Loading...
Plans (29) fr" va/fr tee. / ��t, „cu. aiw5._ a -MI i , r',,, MiTek° ., a MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL14-90UP Fax 9161676-1909 5B The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R41832522 thru R41832537 My license renewal date for the state of 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. �Rc O PR OFFS C vNGINEF"7 I-- 17 4 8 0 2PE g. , c\,oT OREGON c O 4 �'eFMBER' Q)" SA. HO\ 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 MI-1-1 MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-9OU P 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 Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. oToNIo o$ ownsr ;K,104 ' ' &' . It 't % ry �0O Ab.,49639. . 0rs"rsi f' `94, , QCs April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply 58 R41832522 PL14-90UP ___.__.__..... F01 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:39:21 2014 Page 1 I D:j7axn40sHnThlyaUAczwOszX1 UY-cHTKdJc1 YpmObb_IRPgo7B0ohg07871 HOPDhOfzOQTa I 2-6-0 I I 2-2-9 I I 1-2-0 I I 2-4-11 I Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.553 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 _ e t.i. r 9 e Ca 13 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-1 11.4-9 I 9-11-9 10r1r1 111-3-1 1 1 16-4.12 I 9-11-9 0-1-'8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,11: (10:0-1-8,Edoel,111:0-1-8,Edoel LOADING(pst) 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 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.40 11-12 >487 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=715/Mechanical,9=715/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 't0NI0 N. TOP CHORD 2-3=2463/0,3-4=2463/0,4-5=-2532/0,5-6=2532/0,6-7=-2532/0 �C BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 Q� 01 WASNV WEBS 6-10=-316/0,2-13=-1640/0,2-12=0/1018,4-12=-370/0,4-11=460/161,7-9=-1636/0,7-10=0/1105 CJ '�'' (,�� NOTES I „ ` o, 1)Unbalanced floor live loads have been considered for this design. J N 2)Refer to girder(s)for truss to truss connections. % 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -; 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131”X 3")nails. Strongbacks to :0 49639 ;{r4' be attached to walls at their outer ends or restrained by other means- 0�,�'CISTE69 LOAD CASE(S) Standard -S 'e IGNALG - EO4 PROFe ' cc 87022PE �c" cv iifiLvtA y , OREGO, ti OWN �0 BER 1,� Pc�• • - A. HERS EXPIRES:06/30/2015 April 22,2014 s I ®WSA.RNTM3Needy design paramemrs=-rrd READ NOTES ON Mg DELUDED MITEKREFERENa PAGE MU 7473 rec1/29/2014 DErOREUZ Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual budding 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 stobilty during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibtity of the building designer.For general guidance regarding fabrication,quality controL storage,delivery,erection and bracing,consult ANSI/TPil Quality Criteria,DSB-B9 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95810 If southern Pinet5Pl lumber is specified,she design values are them effective 06f01/2013 byA1SC Job Truss Truss Type Qty Ply 58 R41832523 PL14-SOUP F02 FLOOR 5 1 Job Reference footionall Pacific Lumber d Truss Co., Lake Oswego.Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3922 2014 Page 1 ID:j7axn4OsHnThIyaUAczw0szX1 UY-4U1 igfdfJ7uFCIZU_7B2f0Y183goBcGRF3yEw5zOQTZ 1 1-6-0 1 1-3-4 1 0-0_(-3 1 2-3-0 1 1 1-2-0 I I 1-0-5 1 2-6-0 I Scale=1:27.7 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 11 3x4= 1.5x3 11 1 2 a\ 34 4 5 6 7 8 /`9 10 yee e.� \.I � - eo / - a N e, .- o a o - a - 17 15 14 13 12 11 3x4= 3x6= 4x5= 3x5= 1.5x3 ll 3x4= 3x4= I 3-0-4 I 15-10-12 I 3-0-4 12-10-8 Plate Offsets(XV): 17:0-1-8.Edgel.112:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 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/rP12007 (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) y� • ONIo FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. Q5 O�$T1�Sj/Tr TOP CHORD 2-3=0/1294,3-4=0/750,4-5=0/750,5-6-1002/0,6-7=-1002/0,7-8=-1099/0, CJ 'wSt W 8-9=-1099/0 - - - _ . %d BOT CHORD 16.17=-664/0,15-16=1294/0,14-15=0/331,13-14=0/1099,12-13=0/1099.11-12=0/890 y . •j; to 1 WEBS 3-16=418/0,2-17=0/798,2-16=-882/0,5-14=0/737,5-15-1177/0,9-11 -960/0, N 9-12=0/379,3-15=0/856 . NOTES *f+ • 49639 4,p . 1)Unbalanced floor live loads have been considered for this design. O �.GISTER 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 17. 4ki., AL$ e 4)This truss is designed in accordance with the 2012 international Building Code section 2306.1 and referenced standard ANSI/TP1 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. G�ED PROF?" LOAD CASE(S) Standard ��`Gj� NG�NE��.% �' 870 2PE ��'1' 5 NV N y -0),OREGO (1,,..,4/ °PooFMBeR 1\ Pi ::S A. He EXPIRES:06/30/2015 April 22,2014 I / ®WARNIW3-Ver.7ydeslgn parameters sod READ NDTESCtt WS AM)MIMED MITEKREFERENtE RAGE MII.7473 rex 1,/29/20d6BETMEIPE 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 true 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 M iTek• fabrication,quality control.storage.detvery.erection and bracing.consult ANSI/TPII Quality Criteria.DSI-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Inlormaton available from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandra,VA 22314. Citrus Heights,CA,95810 If Southern Pine(SP)lumber is specified;the design values arethase effective 06/03/2013 byALSC Job Truss Truss Type Qty Ply 56 R41832524 PL14-90UP F03 Floor 3 1 Job Reference(:2ptiona0 Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21"15:3923 2014 Page 1 ID:j7axn4OsHnmlyaUAczwOszX1UY Ygb42?eH4R06gv8gYgiHCc57kT4EwOFaTjinSYzOQTY I 2.6-0 I I 2-5-1 11_ 1-2 _10 1 2-411 I Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 .2. V / \ [.:;'. e e e 1 r 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 101319 111-5-9 1 1 16-7-4 I 10-2-1 0-1-8 0-7-0 5-0-3 0-7-0 0-1-B Plate Offsets CAN): 110:0-1-8,Edget,111:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incl YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TONIo 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 rISTASI#4,..-4 WEBS 6-10=324/0,2-13=-1666/0,2-12=0/1041,4-12=-399/0,411=480/168,7-9=-1660/0,7-10=0/1140 (J iv O) tNOTES ' L - �.-. 1N 1)Unbalanced floor live loads have been considered for this design. -i 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to , j7�?r be attached to walls at their outer ends or restrained by other means. eo `'I- \49639 Qty LOAD CASE(S) Standard 0.� �GIST6R • ss1ONALV, `����N I EFF. o c. $70 2PE c' Ny 4 4j,OREG N ti IU 'P .4,1 , OOF8ER \' s` A. lie• EXPIRES:06/30/2015 April 22,2014 / r AWARMEt3-YedfydesignparametersandREADNMESCNTNISAND1726EDMITEKREFEREMZPAGEMEl-7473res1/29/7014 WOREUSE , Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown _ is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the --" erector.Additional permanent bracing of the overall structure is the respobliy of the building designer.For general guidance regarding M'Tek♦ m fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/nil Quality 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. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specked,the design values arethase effective 06/01/2013 byALSC 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:j7axn4OsHnThyaUAczwOszX1 UY-Os9SFLfvrk8yS3it6YDWpeEXtNnfT6kiNRL?_zOQTX 1 2-3-0 I 1 1-4-11 1 1� z-o i 1 1-0-9 1 2-6-0 1 Scale=1:31.6 1.5x3 II 3x6= 1.5x3 I I 3x4= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 \ / O 1 15 14 13 12 11 3x4= 3x8= 3x5= 3x4= 4x4 = 3x4= 14-3-11 I 13-1.11 I3_-ui 1 18-1-4 I 13-1-11 0-7-0 0-7-0 3-9-9 Plate Offsets(XX): 112:0-1-8,Edoe1,113:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.33 13-14 >663 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 13-14 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code 1BC2012/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.0-1-6),11=791/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y'ONIO 4 TOP CHORD 2-3=-2635/0,3-4=-2635/0,4-5=-3446/0,5-6=-3446/0,6-7=-2477/0,7-8=-2477/0,8-9=2477/0 BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721 QS Of WAS]rTr WEBS 7-13=0/354,8-12=-569/0,2-16=-1700/0,2-15=0/1191,4-15=-679/0,6-14=0/405,9-11-1858/0,9-12=0/1092, G 0 �W 6-13=860/0 T. }. �0 16 ,i. '4 to NOTES 4t 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. f yr 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11 , ,it) �y' 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 � be attached to walls at their outer ends or restrained by other means. -c: � -_ GRw G LOAD CASE(S) Standard PRF,(t.‘15-13Fs.0 a - ,\ . 0> �Q 2 � lz' 87022PE 9r" y �N s" N A,„., OREG N 81Q' llif p�'nccfySEB 1\ P SA. HEEC; EXPIRES:06/30/2015. April 22,2014 i 8 A wAnivmr.-VerOrdeggnparameterssadREADDOTNSON7MISANDJM.ODEOMITEKREFERENKEPAGEMII-7473ren1,/29/2014BEOREUSE �r Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the .,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/TPl1 Quality Criteria,058-89 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 H Southern Pine ISM lumber it specked,the design values art-these effective 000112013 byAtSC Job Truss Truss Type Qty Ply 5B R41832526 PL14-90UP F05 Floor 9 1 Job Reference(ootionall Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3926 2014 Page 1 • ID:j7exrs4OsHnThlyallAczwOszXlUY-zFGDgOgAMMOghMsFDzG gEjdrh4P7Ju1AhwS3tzOQTV 1 1-3-0 1 11-i 1-2-0 1 1 2-4-15 I 216-0 1 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 13 144 15 a 16_- 15) Iir"...w. w N.....441w-mw-we-4 . .P a e e v _ c 25 24 23 22 21 20 19 18 1 3x4= 4x6= 3x5= 3x6 FP= 3x5= 3x5= 4x6= 3x6= 3x5=- 3x5 3x5 WB= 15-7-9 I 14-5-915-0-91 1 20-9-8 I 14-5-9 117-0 b-7-0 5-1-15 Plate Offsets(X,Y): 112:0-1-8,Edgel.118:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 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. 10N10 l 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, �i�P�j 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=-4230/0,12-13=-3519/0, & OV WAS Y Ap 13-14=-3519/0,1415=-3519/0 0 ,rr{!' C BOT CHORD 25-26=0/1077,2425=0/2776,23-24=0/3897,22-23=0/3897,21-22=0/4436,20-21=0/4401, �. .gyp ,.6 19-20=0/3519,18-19=0/3519,17-18=0/1990 +� S WEBS 12-19=-357/0,13-18=-426/0,2-26=-1375/0,2-25=0/1183,4-25=-987/0,4-24=0/813, -1 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 / Tr NOTES '�O, ,�� S639 1)Unbalanced floor live loads have been considered for this design. L(, .gGiSTO-9' 2)All plates are 1.5x3 MT20 unless otherwise indicated. SS4ONAL '- 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. <� Eq P R oFt.t, LOAD CASE(S) Standard `6 5GlNE /02 87022PE 9f 7cv N�Aj, OREG*N. ti Q<U ..P $.44 8ER.1\ om -S A. HE01. 1?.S EXPIRES:06/30/2015 April 22,2014 t I ®WAWNIMJ-Verily design paiomeers and READ N)1rS aid THIS AND INCLUDED MZTEKREF57 EP E PAGE MIT 7473lea 1/29/2O188EOREUSE. ...r, 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 responsiblity 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/TPII Qualify Galeria,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 If Southern Pine(SP)lumber is specified.the design values arethose effective 06/01/2013 byALSC Job Truss Truss Type Qty Ply 58 R41832527 PL14-SOUP F06 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego.Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3928 2014 Page 1 ID:j7axn4OsHnThIyaUArzwOszX1UY-zFGDgOgAMMOghMsFDzG gEjkl<hEo7WE1AhwS3tzOQTV I 1-4-0 I 2-6-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 III ■ Ill I Filid -1 I I I I I I I I 1111111 - 1- I II 0 N 11114 MIN IML! /' 5 „ 4 3x4= 3x4= 0-1-81 4-1-0 I 1-8 3-11-8 LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 "'" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.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. NOTES , ONTO p • 1)Refer to girder(s)for truss to truss connections. d' ��V1ASIta 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. G ({,; `l 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. f-, v d 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 rq d` /, i be attached to walls at their outer ends or restrained by other means. 4 j LOAD CASE(S) Standard n for 49639��p ' ' ° .tON,AL06 �, �Ep PROFex, ,y.7 ":GEA. �� Zlil 70IN22P� 2�. , . OR GON. ti 4/ 'Pr, 'AO.N mu R . Qom' kik9A. Heck EXPIRES:06/30/201.5. April 22,2014 , A WARNItFJ.Vedfydesign parameters and REM W:T.SONFNI&AND IhatIDWOMITEKREFE EM'EPAGE MI!7473rex 1/39/20148Lfl.4EUSE �" Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. I• AppticobiUfy 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 responsrblity of the bulding designer.For general guidance regarding MiTek" fabrication.quality control.storage.delivery,erection and bracing.consult ANSI/IPI1 Quality Criteria,OS8-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandra,VA 22314. Citrus Heights,CA,95610 It Southern Pine(SP)lumber's)1ec/iied,the design values arethasa effective 06/01/2013 by/MSC Job Truss Truss Type Qty Ply 58 R41832528 PL14-90UP F07 Floor 5 1 Job Reference(optional) Pacific Lumber S Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3928 2014 Page 1 ID:j7axn4OsHnThyaUAc2wOszXt UY-veOzSiiQuzeOwg0eLOlSvfoziUmsbGBJd?PY81zOQTT 1 1-7-12 1 1 1-8-15 1 11-2-0 I I 1-4-9 1 1-6-0 1 Scale=1:30.1 3x6-= 1.5x3 II 3x4= 1.5x3 I I 3x4 = 1.5x3 II 3x4 = 1.5x3 II 3x5= 1.5x3 I I 1 23 3 4 5 6 7 8 9 10 11 TPAR e Crske-414144%14144! / -' -7. ` o e e e e e e ,, 19 . 17 16 15 14 13 3x4 II 3x6= 3x8= 3x5= 3x5= 1.5x3 I I 3x4= 3x4= I 1-10-12 2-(114 t7-5-4 I 1-10-12 OX-8 15-5-0 Plate Offsets(KV): 12:0-3-0,EdgeL 18:0-1-8,Edgel,113:0-1-8,Edoel.119:Edae,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deb Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.18 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.27 14-15 >687 360 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:83 lb FT=0%F.0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:17-18,16-17. REACTIONS (lb/size) 18=1194/0-5-8 (min.0-1-8),12=627/0-2-12 (min.0-1-8) Max Gray 18=1194(LC 1),12=662(LC 4) 't NIO FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. GOS.O •wy, 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, `7� 7-8=-2379/0,8-9-1741/0,9-10=-1741/0 BOT CHORD 17-18=-670/0,16-17=-32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741, f., p 'd 12-13=0/909 . i� N WEBS 9-13=408/0,2-18=-808/0,1-18=-765/0,8-15=14/787,7-15=259/0,6-16=-295/0, 4-16=0/641,4-17=-935/0,10-12=-1092/0,10-13=0/1027,2-17=0/1309 14 , NOTES X15 ,) 49639 Qt 1)Unbalanced floor live loads have been considered for this design. O F 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. d GIS 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. . �SSjONAI; 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)304 lb down at 0-1-8 on top chord. - ��>Gp PR(7Ft The design/selection of such connection device(s)is the responsibility of others. 't GI NF 19(9 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • ‹CJ �N F9' 0 2 LOAD CASE(S) Standard --.../ ^ cc 87022PE 1" 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:12-19=-8,1-11=80 Concentrated Loads(Ib) j� >" NVert:1=-304(F) -9 -0 OREGO., cp O<C/ p0OcciySER A' V'. s A. HERS EXPIRES:06/30/2015 April 22,2014 ®WAAM/1-tter/ydcskgr paramcen sad READ MRS ON THIS AND TMItWEO MT7EKREFEREMi PAGE MIT.7473 rev.i/23/26l8BBVIE tSE Design valid for use only with MTek connectors.fib design is based only upon parameters shown,and is for an individual budding 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 Iemparay bracing to insure stability during construction is the responsibility of the - - • dt erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M'Te1.k• fabrication,quality control storage,delivery.erection and bracing,consult ANSI/IPIl Qualify Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 SafeIf Southern Pine(SP)tumble ispecifiad,the desiugn values are those elfecective06J01J2013 byALSCl4. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 58 R41832529 PL14-90UP FOB 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 15:3928 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-veOz5iiQuzeOwgOeLOlSvfo4nUv9bNVJd?PY81zOOTT I 2-6-0 10-5-10 1 1 1-2-0 I I 1-4-14 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 3 4 53x4— 6 e e e , 0 N e e e e e J ) 3x4= 1 XX(\\ 9 8 3x4= 3x4= 3x4= I 3-1-2 31-10 3-9-10 1 4-4-10 416-? 8-6-8 I 3-1-2 0-1-8 0-7-0 0-7-0 0-1-8 4-0-6 Plate Offsets(X,Y): f8:0-1-B,Edoel,f9:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.19 Horz(rL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF 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. 0,TO"Nidi 1j, TOP CHORD 2-3=-732/0,3-4=-732/0,45=732/0 'C BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 Or7 oo VIAS WEBS 2-10=736/0,2-9=-37/269,5-7=-718/0 G T.4,.. NOTES "'. N 1)Unbalanced floor live loads have been considered for this design. 1 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. \ 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /t,3r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ',0. 49639` r�' be attached to walls at their outer ends or restrained by other means. 4'.& G.ISTge 44) LOAD CASE(S) Standard ssj�NAL03 (Rc.D P.ROp t 870 2PE N cv /+- /\j - 41), OREGO cp /L' 'A4 ccMBER 1\ l3 0 A. He EXPIRES:06/30/2015 April 22,2014 4 AW4FNUO-Verity design parameters and READ 0?7ES0NTHIS AND iM'ZLSEDNUM REFERENCE PAGE MTh 7473ten 1/29/2011Bf t£ttSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual building component I" Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown (� is for lateral suppod of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MITe1C' erector.Additional permanent bracing of the overall structure is the responsbtily of the binding designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPlt 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. alms Heights,CA,95610 If Southern Pine(SP)lumber isspecified,the design values are-those effective 06/01/2013 byALSC Job Truss Truss Type Qty Ply 58 R41832530 PL14-90UP F09 Floor 1 1 Job Reference Motional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 Mack Industries.Inc.Mon Apr 21 15:3929 2014 Page 1 IDVaxn40sHnThyaUAczwOszX1 UY-NgyL12j2fHmFYgbgvSphStLFYuG7KsvTsf96gCzOOTS I 2-6-0 1 45-6 1 1 1-2-0 I I 1-7-2 I Scale:1'=1' 11.553 II 2 3x4= 31.5x3 II 4 3x4= 51.5x3 II •J - E \___ e e 1.5x3 II 9 8 7 6 354= 3x4 3x4= = I 3-0-14 A-21 3.36 1 4-4-6 1 6-2-8 I 3-0-14 1 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): (4:0-1-8,Edael.f8:0-1-8,Edpel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl L/d 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 Incl YES WB 0.12 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:29 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 9=267/0-2-8 (min.0-1-8),6=267/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'ONIO TOP CHORD 2-3=-362/0,3-4=-362/0 (§? 7(1,, 01 w BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 WEBS 2-9=456/0,4-6=-424/0 G ,-4 x(4-1. �+'O NOTES , '� N 1)Unbalanced floor live loads have been considered for this design. 1 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. ..„, /4,r 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ''.1:1 4963_9�p tq�r 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 040 'GIs. be attached to walls at their outer ends or restrained by other means. SSIONALV''- ' LOAD CASE(S) Standard <C, GPNE FFu el c�5 4N F 02 .44 870 2PE r" al ytP rN Ni % OREG N tiis 4� •% BER 1' �' S A. HE � EXPIRES:06/30/2015 April 22,2014 r r ®WARNIM3-Verity design parameters and READ JV2 ESONTHISANDRKZUDEDMITEKREFEREMEPAGEEMIL7473rrc1/19/201SBE.OR£USE Design valid for we only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.A �, Applicability of design parameters and proper incorporation of component is responsibility of building designer not truss designer.Bracing shown T - is for lateral support of individual web members ony.Additional temporary bracing to insure stability during construction is the resporuibilliy of the M i le k• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.delivery.erection and bracing.consult ANSI/WIT Quality Criteria,D5B-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Saurhern Pine tSP)lumber isspecified,the design values arethase effective 06/01/2013 byALSC Job Truss Truss Type Qty Ply 58 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:j7axn4OsHnThyaUAczwOszXlUY-rOWjWOjgQau6A AOSoKw 4uKNIS83Cjc4JufCezOQTR I 2-3-0. I 1 1-7-11 11 1-2-0 ii 1-4-9 1 1-6-0 1 Scale=1:26.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 0 o o e o 0000. o N N a a e e- 1 14 13 12 11 Ii 3x4= 3x6= 3x6= 1.5x3 II 3x4= 3x4= 12-3-11 I 114-11 f 1-8-11 I 1 15-5-4 I 11.1-11 0-7-0 0-7-0 3-1-9 Plate Offsets(X.Y): (6:0-1-8,Edoel,f11:0-1-8,Edtlel LOADING(psf) SPACING 1-7-3 CSI DEFL in floc) 1/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!nor YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:70 lb FT=0%F,0%E LUMBER BRACING 1 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. � • yTONIO • • TOP CHORD 2-3=-2121/0,3-4=-2121/0,4-5=-2434/0,5-6=-2434/0,6-7=-1775/0,7-8=1775/0 BOT CHORD 1415=0/1291,13-14=0/2467,12-13=0/1775,11-12=0/1775.10-11=0/925 0�7 O�VZAS WEBS 7-11=-417/0,2-15=-1416/0,2-14=0/910,414=380/0,5.13=-274/0,6-13=0/820,8-10=-1112/0,8-11=0/1049 G' t, ft, , YIA NOTES '. �1, 4 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. n 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/FPI 1. /t',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 'fir be attached to walls at their outer ends or restrained by other means. r�0 49639 Qr LOAD CASE(S) Standard SSAON.p.— , ', Q,ED PROF�ss •„`5 �N(',f►VEF4, .02 cc 870 2PE N1n ./ N y Aj, OREGO,. ,i5 4 -PO ‘s t‘, • VA. HER‘ EXPIRES:06/30/2015 April 22,2014 1 , A I9ARNJM3-VeritydesIga paramewrs sad READ M)7ES ON THIS AND AMMO MEO Mf7EKREFEREhCE PAGE NNM.7473 ret.J,/79/2014B8A EUSE Design valid for use only with Mgek connectors.This design is based only upon parameters shown.and is for an individual building component. Mill Applicability of design parameters and proper incorporation of component is responsiblity of building designer-not truss designer.Bracing shown T is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsbillily of the - p. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ip+k' fabrication.quality control.storage,delivery.erection and bracing,consult ANSI/TPI1 Quanta,Criteria,059.89 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(SP1 lumber is specified,the design values are those effective 06/01/2013 byAtSC • Job Truss Truss Type Qty Ply 5B 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:j7axn40sHnThtyaUArzwOszX1UY-rOWjWOjgQau6A AOSoKw_4uPzIbT3Hwc4JufCezOQTR I 2-6-0 10-5-10 1 1 1-2-0 I I 1-6-14 I Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 i —...-----..............--..........----.....-.........."-'...-- o N e O 3x4—1 g rX 3x4= 3x4= 3x4.--- I I 3-1-2 3F-10 3-9-10 1 4-4-10 4 8-8-8 I 3-1-2 0.1 0-7-0 0-7-0 0-1 4-2-6 Plate Offsets 0(Y): 18:0-1-8,Edge1.19:0.1-8,Ednel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Ildefl 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 �j TOP CHORD 2-3=-761/0,3-1=761/0,45=-761/0 ��i, BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 Q� O WASI� `�V WEBS 2-10=757/0,2-9=28/290,5-7=-737/0 (� , v YG, NOTES tq u" O� 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. !1 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 ;fi \ :4963 /$ • be attached to walls at their outer ends or restrained by other means. �IP�, �CISTER9 LOAD CASE(S) Standard ,4'10/slAt$ G �\� �cNGINFFR. �02� 87022PE r y �-j,OREGO, ti 0,� " On sER \\ P- -S A. HES EXPIRES:06/30/2015 April 22,2014 es ®1 ARNIM3-Ver:frdesign parameters aed READ IDES ONMIS AND INCLUDED I.ITEKREFERE?KE PAGE HI7.7 473 mc 1/23/2014 BERME 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 is responsibility of building designer-not truss designer.Bracing shown _ is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek. erector.Additional permanent bracing of the overall structure is the responsblity of the building designer.For general guidance regarding fabrication.quality control storage,delivery,erection and bracing,consult ANSI/Tell Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information avalable from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine[SP)lumber is specified,the design values are theta effoctive 0001/2013 byAtSC Job Truss Truss Type Qty Ply 58 R41832533 PL14-90UP F12 Floor 6 1 Job Reference(ootionall Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:31 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-JD46jkklBu0zn7IDOWr9XIQW2ipMofRmJzeDk4zOQTQ I 2.6-0 I I 2-3-5 II 1-2-0 11 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 I / e ` 4.. e e IF v O 1'.' 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 I 10-0-5 10.D-1 0.7-0 113 I1-3-131 1 16.5-8 1 10-0-5 5-0-3 0-7-0 0.1-8 Plate Offsets(X,Y): f10:0-1-8,Edgel,f11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI i DEFL in (lac) I/deft Lid 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 Ib FT=0%F.0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 13=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. , ONIQ TOP CHORD 2-3= 4 2476/0,3 =2476/0,4-5=-2549/0,5-6=2549/0,6-7=2549/0 BOT CHORD 12-13=0/1527,11-12=0/2827,10-11=0/2549,9-10=0/1522 05 0.01AS WEBS 6-10=319/0,2-13=-1648/0,2-12=0/1025,4-12=-379/0,4-11=-466/163,7-9=-1643/0,7-10=0/1116 CJ 4(,; YO NOTES ti i• .. rpt, 1)Unbalanced floor live loads have been considered for this design. N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 4 3)This truss is designed in accordance with the 2012 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. r 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 � 49f> I . be attached to walls at their outer ends or restrained by other means. (� ,/tl' GIS. c`" ' LOAD CASE(S) Standard sSIGNAI•� G :ccCQ`c.o PROFFss � ONGiNFFd �� 2 ' c 87022PE r" / ,„ NC" Ni y -oT OREGO . tip. ., "ACo ' SER1\ Po. -`� A. HE¢� EXPIRES:06/30/2015 April 22,2014 t r ®ISW1N1i/:i.Ver'trdesign paaatoters and REAR NOM ON MIS AND IM IUZEO MINKREFERENCE PAGE HIT-7473 res 1/29/2614 BB0REUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. �, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MITe'k• erector.Additional permanent bracing of the overall structure Is the responsibility of the budding designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consult ANSVTPit Quoltiy Criteria.050.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SPI lumber is specified,the design values are those effective 05/01/2013 by MSC Job Truss Truss Type Qty Ply 58 R41832534 PL14-90UP F13 Floor 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:39:32 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UV-nPeUx4IxyC8gPHKPaDNO3Vzcx55RX5zvYcNmHWzOQTP 1 2-3-0 I 1 1-4-11 II 1-2-0 II 1-2-5 1 2-60 I Scale:3/8"=1' 5 11 = = =1.x3 3x6 1.5x3 I I 3x4 1.5x3 I I 3x41.5x3 I I 1.5x3 i l 4x5 = 1.5x3 II 1 2 3 4 5 6 7 8 9 10 a a e _,. .i N 1.1! e e 1 15 14 13 12 3x4= 3x8= 3x5= 3x4= 4x4= 3x4= 14-3-11 I 13-1-11 113-8-111 1 18-3-0 1 13-1-11 0-7-0 0-7-0 3-11-5 Plate Offsets(X,Y): (12:0-1-8,Edoel,113:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deg L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.33 13-14 >651 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.53 13-14 >412 360 BCLL 0.0 Rep Stress 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 (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yiONIO 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=0/1731 007 OV WA$ 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, G ' . ''YC "i-, 6-13=853/0 ri, l NOTESro ` N 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)11. j47r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. IS49639 414' 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,6ZCISTE� LOAD CASE(S) Standard . PNALe (--- 5, , � s/702E r. EtiisOtio� M .0 8ER \s A. HECk EXPIRES:06/30/2015 April 22,2014 l A USE Design valid for use only with Mifek connectors.This design is based only upon parameters shown.and is for an individual building component. �" Appllcabifity of design parameters and proper incorporation of component b 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 resporuibillrty of the .k" erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values arethose effective 06101/2013 byALSC Job Truss Truss Type Qty Ply 58 R41832535 PL14-9OUP 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:j7axn4OsHnThlyaUAszwOszX1 UY-FbBs8Qm4VHh1 RubBxudcjWsmVXEGcZ3nG7JpzzOOTO I 2-0-0 I I 1-10-1 I I 1-2-0 I I 2-5-3 I Scale=1:21.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 63x4= 7 • o o r ' N 000•000 oe e e 1... 1 E 11 10 9ek 3x4= 3x5= 3x4= 1.5x3 II 3x4= I 8-2-9 19-9-9 194-9 I 12-0-12 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): 16:0-1-8,Edoel,f10:0-1-8.Ednel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress 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. ,Y•SONid �iiitj, TOP CHORD 2-3=-1397/0,3.4=1397/0,4-5=-1183/0,5-6=1183/0 �! 0„Ii. +C BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 Or7 ��WAS WEBS 2-12=-994/0,2-11=0/571,4-10=-443/3,6-8=-1277/0 0 �; 0 0 NOTES r7 ti `' N1)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)12,8. � 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 Iv :rp . . 4963 rg be attached to walls at their outer ends or restrained by other means. 0 r fi�1�GQ G/S. LOAD CASE(S) Standard SSA,,. � G �,5;O P RoPFs ``� �NGl1VFF9.s% 2 �� 8. S 2PE j r" CO cV • y '0,, OREGO, qp zei .- A. N�R�P.• EXPIRES:06/30/2015 April 22,2014 _ r A ARNI;s/J-Ver,7rdeaip;arameturs and READ)AWES ON THIS AND IM 11DED Ml7EK REFERENCE PAGE MI7.7473 me 1/29/20148ff085USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual building component. _l. Applicability of design parameters and proper incorporation of component is responsblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M ITek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TP11 Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified.the design values arethese effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply 58 R41832536 PL14.90UP FG1 FLOOR GIRDER 1 1 Job Reference lootional) Pacific Lumber8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr21 15:39:34 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UYacolEMlnBUpPYebTohePs81+26nvzq?7vC?wslLPzOQTN I 1-4-12 1 1-4-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 11 Scale=1:8.7 J . \ / L , 5 4 3x4= 3x4-- I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deb Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:15 lb FT=0%F.0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc puffins, 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 TONIO NOTES j7 (3V WASli 4 1)Refer to girder(s)for truss to truss connections. G 4,. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. co Q i', �1' 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to `' �/, C6 be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down at 1-5-2 on top chord. 1 ', The design/selection of such connection device(s)is the responsibility of others. %i S 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '$ 4, 49639, ..4 LOAD CASE(S) Standard Off- �GjS►►'� ' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 SSIONALG Uniform Loads(plf) Vert:4.5=-10.1-3=-100 Concentrated Loads(Ib) Vert:z=1860 �Gv0 PROPk:, • 2 87022PE �<' 5. 0 ,0Aj, OREGO fl.Q�ti S A. HES EXPIRES:06/30/2015 April 22,2014 1 r ®WARMS-Verity design parameters and REPO AD1ES ON MIS AND AMES MIMIC REFEREME PAGE MIL 7 473 ter 1/2g/20MB1TOl4Et1SE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual bolding component. �, Applicabilty 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 resporuibiltty of the '�e�• 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 Crtieria,0SB-89 and BCSI Building Component nn Greenback Lane,Suite 109 Soley Information available from Truss Plate Institute.781 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)lumber is specified.the design values are those effective 06/01/2013 byALSC • Job Truss Truss Type Qty Ply 5B R41832537 PL14-90UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:33 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-FbBs8Qm2jVHh1 Rub8xudgWuGVbcGeL3nG7JpzzOQTO 1 1-6-0 I 1-5-10 1 1 1-2-0 1 1 1-4-14 I 2-6-0 1 Scale:3/4"=1' 1.5x3 II 1.5x3 I I 1.5x3 II 1.5x3 II 1 23x4= 11 3 4 53x4 6 e e e Ft e e e 14 9 e 8e3x4= 304= 4 3x4= 3x4= I 3-2-10 1 3310 1 4-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(XX): f8:0-1-8,Edttel.19:0-1-8,Edoel 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 021 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress lncr 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. .S TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,45=926/0 14‘t�� BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 f UV �Y WEBS 2-10=-804/0,2-9=0/327,5-7=833/0,5-8=0/303 C., AQP . "Y(. NOTES y ,; O� to 1)Unbalanced floor live loads have been considered for this design. . Ca 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 1‘,..,1r 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 rdIV ,fa 44639 Q/ be attached to walls at their outer ends or restrained by other means. ��Q 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. ��' ��CISTTs1�' The design/selection of such connection device(s)is the responsibility of others. sal',jdNAL£/`'C 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 rr11 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 v�p C ROPE. Uniform Loads(plf) S Vert:7-10=-8,1-6=-80 ,`5 �NGII�IEF�,`�'ip2 Concentrated Loads(lb) Vert:11=-169(B) Ct. 870 2PE T" y N�4:). GREG N (L Z~ 'P�'�ccd;1eER \ Q' S A HE-� EXPIRES:06/30/2015 April 22,2014 ®WARMI?tI-Verify design paranreersand READ?DIES OHM'S ANaIN:EL EDMINKREFEREM'7PAGEMIT-7473ret1129/28ISBt3:ilRE7/SE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. �, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Cdteda.050.89 and SCSI Building Component 7777 Greenback Lane.Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95810 1f Southern Pine(SP)lumber isspecified,the design timbres are these effective 06/01/2013 by MSC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 3j" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 (Drawings not to scale) offsets are indicated. I I Damage or Personal Injury MEIDimensions are in ft-in-sixteenths. I4 Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. Q-1/16" 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 1I4 4 may require bracing,or alternative Tr I _ pbracing should be considered. �� 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. ° 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 a cs r cs s designer,erection supervisor,property owner and plates 0 'Adfrom outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from "Plate location details available In MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR-2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that �i SYP represents values as published specified. �� Indicated by symbol shown and/or by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, 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 reaction section indicates joint 16.Do not cut or alter truss member or plate without prior MIME. ©2012 MiTek®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. A® 1.-1-. 0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. MI 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 SafetyInformation, MiTek620.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