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Plans (91) mum g pine APR 4 1016 I1iTek ` $ MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Re: PL14 90UP Telephone 916/676-1900 Fax 916/676-1909 5B The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R41832522 thru R41832537 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. 'tAkto PRop x,NGlNEF� o)0 8 ► 2PE /r p �A), OREGON err‘ 4// Cep Os, A. He. �A 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. 4 Mo mu 9 MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 91 6167 6-1 900 Fax 9161676-1909 Re: PL14-9OUP 5B The truss drawings)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R41832522 thru R41832537 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. OTONIID GO%Edi WM r 49639 a sr, 00. April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitabilityANSe of this component for any particular building is the responsibility of•the building designer,per Job Truss Truss Type Qty Ply 58 PL14-90UP F01 Floor 6 1 R41832522 Job Reference(ootionall Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:21 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UYcHTKdJclYpmObb_IRPgo7B0ohg07S71HOPDhOrzOQTa I 2-6-0 I I 2-2-9 II 1-2-0 I I 2-4-11 I Scale=1:28.6 1.5x3 11 3x5= 1.5x3 II 3x4= 1.5x3 11 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 8 el \ 1:i, e e 13 12 11 10 �i 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-1 11-4-9 I 9-11-9 1011x1 111- 0 3 1 I I 1s1z 9-11-9 o-l-e 0-7- 16-4-125-0-3I 5-7-0 0-1-8 Plate Offsets(X,V): 110:0-1-8,Edoel,111:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 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. o"� TOP CHORD 2-3=-2463/0,3-4=-2463/0,45=-2532/0,5-6=2532/0,6-7=-2532/0 BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 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 4* gIt .rX NOTES 00 �,:; O 1)Unbalanced floor live loads have been considered for this design. N 2)Refer to girder(s)for truss to truss connections. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 ei 49639 q` be attached to walls at their outer ends or restrained by other means. ISTE t LOAD CASE(S) Standard �SIONALG \c NGIN4- . io ` • 87022PE r- 7 `% OREGO rL� sc 11 44f N `9 A. Heck EXPIRES:06/30/2015 April 22,2014 r, I W iNS-Vc lr7y did sin;ararakaxrsandREteD19t4TESG*17dtFSt7NC(UDEt)#dIT£KREFERENCE PAGE idZl7.73rnci,/IS/20fd94FUSE ....•• Design valid for use only with MOek 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 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the - ._ itri IC" erector.Additional perrnanent 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,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. a�trnteatPine )+ r IS flies,nheakasig, fuel are those effactive 06/01/2013byAtSC Citrus Hephis,CA,95610 Job Truss Truss Type Qty Ply 5B R41832523 PL14-90UP F02 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3922 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-4U1 igfdfJ7uFCIZU_7B2fOY183goBcGRF3yEw5zOQTZ 1 1-6-0 1 1-3-4 1ah—&3�1 2-3-0 I 1 1-2-0 1 1 1-65 1 2-6-0 I Scale=1:27.7 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 34X— 4 5 6 .7 8 9 10 e . .11 ./ o O ` ° \ N N 4 0 0 0 0 I I°°.I°I°I 1' -NI... r ' 9 e e 17 15 14 13 12 11 3x4= 3x6= 4x5= 3x5= 1.5x3 I I 3x4 = 3x4= 15-10-12 I I 3-0-43-0-4 1 12-10-8 Plate Offsets(X,Y): 17:0-1-8,Edae1.112:0-1-8.Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.07 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.10 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:74 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 16=1266/0-5-8 (min.0-1-8),17=-335/Mechanical,11=456/Mechanical Max Uplift17=426(LC 4) Max Gray 16=1266(LC 1),17=4(LC 3),11=457(LC 4) 00/ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown o1 WM& `t' TOP CHORD 2-3=0/1294,3-4=0/750,4-5=01750.5-6=-i002/0,6-7=-1002/0,7-8=-1099/0, '4 G* 8-9=-1099/0 Q BOT CHORD 16-17=-664/0,15-16=1294/0,14-15=0/331,13-14=0/1099,12-13=0/1099,11-12=0/890 48 tTSTS WEBS 3-16=-718/0,2-17=0(798,2-16=-882/0,5-14=0/737,5-15=-1177/0,9-11=-960/0, f 9-12=0/379,3-15=0/856 ...Tr NOTES �+� 4963TE q, 1)Unbalanced floor live loads have been considered for this design. GIs 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 17. �'S/0NAL0CS 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. �tiRO P R QFFss LOAD CASES) standard Y4Co N tt4 E,9 ../o 870 2PE �1- F�A�OREGO qo...,,,,,40 ")-• 4.8ER . ¢' S ,4 HE EXPIRES:06/30/2015 April 22,2014 e , ®KAMM-Verity*lip paransxtsrs and READ t, IES ON THIS AND MIMED N17EK REFERENCE.ME H11-7473 re81/28/201d BNO1EUSE 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 B responsibility of building designer-not truss designer.Bracing shown As for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the ■ �T�1.R' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BYB 1 fabrication,qualify control storage,delivery.erection and bracing,consult ANSI/T911 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 D&c in rPi o available its specified, PlateWg u¢ Suite 01j2013 byy.At2f314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 5B R41832524 PL14-90UP 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 15:3923 2014 Page 1 ID:j7axn40sHnThlyaUAczw0szX1l1Y-Ygb42?eH4R06gvBgYgiHCc57kT4Ew0FaTjinSYz0QTY 2-6-0 I I 2-5-1 I I 1-2-0 I I 2-4-11 1 Scale=1:28.9 1.5x3 II 3x5= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 3x6 = 1.5x3 I I 1 2 3 4 5 6 7 8 o o , N e AI, e 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 1c0,.-113"89 111-5-9 ii 16-7-4 1 10-2-1 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): f10:0-1-8,Edpel,f11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. laNIO 114, TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 ��CP v Vann. 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 4 '" �"„›, Si�i5 NOTES k-. O CZ 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. 1r. 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 toy be attached to walls at their outer ends or restrained by other means. +t1 49639 i;* LOAD CASE(S) Standard 9,e, e.G/S 41.10 SIaNAI$ 4,(co-ci,'>�o PROF,. 870 2PE r- y ‘1%ATOREG N tis L '- 48ER A\ C3- A. Hen EXPIRES:06/30/2015 April 22,2014 f 1 A WAANDE-Verify ries•�n;.aralak6=_rs and READ MFS ON WS AM 7NC5 t€FO iyITEKifFF:7sENCE PAGE 19117413 rex 3,/24/2t2dWORE USE iiin Design valid for use only with MOek 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 e 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/791I Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. if Southern Pin*(W)lumoerh c"rfien,the design winesmethane effective DS/01/2013by&BSG Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 58 R41832525 PL14-90UP F04 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3924 2014 Page 1 ID:j7axn40sHnThIyaUAczw05zX1 UYOS9SFLfvrk8yS3it6YDWpeEXtNnfT6kiNRL?_zOQTX I 2-3-0 I I 1-411 11 1-2-0 I I 1-0-9 I 2-6-0 I Scale=1:31.6 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 11 3x4= 1.5x3 II 1.5x3 H 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 //// e e O N N e e e ...11 1 15.1 15 14 13 12 11 3x4= 3x8= 3x5= 3x4= 4x4= 3x4= 14-3-11 1 Iii 13-1-11 1 13-8-111 1 18-14 1 0-7-0 0-7-0 3-9-9 Plate Offsets(X.Y): f12:0-1-8,EdoeL f13:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.33 13-14 >663 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 13-14 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 16=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. y�ONIO TOP CHORD 2-3=-2635/0,3-4=-2635/0,4-5=-3446/0,5-6=-3446/0,6-7=-2477/0,7-8=-2477/0,8-9=-2477/0 c7 �{s BOT CHORD 15-16=0/1550,1415=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721 d `�/r WEBS 7-13=0/354,8-12=-569/0,2-16=-1700/0,2-15=0/1191,415=-679/0,6-14=0/405,9-11=-1858/0,9-12=0/1092, {t 4�G tr s-13=-860/0I A,a I .. V5 NOTES N as 1 1)Unbalanced floor live loads have been considered for this design. T 2)Refer to girder(s)for truss to truss connections. 4'r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 449639 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 O 4•GIS'r be attached to walls at their outer ends or restrained by other means. 4'10 V7 NAL LOAD CASE(S) Standard ��0 PROp k.c 4NGINE,9 ../:,..0. 4. 87022PE r yAj, OREGNti�a 9�, MBER .%\ US A. HRP EXPIRES:06/30/2015 April 22,2014 4t Q wAitimc-Verify designparanxt0srs andREA.SI TES ON THIS AND mum 0HITE(REFERENCE PAGE Nil-7473sec3/29/2'IdBfflI4fEt Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction's 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/TP11 Quern),Csiteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 SafelyH information1rePi lEISP))eattaee specified. 6�1a}e 41e lino 781sts areeStrese t,feel tine 02 13 by AL 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 5B R41832526 PL14-90UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:26 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-zFGDgOgAMMOghMsFDzG_gEjdrh4P7Ju1 AhwS3tz0QTV i 1-3-0 i 1 1-1-1 i 1�2-0 i 2-4-15 I 2-6-0 Scale=1:35.4 4x5= 3x4= 3x4= 3x4= 3x4= 4x4= 3x6 FP= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 e _ I • 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 14-5-95-0-91 7D-9-8 14-5-9 7-0b-7-0 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 (loc) I/deft 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. 010N.10 TOP CHORD 2-3=-2003/0,3-4=-2003/0,4-5=-3413/0,5-6=-3413/0,6-7=-4247/0,7-8=-4247/0, 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=-4230/0,12-13=-3519/0, aCO1 WAN, , 13-14=-3519/0,14-15=-3519/0 W 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, 1 ' M'ie, Q 19-20=0/3519,18-19=0/3519,17-18=0/1990 WEBS 12-19=-357/0,13-18=-426/0,2-26=-1375/0,2-25=0/1183,425=-987/0,4-24=0/813, N 6-24=-618/0,6-22=0/446,15-17=-2149/0,15-18=0/1659,10-20=-272/35,11-20=-327/0, ! 12-20=0/1057 r NOTES �"4 .4i 496 1)Unbalanced floor live loads have been considered for this design. �', G? 2)All plates are 1.5x3 MT20 unless otherwise indicated. cSS+io V:t4CS 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. _op P R OFFsS' LOAD CASE(S) Standard ic, �14 ,INEk. ,c�ii �' 87022PE 9r' (11 CV y �'°,, OREG*N ti� 1 9On SER ."� .r ,,S & H �P EXPIRES:06/30/2015 April 22,2014 t f ®GPAI{NIV3-Verity design paramears and READ DOTES ON MIS AND MIXED IXED NITER REFERENCE PAGE HII 7473 rev.I,/19/2(120 B FtSSE IMINIMII Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 11111• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the ��e IC - . . erector.Additional permanent bracing of the overall structure is the responsibility otthe building designer.For general guidance regarding M 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 1f SOU thine Bine(Sill bnnber is specked„the design vsttaes ae tbaso adfertrve 06/01/2015 byALSC Job Truss Truss Type Qty Ply 58 R41832527 PL14-90UP F06 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 15:3926 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-zFGDgOgAMMOghMsFDzG_gEjkKhEo7WE1 AhwS31ZOQTV I 1-4-0 I 2-6-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 II II ill r.Aiiii .Il1rA .t4II Illi0 N IMIL,. 5 Pi 4 -' 3x4= 3x4= 9-1-81 4-10 I 1-83-11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 """" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012JTP12007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=174/Mechanical,5=174/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1ONIO 44. NOTESWAS/4)s t{4 1)Refer to girder(s)for truss to truss connections. 0.C7 Ov �JY' � 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. G ,rti' �r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. E,� -fu . 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 e 'i' 4 be attached to walls at their outer ends or restrained by other means. i _ 9 LOAD CASE(S) Standard {fir ott 49639 R °., �crs�e ' s ONAL 4,E1't0 PROpk. 87022P, r y SAT OR GON 15)G7 EXPIRES:06/30/2015 April 22,2014 4 / ®WA.RNI,M3-Veetydesfin promoters and REA0IC IFS OtfTHIS AND€ um ICIEK REFERENCE PAGE MU 7473 mci,,/2S/MON El Design valid for use only with Mitek 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 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 Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 NSauthem pine('SPPtumbes is spot ifed,the-Ale-lige values ace-them effective 06/01/2223 by ABSC Job Truss Truss Type Qty Ply 5B R41832528 PL14-90UP F07 Floor 5 1 Job Reference(optional) _ Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:28 2014 Page 1 ID:j7axn4OsHnTh yaUAczwOszX1 UY-veOz5iiQuzeOwgOeLOlSvfozjUmsbGBJd?PY81zOQTT I 1-7-12 I I 1-8-15 1 1 1-2-0 11 1-4-9 I 1-6-0 1 Scale=1:30.1 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 I I 3x4= 1.5x3 II 3x5= 1.5x3 II 1 2 308 3 4 5 6 7 8 9 10 11 e e e b J. 19 17 16 15 14 13 '. 3x4 I I 3x6= 3x8= 3x5= 3x5= 1.5x3 I I 3x4= 3x4= 1 1-10-12 21114 17-5-4 1-10-12 0-128 15-5-0 Plate Offsets(X,V): 12:0-3-0,Edgel,f8:0-1-8,Edgel,f13:0-1-8,Edgel,f19:Edge,0-1-81 LOADING(pst) SPACING 1-7-3 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.18 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.27 14-15 >687 360 BCLL 0.0 Rep Stress lncr NO WB 0.67 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight 83 lb FT=0%F,096E 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 (Ib/size) 18=1194/0-5-8 (min.0-1-8),12=627/0-2-12 (min.0-1-8) Max Gray 18=1194(LC 1),12=662(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. rTONR) 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, aZj Q y}r k} 7-8=-2379/0,6-9=-1741/0,9-10=-1741/0 `�V BOT CHORD 17-18=-670/0,16-17=-32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741, �./ T t �' td 12-13=0/909 � ) 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, N 4-16=0/641,4-17=-935/0,10-12=-1092/0,10-13=0/1027,2-17=0/1309 \t NOTES r0 /?r 1)Unbalanced floor live loads have been considered for this design. ��69±�p4t/" 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. ��' 'IS 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4"VIO1sTt1L ° 4)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. 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. 13 P R°Fe-, The design/selection of such connection device(s)is the responsibility of others. �Q" 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). —�., �>NGINE /� LOAD CASE(S) Standard w -y 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 87022PE Uniform Loads(plf) Vert:12-19=-8,1-11=-80 Concentrated Loads(Ib) Vert:1=-304(F) P �'4,;OREGO; ti9 IV 4 -IP 0\ ��' k HES EXPIRES:06/30/2015 April 22,2014 _ r A WA3€Af7,M-Yeritydesiga paramozrs asd READ t TES ON TRFSANL 7 €9 ED MFTEX REFERENCE PAGE MEl-7 473 Mk 1/25/26145 FGfE1J5E Design valid for use only with MTek 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 is for lateral support of individual webs members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSI.89 and ICS Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus He'hts,CA,95810 Nso Southern fSP)tumis spec-i f thedissiiw mtheca e e /O1/2O13byAosc g Job Truss Truss Type Qty Ply 5B R41832529 PL14-90UP 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 15:39.28 2014 Paget ID:j7axn40sHnThyaUAczwOszX1 UY-veOz5iiQuzeOwg0eLOISvfo4nUv9bNVJd?PY8IzOQTT I 2-6-0 10-6-10 1 1 1-2-0 1 1 1-4-14 I Scale:3/4"=1' 1.5x3 I I 1.5x3 11 1.5x3 I I 1.5x3 I I 1 23x4= 3 4 53x4= 6 0 N -- ,...._.---'"---- -----------------------\----\- ---.i.e e 1 9 8 3x4= A� 3x4= 3x4= 3x4= I 3-1-2 3-f- 3-9-10 1 4-4-10 4161 8-6-8 1 3-1-2 0-1 0-7-0 0-7-0 0-1 4-0-6 Plate Offsets(X,Y): 18:0-1-8,Edael.f9:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=370/0-2-12 (min.0-1-8),7=370/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. _t tONIO }__ TOP CHORD 2-3=-732/0,3-4=-732/0,45=-732/0 ` 'Zl BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 a� p' �+'AsAjl '+q WEBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 G "`� * G NOTES '- O tit 1)Unbalanced floor live loads have been considered for this design. / t3 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. -r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to49639A:i ' be attached to walls at their outer ends or restrained by other means. (�, 4,,, ,0, LOAD CASE(S) Standard SSNAO 'S,��tio PROFF0co ,t,\GINE6' 870 2PE 0 04 7 -5,..()REG() ei �/ A. He EXPIRES:06/30/2015 April 22,2014 4 a ®MANTIC.Verify-dxsiga parameters and READ hnTES ON THIS AM 1 2U058 NTTEY FtEFERE/T PAGE NU 7413 rec 1/29/2ti49fRTffEttSE 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 ■��l is for lateral support of individual web members only.Additional temporary.bracing to insure stability during construction is the responsibillity of the T ek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/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 Pille tSP1 luttabtex is specified,.the ttesignbafi+acsax 'e *a effetcthie 06/01/X113byrAt5C Job Truss Truss Type Qty Ply 5B R41832530 PL14-90UP F09 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 15:3929 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-NcyL12j2fHmFYgbgv5phStLFYuG7KsvTsf96gCzOQTS I 2-6-0 I 0-5-6 I .I 1-2-0 I I 1.7-2 Scale:1"=1' 11.5x3 I I 2 354= 31.5x3 I I 4 3x4= 51.5x3 I I O 4 N e � e 6 9 8 71.5x3 II 3x4= 3x4= 3x4= I 3-0-14 3r2-8 3-9-6 1 4-4-6 1 6-2-8 3-0-14 1 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): f4:0-1-8,Editel,f8:0-1-8,Edpel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.12 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:29 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 9=267/0-2-8 (min.0-1-8),6=267/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'TONIC TOP CHORD 2-3=-362/0,3-4=-362/0 BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 EBS 2-9=-456/0,4-6=-424/0 OOV '74PV. W NOTES 7� 0. _, O� to 1)Unbalanced floor live loads have been considered for this design. f N 2)Refer to girder(s)for truss to truss connections. 4 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. gr 4) 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'd ,49639 $, 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ., 0/$TS LOAD CASE(S) Standard $IONALle, S \ti_'to PROPS 10,1 kJ 870 2PE r" N >" Aw y -0).OREG N (1'Q 14/ 4DS A A. H 4`\4P EXPIRES:0613012015 April 22,2014 4 _ t WRY;R -Verify design zaraax=iars and READ hO TES OS MIS AND MIXED MITER REFERENa PAGE m 7473 m 1,129/2010 REDREW Design valid for use only with Wet connectors.This design is based only upon parameters shown,and is for an individual building component. I�" Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 8,for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the . . _gi(e� �r,, -_ -erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding -- - - �W l 11141K -1 fabrication,quality control,storage,defrvery,erection and bracing,consult ANSI/TP11 Quality Criteria,13311-89 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 Feet-here Wm herete(SP)lumber h eci4-ted,nhedasign sretWARMare.threca affective 0001/2011byAtSC Job Truss Truss Type Qty Ply 5B R41832531 PL14-90UP F10 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:30 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-OWjWOjgQau6A_AOSoKw 4uKNIS83Cjc4JufCezOQTR I 2-3-0 I 1 1-7-11 11 1-2-0 I I 1-4-9 I 1-6-0 I Scale=1:26.9 1.5x3 I I 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 • e _ e_ a - N /\ / \ N e e 10111"..1.1°. b e i 1:4 14 13 12 11 3x4= 3x6= 3x6= 1.5x3 II 3x4= 3x4= 12-3-11 11-1-11 11.8-111 I 15-5-4 1 11-1-11 0-7-0 0-7-0 3-1-9 Plate Offsets(XX): 16:0-1-8,Edoel,111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.18 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.28 12-13 >663 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:70 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 15=673/0-4-4 (min.0-1-8),10=673/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01 ONTO TOP CHORD 2-3=-2121/0,3-4=-2121/0,4-5=-2434/0,5-6=-2434/0,6-7=1775/0,7-8=-1775/0 WBOT CHORD 14-15=0/1291,13-14=0/2467,12-13=0/1775,11-12=0/1775,10-11=0/925 cf 01 WASIi,, ` EBS 7-11=417/0,2-15=-1416/0,2-14=0/910,4-14=-380/0,5-13=-274/0,6-13=0/820,8-10=-1112/0,8-11=0/1049 (, S W0 1 AT 4, 0 '46 NOTES 07 N 1)Unbalanced floor live loads have been considered for this design. / 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. rd ,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 11i 49639 4. be attached to walls at their outer ends or restrained by other means. 0.4, ktGramaihig 447 LOAD CASE(S) Standard SIONAt. G A($O PROF . Fss. CtNFF � �. �- 0 ,, � R 870 2PE N " .,/1ti y -.0j,OREGO (Z'°A `S A. Hea EXPIRES:06130/2015 April 22,2014 ei ®t9ARNI4£J.Ver,-ff*lip paramersrssod REM NOTES ONMAW tMIIIDEDNIT£KREFERENCE PAGE H 7473fru.1,/29/20t3f' 4B 3ATE " Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members.only.-Additional temporary bracing to insure stability during construction is the resporuibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/79ii Quality Criteria,OSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate+ —PinefSP)tturrr ea is specified,theaatetsigrr.781 N.Lee•stues eec thhooseeaf tine 16/01f2013 byALEC 4. C'Nus Heights,CA,95610 if i Job Truss Truss Type Qty Ply 56 R41832532 PL14-90UP F11 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:30 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1UY-rOWjWOjgQau6A_AOSoKw 4uPzIbT3Hwc4JufCezOQTR I 2-6-0 I0-5.10 1 1 1-2-0 I I 1-6-14 Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 \\= .___________________0 N N 1r.�7 9 e 8 e 3x4= �I �LX� 3x4= 3x4= 3x4= I 3-1-2 3-?-10 3-9-10 1 4-4-10 4(6-2 8-8-8 I 3-1-2 0-1-80-7-0 0-7-0 0-1 4-2-6 Plate Offsets(X,Y): 18:0-1-8,Edgel,I9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) I/deft Ud PLATES GRIP , TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress 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 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=377/0-2-12 (min.0-1-8),7=377/0-4-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,�ONIO 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 G��j � q5r WEBS 2-10=757/0,2-9=-28/290,5-7=-737/0 6 NOTES hk- 40cd , ti 1)Unbalanced floor live loads have been considered for this design. i N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. lir 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 *P49%304, be attached to walls at their outer ends or restrained by other means. % to . LOAD CASE(S) Standard AS1O -AL G '• V' R /0 87022PE v N yCEGOBER 1' . . d- q. Her' EXPIRES:06/30/2015 April 22,2014 t t ®WARNEMI-Yer:Ppdesign parameasrs and READ ROTES OP{MIS AM 111 LT ED MUERREFEERENCE PAGE Ma 1473 ret.1,28/20140MIEtiSE Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and'u for an individual building component. fal' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown - - isforiateraksupporFof individual web members only.Additional temporary bracing to insure stability during construction a the responsibillity of the -°_:x, --K,e. mile** 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/IPII Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Carus Heights,CA,95610 at Southern Pine(SP)tunsbea is weciftrad,the de3a;ntiatuas arethose a ff*ctive 06/011201.3 fsyMSC Job Truss Truss Type Qty Ply 58 R41832533 PL14-9OUP F12 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:31 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-JD46jkklBu0zn71DOWr9XlQW2ipMofRmJzeDk4zOQTQ I 2-6-0 I I 2-3-5 ii 1-2-0 it 2-4-11 I Scale=1:28.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 o I / O N Ic V e ee 19 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 16-5-8 I 10-0-5 10-1--s3 10-7-9311 5-0-31 105 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edpel.r11:0-1-8,Edpel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/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. '1*tONJO TOP CHORD 2-3=2476/0,3-4=-2476/0,45=-2549/0,5-6=-2549/0,6-7=-2549/0 p,T` BOT CHORD 12-13=0/1527,11-12=0/2827,10-11=0/2549,9-10=0/1522 0.C70V WAST 4'�`�yp+ 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 C.i A NOTES i I.S' g . �t 05 N1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. IN. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r T.°'. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to day 46g�f1 �* be attached to walls at their outer ends or restrained by other means. (71� ,Gjs " LOAD CASE(S) Standard 'SIGNALVV ROre \`��� GPEFgsWQ. 4 87022PE r- / N y1<‘-5,OREGO ti� ''PCs SER A"' Os A. Hev‘P EXPIRES:06/30/2015 April 22,2014 4 d ®tCS0JWIM3•VodIrdesigapomomssrsand READ WEED OH7RIS AND MIXED MITER REFERENCE t MIT 1413 sec T;/25/261&DWARF USE 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 6 responsibility of building designer-not truss designer.Bracing shown i isfor 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 _ ---I B BI fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualtiy Cdtedn,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 tttaruthercPsne(SSP1 ta.imtsar is specified,the designsretsues arethose eadastive 06/01fJ013 tsyA SC Job Truss Truss Type Qty Ply 513 R41832534 PL14-90UP F13 Floor B 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:32 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-nPeUx4IxyC8gPHKPaDNO3Vzcx55RX5zvYcNmHWzOQTP I 2-3-0 I 1 1-411 11 1-2-0 II 1-2-5 I 2-6-0 I Scale:3/8"=1' 1.5x3 II 3x6= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 4x5 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 N 6 _ A.444444,440440.44,„ _O _ O e O _\ N e 'X 15 14 13 12 TT 3x4= 3x8 = 3x5= 3x4= 4x4= 3x4= 14-3-11 I 13-1-11 13$-111 I 18-3-0 I 13-1-11 0-7-0 0-7-0 3-11-5 Plate Offsets(X.Y): 112:0-1-8,Edael,113:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 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(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 16=797/0-4-4 (min.0-1-8),11=797/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01 ONTO 44, 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=0/17319C7 01 A'ASp 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, ��, � 43' 6-13=-853/0 4, ati� : �t NOTES I t4 1)Unbalanced floor live loads have been considered for this design. tke 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. ,r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, ,1% 49639 4j 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 OA 4 'Q r be attached to walls at their outerends or restrained by other means. . ",,S* LOAD CASE(S) Standard SIONsi AL � ���ED P R Qp, ,Soca �NGI NFFR, ,O- ji 87022PE r" cv y 4j,.UREGQ,r, Os. A. NE4vl EXPIRES:06/30/2015 April 22,2014 4 0 ®W JJ4I: -Ver;'ydes1 O paramcers a4d READ DOTES ON THIS ASS MIXED HITEK REFERENCE PAGE 10117473 rex 1/29/2014 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 Lis for lateral support of individual web members only.Additional temporary bracing to insure stability during construction isthe responsibillity of the Mitek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding E 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 ai m Truss Plate Institute, ils.LeeSere Suite Alexandria, . Citrus HeightsCA,95610 It t1Pine tS1:1 lumtsigneare eitive06/Oi3yMSC t Job Truss Truss Type Qty Ply 5B R41832535 PL14-90UP F14 Floor 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:33 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1 UY-FbBs8QmZ)VHh1 Rub8xudq)1MsmVXEGcZ3nG7JpzzOOTO I 2-0-0 - i I 1-10-1 I I 1-2-0 I I 2-5-3 I Scale=1:21.0 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 3x4= 7 e I R1 —411 _ — o N / 0 1 c 11 10 98k 3x4= 3x5= 3x4= 1.5x3 II 3x4= I 8-2-9 1 8-9.9 1 9-4-9 1 12-0-12 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): 16:0-1-8,Edgeh 110:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) I/defl 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 8 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 (lb/size) 12=525/0-2-8 (min.0-1-8),8=525/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .410M0 TOP CHORD 2-3=-1397/0,3-4=-1397/0,4-5=-1183/0,5-6=-1183/0 Vis, BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 0' o -' ' �{ WEBS 2-12=994/0,2-11=0/571,4-10=-443/3,6-8=-1277/0 {J T •, 1. NOTES C �' , t 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 4 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 "d-A 49639 I be attached to walls at their outer ends or restrained by other means. Q�� *GtST LOAD CASE(S) Standard ZONAL G <c-v D P R Qp 2P �s y(r> tet" tv �j, OAEGO ti7 o c�, $:4 .0 ,tea S A. He EXPIRES:06130/2015 April 22,2014 ®kPARfdlIn-Yer.':'Trfesign paralan:mrs and BEAU ROTES ON IRIS AND MIMED HIT£.K it£F£Fs£t7:£PAGE NIT 7473 mx I,/29j20ldB4£31SE =r_ Design void for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support.of individual web membersony.Additional temporary bracing to insure stability during construction is the respansibillity of the -• .,, ... -.- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ..,. I ek` 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 1#Stuntman Pine 9SP)lxrmbec is specified,the design vetoes are those.affective 06{0912.018 byALSC Job Truss Truss Type Qty Ply 5B R41832538 PL14-90UP FG1 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:39:34 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-kolEMlnBUpPYebTohePs8o126nvzq?7vC?wstLPzOQTN 1-4-12 I 1-4-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 J - O A. Aa 5 4 3x4= 3x4= I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 "'" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/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 010N10 N, NOTESagj oV WASth 1)Refer to girder(s)for truss to truss connections. -y 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. TA7 Xle Q'AO rt 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 7 ,"' be attached to walls at their outer ends or restrained by other means. I i - I 1. N 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. 14 The design/selection of such connection device(s)is the responsibility of others. ?( 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ," IS 49639,0 ,e4q LOAD CASE(S) Standard >, �o 1 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 A' CSV Uniform Loads(plf) S4uNAL Vert:45=-10,1-3=-100 Concentrated Loads(Ib) Vert:2=-188(F) 4,. , PRQFFss 87022PE f' 5. w --y -0), OREGO ti� 4./ CI -,), $''''1BER ON 00 ,-$ NE ‘..‘1?. EXPIRES:06/3012015 April 22,2014 f _ r W ® RNJ7IG-Way design s;anrc9hrsand READ NOTES ONTHIS ANS IUOE8HITEYREF_EsEM;EPACSHTT7473acx1,/29f2trMd .ttrtISE Design valid for use only with MTek connectors.Thu design'u based only upon parameters shown,and is for an individual building component. if 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 ofthebulding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Crtieda,0S8-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95810 9NSeutltam Hate il3Pljkumber Is specified,titedesign values are:those aifesriue 06/01/2013 byAkSC t Job Truss Truss Type Qty Ply 5B R41832537 PL14-90UP FG Floor Girder 2 1 Job Reference(ootional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:33 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-FbBs8Qm4VHh1 Rub8xudcjWuGVbcGeL3nG7JpzzOQTO I 1-6-0 I 1-5-10 I I 1-2-0 1 1 1-4-14 I 2-6-0 I Scale:3/4"=1' 1.5x3 II 1.5x3 I I 1.5x3 II 1.5x3 II 1 23x4= 11 3 4 53x4 8 ------7-------------.7.----7 ''N'N''''..'s'N''''N'N.'-,-r-e —Z7.- --..— 0 N i ° e �X(J ° °3x4= LS 1C 9 8 3x4= 3x4= 3x4= I 3-2-10 1 3-9-10 1 4-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X,Y): 18:0-1-8,Eddel.19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=497/0-2-12 (min.0-1-8),7=412/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. _ONIO r, TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 p,}� l ,,{�, BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 0C1 pWAST# W WEBS 2-10=-804/0,2-9=0/327,5-7=833/0,5-8=0/303 G „.„0 4, ;. 3 d NOTES ' co �� vi 1)Unbalanced floor live loads have been considered for this design. f 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. -*z° ' 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,i`',r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to , 49634 be attached to walls at their outer ends or restrained by other means. o 4 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. �4,ikSTEW'G' The design/selection of such connection device(s)is the responsibility of others. S`tON1. 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 ��' [� PR OFF Uniform Loads(pit) 't ss Vert:7-10=-8,1-6=-80 Co xAGINE /.0 Concentrated Loads(Ib) Vert:11=-169(B) 4t" 870 2PE c" N y SAT OREG N tis QPS & HR � p EXPIRES:06/30/2015 April 22,2014 r A W AJW11;4 S-Weal'Align parame encs and READ PINES CH THIS AP&I/EWCED MFTEt/i€FE!cEME PAGE mu 7473 rut 1,/23/2'JdML 0ltElISE Design valid for use only with Mick connectors.This design s based only upon parameters shown,and k for an individual building component. 11 111 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ���}r is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction b the responsibillity of the MiTek* s" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVf IGR fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1911 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Informaton available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pipe(SP)Komb is les,the designs statues arestaass ea 91)2013 by MSC Symbols Numbering System A General SafetyNotes PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury rl♦i Dimensions are in ft-in-sixteenths. 11164„ Apply plates to both sides of truss and fully embed teeth. i 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0 1/T 6' 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p 1-3---6.111lik may require bracing,or alternative Tor I _ p bracing should be considered. r , O 3. Never exceed the design loading shown and never a U stack materials on inadequately braced trusses. �- O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-S C6 7 C5-6 designer,erection supervisor,property owner and plates 0-'na from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. 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,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR 2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions 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 :101-°* Indicated by symbol shown and/or SYP represents values as published specified. by text in the bracing section of the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. %."-- 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but © 16.aapDo not cut or alter truss member or plate without prior reaction section indicates joint 2012 MiTek®All Rights Reserved pproval of an engineer. 1 ® ( number where bearings occur. 17.Install and load vertically unless indicated otherwise. 1 l Min size shown is for crushing only. �0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, FI/1 iTe ke 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013