Max Gray 12=321(LC 3),8=143(LC 7),9=753(LC 8) 1ONIo FORCES (Ib)-Max.Comp./Max.Ten. All forces 250(Ib)or less except when shown. �$ O wAs - TOP CHORD 2-3=-565/0,3-4=-565/0,4-5=0/538,5-6=0/5334. Y0 11, BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 'r r r 'r WEBS 2-12=-610/0,49=-841/0,6-8=-123/255,6-9=-444/0 NOTES 1)Unbalanced floor live loads have been considered for this design. �� 2)Refer to girder(s)for truss to truss connections. xli� 496394, 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. IS31 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -'ONl- � 6)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. 7)CAUTION,Do not erect truss backwards. ,stLOAD CASE(S) Standard �C..` G v. , ��' 8 s 2PE , 1' tJ> Uy OREGO r'ylQ Od48ER , �S ¢A. HE EXPIRES:06/30/2015 April 22,2014 4 l ®8ARNThO-Verify design paametPrs W REAP RGTES GM 110'..AND i"lGf u O N1T€K 5.EFETsEAT PAGE MIT-7473,c 1/25/224 REOPEUSE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component." Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the `�'�� _ erector.Additional permIXt anent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plote Institute,781 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 [&Southern.Pine[Sts}Welber is spesifted,the tteaiga:values ara:there e4actye 06/01/2014 by MSC re II Job Truss Truss Type Qty Ply 3B R41832583 PL14-119_UP F04 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:08 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-ztRn4w8LhFCw1 fsCO5uytx86o2X1 cal dYereyzOORv I 2-6-0 I 0-8-4 I 1-2-12 I I 1-6-0 I I 1-2-0 I I 1-4-4 I 1-3-0 j Scale=1:18.3 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 3x6= 4 5 6 7 8 e o ® ao 0 O N ' y'� a e 'C.-7V 14 12 11 103x4= g " 3x5= 1.5x3 II 3x4= 3x6= 3x4= I 3-2-8 I 10-6-12 I 3-2-8 7-4-4 Plate Offsets(X,Y): 15:0-1-8,Edge1,110:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.01 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.02 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:51 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 13=559/0-5-8 (min.0-1-8),14=81/Mechanical,9=278/Mechanical Max Uplift14=19(LC 4) Max Gray 13=559(LC 1),14=131(LC 8),9=282(LC 4) "cONIO 114, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O% �t Vi .4j TOP CHORD 2-3=0/260,5-6=-429/0,6 7=-429/0 til ,Cv Q , BOT CHORD 12-13=-260/0,11-12=0/429,10-11=01429,9-10=0/291 G WEBS 3-13=-330/0,2-13=-306/0,5-12=-286/0,3-12=0/470,7-9=-372/0 C k` SN / NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 49639 ' 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14. Q� 4 I$=== 4 t 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 " sNALG be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �� 0, PRQp . ��.\ &NGINE'F� %%�9 $70221' r- y -0j, OR GON eV) lU 9� BERN N ©`S A. He ck EXPIRES:06/30/2015 April 22,2014 4 8 ®W4.€J4T/3.Way dcsignparaax rx3r,1REATJtC77750<`{Tldis"AN&7sK3i €51Mf7€YP,EFESEMETim?47T7473tmu1,/29/26554BL21R£l 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 componentisresponsibility 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 MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Oltenia,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 Seuttasw rine(sc)la,m ser is:specified,the xtaaign xaluas are those effective O51l31/2013 by ALSC Job Truss Truss Type Qty Ply 3B R41832584 PL14-119_UP F05 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:08 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-ztRn4w8LhFCw1 fsCO5uylx4doyH1 a31 dYereyzOQRv I 2-3-12 1 1 1-2-0 I I 1-0-0 I 2-6-0 Scale=1:21.9 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 e® v a -a, OAli— — p N 'V .111111111.111111111111 ,- 12 11 10 9 8 3x4= 1.5x3 I I 3x4= 3x6= 3x4= I 12-7-4 I 12-7-4 Plate Offsets(X,Y): f2:0-1-8,Edgel,110:0-1-8,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) -0.14 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.21 9-10 >707 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 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=549/Mechanical,8=549/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �,ytONIO 114, TOP CHORD 2-3=-1204/0,3-4=-1204/0,4-5=-1646/0,5-6=-1646/0 BOT CHORD 11-12=0/1204,10-11=0/1204,9-10=0/1560,8-9=0/1109 fl' OV WA$ WEBS 3-10=0/263,2-12=-1310/0,6-8=-1198/0,6-9=0/579,4-10=-545/0 NOTES f" 6`" Q1,, to 1)Unbalanced floor live loads have been considered for this design. f' t•3 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. ?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 49634r be attached to walls at their outer ends or restrained by other means. {,� '•tors LOAD CASE(S) Standard S' ° 1flNAL �ckpPROFs i,<ti C'I�EF1Y cSj �* , 87022PE { y -0j, OREG N cp kr "p0 BER .. \-\ A. He# EXPIRES:06/30/2015 April 22,2014 e I ®v6-fm .Ver,'/f deui4n paanaetery and REAR Pr TES ON THIS A//S DOMED`ED MIT€EK REFEREMT IAGE Ma 7473 rt e 3;15/261,BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1111 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 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety€t55a Itsrre PureflP).tum�e information available s m Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA b. Citrus Heights,CA.95610 specifiad tthedouigrr.vaes luwe efectirse 06{09f2013 tryAt C It Job Truss Truss Type Qty Ply 3B R41832585 PL14-119_UP F07 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:10 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-wGZXVaxPIJVw9LpFJp7M1 Al UfcjZVXGK4s7yirzOQRt I 2-6-0 I 0.9-8 I I 1-2-0 II 0-9-4 1 2-0-0 I I 2-5.8 II 1-2-0 I I 1-11-0 - i Scale:1/2"=1' 1.5x3 I I 1.5x3 I I 1.5x3 I I 1.5x3 I I 1 2 3 4 5 6 7 8 9 s a o \^a / `i' e_ — 41111111111114111411111114111411119: 9 e e e s e e 16 15e 14 k 12 11 , 3x8 = 1.5x3 II 1.5x3 II I 3-6-8 1 4-1-8 14-8-8 1 7-8-12 I 10-5-4 111-04 111-74 1 13-9-4 I 3-6-8 0-7-0 0-7-0 3-0-4 2-8-8 0-7-0 0-7-0 2-2-0 Plate Offsets(X,Y): [7:0-1-8,Edgel,(8:0-1-8,Edgel,[14:0-1-8,Edael,(15:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 020 Vert(LL) -0.02 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.04 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:64 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 16=307/Mechanical,13=670/0-3-8 (min.0-1-8),10=223/0-2-4 (min.0-1-8) Max Gray 16=328(LC 10),13=672(LC 9),10=236(LC 4) 010Ni° ite FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-570/0,3-4=-570/0,4-5=-570/0,7-8=-314/0 ZJ� 5 1-S BOT CHORD 15-16=0/567,1415=0/570,13-14=0/466,12-13=0/314,11-12=0/314,10-11=0/314 C. WEBS 2-16=-612/0,5-13=-595/0,5-14=0/291,7-13=-488/0,8-10=-353/0 @� c, WEBS Q NOTES tiltS J 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. fj 3)Refer to girder(s)for truss to truss connections. 49639 r 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. (� 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSVTPI 1. ', > SIS PE 6)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 `.V,s, 0 be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��¢c J PROre Os 144 9 87022P, r yp�'°, OR GON (IC? 4tr S A. n%- EXPIRES:06/30/2015 April 22,2014 B ®mom i -Vert/ydcsign paramc Mrs aa:1 READ f?G 7€S ON mu ANT INCLUDED CYT€N DEFERENCE DADE MITT 7473 rev.,If 2912014 BEMUSE . lair! 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 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mire K* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding f fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 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;SP)tumbef is specified„the design ref ace those Mitre stiye o6/01/2133.3 by.ALSC J Job Truss Truss Type Qty Ply 3B R41632586 PL14-119_UP FO8 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 15:41:11 2014 Page 1 ID:SygD?CTgSFZSJSNcS1 ttIDzR3Xv-OS6vlwyl ecdnnVORtWebaNZcoOvMErXUJWsVFHzOQRs I 2-6-0 I 1 1-0-10 ii 1-2-0 1 1 0-11-2 1 Scale=1:33.2 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x6= 1.5x3 I I 1 2 3 4 5 67 8 9 10 • �e ®-te to O • / - N 1 16 15 14 13 12 3x4 = 3x8= 3x6= 1.5x3 II 1.5x3 II 3x8= 3x4 =- 12-8-10 12-8-10 11-6-10 1F-1-101 I 19-0-4 I I 11-6-10 0-7-0 0-7-0 6-3-10 Plate Offsets(X,Y): F6:0-1-8,Edge).F7:0-1-8,EdOe) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >738 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >469 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(iL) 0.07 11 n/a n/a Weight:86 lb FT=0%F,0 kE BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=831/0-2-8 (min.0-1-8),11=831/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 10NIO it TOP CHORD 2-3=-3020/0,3-4=-3020/0,4-5=-3781/0,5-6=-3781/0,6-7=-3451/0,7-8=-2988/0,8-9=-2988/0 ',,ti,,, BOT CHORD 16-17=0/1795,15-16=0/3655,14-15=0/3451,13-14=0/3451,12-13=0/3451,11-12=0/1798 007 Ov WA3.tij, W '� EBS 2-17=-1937/0,2-16=0/1323,4-16=-685/0,4 15=-28/296,5-15=-266/0,615=-69/599,9-110-1940/0,9-12=0/1285, £ Q Q 7-12=-786/0 41 „a • N NOTES \. 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'd,1j ' 49639 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 lQfY -GISTsvc.- be attached to walls at their outer ends or restrained by other means. CS LOAD CASE(S) Standard <0,ikt.0 P RQpc. 0,2 8 • 2PE � r" y �.5, OREGO r4z G7 C.0 zrER 1\ A. HERS EXPIRES:06/30/2015 April 22,2014 Aif4A5T0-writ,de_liynFaa=mrsa dREADtiG7ESCMIHISAM)IF3u-€f)141T€YIEFEF:DiaPAGEMU7473re&I/2512014BE508E!tS€ '» with Design valid for use only 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 M�TQB." erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1E RR fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPil Quality Crtteda,OSB-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 1f S;ousi,ern Pine%P)Lumbar'it verified,.t9ente-s,ga values aca:'thole a/tatsive 06/00/201.5 fWg MSC 41 Job Truss Truss Type Qty Ply 3B PL14-119_UP F09 Floor 3 1 R41832587 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:11 2014 Page 1 ID:SygD?CTg5FZSjSNcS 1 ttlDzR3Xv-OS6v'twyl ecdnnVORtWebaNZcnOVLErWUJWsVFHzOQRs 2-6-0 I 1 1-0-14 11 1-2-0 11 0-11-2 1 Scale=1:33.2 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 • I_ 1 16 15 14 13 12 E 354= 3x8= 3x6 = 1.5x3 II 1.5x3 II 3x8= 3x4= 12-8-14 11-6-14 0-7-01-1 19-0-8 I 11574 1110-7-0 I 6-3-10 Plate Offsets(X,Y): f6:0-1-8,Edgel,f7:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >735 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >468 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18rBtr(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=832/0-2-12 (min.0-1-8),11=832/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. fO T TOP CHORD 2-3=-3025/0,3-4=-3025/0,4-5=-3791/0,5-6=-3791/0,6-7=-3457/0,7-8=-2992/0,8-9=-2992/0 BOT CHORD 16-17=0/1797,15-16=0/3661,14-15=0/3457,13-14=0/3457,12-13=0/3457,11-12=0/1800 r.dj 11v W,� 447 WEBS 2-17=-1940/0,2-16=0/1326,4-16=-687/0,415=-25/297,5-15=-265/0,6-15=-69/600,9-11=-1943/0,9-12=0/1287, 7-12=789/0 J 4" (r*. ., �' O NOTES v1 ? 1)Unbalanced floor live loads have been considered for this design. 4 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 0.,13 , 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ' 4 be attached to walls at their outer ends or restrained by other means. �? `IS LOAD CASE(S) ternationTOY kks 4.�� Q PR Q>C�6s NGlNF�. l0 .ct. 87022PE 9r" fir 7 �Aj,OREGO 9,,c3 41/ '5b BER4� PSP S4. HES, EXPIRES:06/30/2015 April 22,2014 4 A wAktom Ye-'ydesan parameters 34=READ 1g0TES CPI THIS A i3 tiLED MTV(REFSEtta PAGE mr7413ret,052GI DEWUSE � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 MiTek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qua91y Criteria,D5B-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 if Southerna (5P)wmbek is specified,medeug+ethese af.. a :rnsw06/oa/lois rbyAiSC Citrus Heights,CA.95610 Job Truss Truss Type Qty Ply 38 841832588 PL14-119_UP F10 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 15:41:12 2014 Page 1 ID:SygD?CTgSFZSJSNcS1 ttlDzR3Xv-segHwGyfPwlePfzdRD9g7b6p?PMBzOodYAc3njzOQRr i 2S0 1 1 1-48 1 1 1-2-0 1 1 1-30 1 1-6-0 1 Scale=1:18.9 1.5x3 II 3x4= 1.5x3 II 354= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 0 0 o 0 Z N \y 4 e 6 10 9 3x4= g\/ 1 13x6 = 1.5x3 II L, 3x4= 3x4= 6-9-0 1 7-4-0 1 7-11-0 1 10-11-0 I I s-s-o 0.7-0 0-7-0 3-0-0 Plate Offsets 0(Y): 14:0-1-8,Edge1,(9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 027 Vert(LL) -0.06 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.10 11-12 BCLL 0.0 Rep Stress Incr YES WB 029 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012lTP12007 (Matrix) Weight:50 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=475/0-4-8 (min.0-1-8),8=475/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ogONIO , TOP CHORD 2-3=-1280/0,3-4=1280/0,4-5=-1062/0,5-6=-1062/0 BOT CHORD 11-12=0/925,10-11=0/1062,9-10=0/1062,8-9=0/624 WEBS 2-12=-998/0,2-11=0/384,4-11=-21/333,6-8=-750/0,6-9=0/566 {1i Ew. �`Olt1. 1)Unbalanced floor live loads have been considered for this design. Ji 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -,,e 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13V X 3")nails. Strongbacks to 49639 t, be attached to walls at their outer ends or restrained by other means. 3I31 LOAD CASE(S) Standard ::#) <C" ‘1-'R �c,� tiNG�NEF9 /0� 8 s 2PE / t— • ZEN t�-0OREGO ci,©4v A. NE EXPIRES:06!3012015 April 22,2014 A 1 A t±tAzSP+tIM1€a-Verify dc_iyrl pramfen.;nd FSO ACTE5 OY 17{:`s"AND€: L£--€0 MST€!f RE€€i€€Ma NIGE MIT 7473 rc c L f Z9f1SrI€BEME lIS€ �` Design valid for use only with Mffek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicabirdy of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown ' ., is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1811 Quality Criteria,0SB-89 and BCSI Building Component 7777 Greenbackea,k L ne,Su Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. If-Southern Dine tSPI lumber is epex:red,the Se-sig.vetoes arm/tense...Most-bre cefOOJ2Ol4 beAt&C. Job Truss Truss Type Qty Ply 313 PL14-119_UP F11 Floor 3 1 R41832589 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(Optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:13 2014 Page 1 ID:SygD7CTgSFZSjSNcSIttIDzR3Xv-(gEg7czHAEtVOpYp xh3fof?ZpmNis4nmgLc.JAzOQRq I 2-5-4 1 1 1-2-0 I I 2-0-8 I 2-6-0 I I 1-5-0 I Scale=1:22.3 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x4 II 3x4= 1.5x3 II 1 2 ® 3 4 5 6 7 ' e o .i'''' 14111111111114111111111111111111411111114111111111111% —111.61.111.1111 — -1101/1111.— C N e e e e hid 1 C 11 10 �, 354= 1.5x3 I I 3x4= 3x8= 3x4= 3-11-12 I 2-8-4 8-7-12 1761 2-8-4 0-7-03-3-4 1 3- 0-7-0 0--84-8-0 a 12-9-12 I a a o ac-5 gg aaa Plate Offsets(X,Y): (2:0.1-8,EdgeL(10:0.1-B,Edge1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:58 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: REACTIONS (lb/size) 12=317/0-2-8 (min.0-1-8),8=60/0-2-12 (min.0-1-8),9=739/0-5-8 (min.0-1-8) 6-0-0 oc bracing:8-9. Max Uplift8=64(LC 3) Max Gray 12=321(LC 3),8=146(LC 7),9=754(LC 8) ,10N10 44, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-565/0,3-4=-565/0,4-5=0/538,5-6=0/533 t) (� (� Ij y, BOT CHORD 11-12=0/565,10.11=0/565,9-10=0/370 . 0 1. WEBS 2-12=610/0,4-9=-841/0,6 9=-452/0 '<' I 4.. .,,,, {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)12,8. ' ' 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. i �67 �;` 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. +'(', OIS1 P 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `��}jSjAj 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 41.1 `t 870 2PE 9r- cn c 7 �'flj, OREG N (1 4/ -Po 448ER .0 �Q �S A. HER EXPIRES:06/30/2015 II April 22,2014 __ / A t ARNAG_Vent rtesign rarane tsrs lad READ Pr IES CF THIS AM mama MIR'REFEREI PAGE 1111.1473 vie 1,119/MO BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 MiTek° fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI BUBding Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA.95610 if Sauthoocfnirre(SP)lumber is ci8ieg,thtdeslgn vafues are.these effective 06/01/2013 try RISC Y/ ' Qty IPIy as Truss Truss Type R41832590Job1 Floor t PL14-119_UP F12 Job Reference(ootional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:14 2014 Page 1 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon ID:SygD?CTgSFZSISNcS1ttIDzR3Xv-o1o2Ly_vxX?Mey70YeCICOBAgD3URJlw?U59rczOQRp 1-9-8 1-2-0 I I 1-3-4 I 1-6-0 I 1 2-6-0 I II Scale=1:16 5 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3 4 5 6 1 2 ,. ti ".„.t...,,,.,.......,,„,„...„.„,,,,,...„,.....,..„...„.. -, -Z.' o N 8 3x4= 9 7�( 10 3x4= 3x4 = 3x4= 4-6-8 1 5-1-8 1 5-8-8 1 8-8-12 I I 4-6-8 0-7-0 0-7-0 3-0-4 Plate Offsets(X,Y): 18:0-1-8,Edclel,19:0-1-8,Eduel GRIP LOADING(0. SPACING 1-7-3 CSI DEFL in (loc) I/defl Ud PLATES GRIP220/1 Vert(LL) -0.04 9-10 >999 480 MT20 TCLL 40.0 Platesumbr Increase 1.00 TC 0.20 Vert(TL) -0.09 9-10 >999 360 Lumber Increase 1.00 BC 0.20 TCLL 10.0 WB p 19 Horz(TL) 0.01 7 n/a n/a Weight:39 lb FT=0%F,0%E BCLL 0.0 Rep Stress YES BCDL 5.0 Code IBC201212/TPI2007 (Matrix) BRACING TTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except TOOMBER P CHORD 2x4 DF No.1&Btr(flat) verticals. BOT CHORD 2x4 DF No.18Btr(flat) BOT CHORD Rigid end eiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS (lb/size) 10=378/Mechanical,7=378/0-2-12 (mm.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. portio TOP CHORD 2-3=-757/0,3-4=-757/0,4 5=-757/0 eft w' j� y ktW BOT CHORD 9-10=0/684,8-9=0/757,7-8=0/476 Ci.t S 0O t, EBS 2-10=738/0,5-7=-572/0,5-8=0/382 f.. :d NOTES c6 .3 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. ': truss Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. � 6 * 4)This ss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r6 CCCrrr,,, 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 044' kr G be attached to walls at their outer ends or restrained by other means. �$ ONAL LOAD CASE(S) Standard �'cO PROP � �NGINE�9 f�� 87022PE 9{ cn >W y SAT°REG Nfi'O � AMBER 1\ c©S & HON , EXPIRES:06/30/2015 April 22,2014 a wAr g a Veal!,de.Ogn rar uicSrs ad Fri WITS Gh MS AK MUM#f Kor FEA£t P rs shown,a tid f7473 nd vidu/al but dncomponent. MUSE Design valid for use only with MiTek connectors.This design is based only upon pa is for abiof ort of individual web members only.Additionaltemporary}is bracinonsibility ng to insurefsttabdli�Ity during construction tithe esporuib ty of the Ile 1( e erector.lateral .AdditionalSupp7777 Greenback Lane,Suite 109 fabrication, upermanent ge,delivery,the erection overall structure is theresponsibility of the building designer.SB- 9 and guidanceig regarding 77775 reenba,CL,ne, fabrication.quality control,storage, erection ad bracing,consult ANSI/rPll QuaBly CrBeda,DSB-89 and BCS(Building Component 1k Information tt"e nmi e(Sn)available from Truss Plate t des design l an Sheet, tsz se affoedi e 06/0112oi3 by t 22314. 1 Symbols Numbering System PLATE LOCATION AND ORIENTATION Y General Safety Notes 34' Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property Miltoffsetsare indicated.1 (Drawings not to scale)1 Damage or Personal Injury Dimensions are in ft-in-sixteenths. h? and Applyfully platesembed to both sidesteeth. of truss 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0-1/16 C1-2 C2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves lialli,044: may require bracing,or alternative Tor I 1.1.11Ilillgai Op bracing should be considered. O � =O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate plates 0114 'nd' from outside BOTTOM CHORDS designer,erection supervisor,property owner and edge of truss. 8 7 all other interested parties. 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO loc and arembeg fully.Knots and wane at joint connector plates. THE LEFT. locations regulated by ANSI/TPI 1. "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 7 the senvn ironmentssumes tin accorrusses d l bwth ANSI/TPlotected from software or upon request. NUMBERS/LETTERS. 1. 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 The first dimension is the plate ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 10.Camber Is a non-structural consideration and is the to slots.Second dimension is camber Tory of fabricator.General practice is to 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 LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: j Indicated by symbol shown and/or SYP represents values as published in all respects,equal to or better than that by text in the bracing section of the by AWC in the 2005/2012 NDS specified. output. Use T or I bracin SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at if indicated. g with effective date of June 1,2013 spacing indicated on design. BEARING 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. IIndicates location where bearings 15.Connections not shown are the responsibility of others. (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior =, reaction section indicates joint ©2012 MiTekOO All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MN MN ' 18.Use of green or treated lumber may pose unacceptable Industenvironmental,health or performance risks.Consult with NSI/T 1 Standards:Ntioproject engineer before use. ANSI/TPI l: National Design Specification for Metal IMIIPlate Connected Wood Truss Construction. 19.Review all portions of this design(front,back,words DSB-89: Design Standard for Bracing. and pictures)before use.Reviewing pictures alone BCSI: Building Component Safety Information, MiTek snot sufficient. 0 Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013