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Plans (68) /1257) U/C.—000?s- �� l SS LI U .S14./ 7L,cec-,r MiTek6' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 4-41 2_UPPER Fax 916/676-1909 POLYGON 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:R43351178 thru R43351215 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. �Ok" PRQ fiScs, ��C$ �NGINFfi.9 ✓Q�9 87022PE 01 N N 7 X45);OREGON el,, 4 "Po OBER 4%.\ ? S A. HES'` EXPIRES:06/30/2015 December 5,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. Job Truss Truss Type Qty Ply POLYGON R43351178 P1.14-412_UPPER F01 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:47 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-JO279JfB8OSCye6W5j uNuSouREwTrj2agllf V IyCJy2 I 1-0-0 I 1.5x3 II 1 3x4= 5 2 Scale=1:13.2 U III ■ ■ M/.4 ►t 4 " 3 1.5x3 II 3x4= I 1-3.0 I 1-3-0 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 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=183/0-3-8 (min.0-1-8),3=219/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 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 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)277 lb down at 0-8-6 on top chord. 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). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-10,1-2=-100 Concentrated Loads(Ib) Vert:5=-277(F) ‘skt o PR OFFS ,. 4 3INFO' v z(2„ 870 2PE f C - '0) OREGON 'q;::'©1u. �o fiMBER \' �' CP A- NS EXPIRES:06/30/2015 December 5,2014 t 1 ®WARNIP4-Yer:ifdesign warm ttrsand READACTES ONTHIS AND Mika HIM(REFERENCE PAGE MIT 7473rcm1/75/7J31IIt J5£ Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. �'!fl 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 monly.Additional temporary bracing to insure stability during construction is the responsibility of the �T�'! 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/1811 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 ftkrunttsesnPine4SPItunsbeti is specified,the design o,lsoes ace theca effective 06IO1!2O1.3 byALSC i. ,. Job Truss Truss Type Qty Ply POLYGON R43351179 PL14-412_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:49 2014 Page 1 ID:c53KNt9S8d2ANgLpvMEnZkyCdl l-FnAta?hRg?ivCyFuD8xrztuGC2X7JZzs73EmaeyCJy0 0-1-8 . � . HI-1-E-0-1 11-2-0 1 r-R 7 I 11-2-0 I Scale=1:41.4 4x6 II 3x6 FP= 396 FP= 1.5x3=5x8 II 5x6 II 496 II 5x6 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 \/i az ikwc ivy e = emr.� i r I. i is ie A- ..,,,„ AM WIAM 'IV VW Cil NW L w Orli 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 5x6 I I 6x8 I I 6x8= 3x6 FP= 5x6 I I 556 11 396 FP=5x6 11 6x6= 6x6= 1.593= 6x6= 5x6 I I 11-8-7 I 10.6-7 1t-41 1 23-8-4 I 10-6-7 7-01 11-11-13 0-7-0 Plate Offsets(X.Y)- [33:0-3-0.0-0-01.135:0-3-O.Edge] [41:0-1-8 0-0-81.[42'0-1-8,0-0-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.19 34 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.30 34 >944 360 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.06 26 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:208 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400E 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 No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 41=1738/0-5-8 (min.0-1-8),26=1460/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2053/0,3-4=-2053/0,4-5=-3815/0,5-6=-3815/0,6-7=-5351/0,7-8=-5351/0, 8-9=5351/0,9-10=-6071/0,10-11=-6071/0,11-12=-5955/0,12-13=-5955/0, 13-14=-5690/0,14-15=-5690/0,15-16=-5173/0,16-17=-5173/0,17-18=-4311/0, 18-19=-4311/0,19-20=-4311/0,20-21=-3119/0,21-22=-3119/0,22-23=-1699/0, 23-24=-1699/0 BOT CHORD 40-41=0/1093,39-40=0/2964,38-39=0/4611,37-38=0/4611,36-37=0/6017,35-36=0/6071, 34-35=0/6071,33-34=0/5955,32-33=0/5955,31-32=0/5465,30-31=0/4823, 29-30=0/3745,28-29=0/3745,27-28=0/2439,26-27=0/907 WEBS 2-41=-2001/0,2-40=0/1849,440=1756/0,439=0/1640,11-34=-271/0,24-26=-1677/0, 2427=0/1527,22-27=-1426/0,22-28=0/1309,20-28=-120710,6-39=-1535/0, 6-37=0/1425,9-37=-1354/0,9-36=0/257,20.30=0/1091,17-30=-986/0,17-31=0/674, 15-31=-563/0,15-32=0/434,13-32=-494/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. ��Q`t� PR O ' 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)41 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity CO � �?[ 9 iQ"9 of bearing surface. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-Pi t. 1 �P, f 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1029 lb down at 7-6-0,and 177 lb G) j down at 16-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5. Ni „. Ar (RIC'Q p 444/ 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6 LOAD CASE(S) Standard 48ER 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �S A. �� � Uniform Loads(pit) Vert:26-41=-8,1-25=-80 EXPIRES:06/30/2015 December 5,2014 Continued on page 2 y e _ A M87%-yer:tydxu u parameters aad READ 7i7ES CM MESAS MTU01d17EYAEFEREM7 PAGE HU 7473 me 1,12512014 BETAILIZ Design valid for use only with MTek connectors.This design B 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 S for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MEW(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/TPIl 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,95810 1#5a-if/here Pine Oa)lurehar frg:ec ,the iimai8,, fines anthece tifIfertiVE O€/fs3/201.3 lsyihiSC JobTruss Truss Type Qty Ply POLYGON R43351179 PL14-412_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:49 2014 Page 2 ID:c53KNt9S8dZANgLpvMEn7kyCdl1-FnAta?hRg?ivCyFuDBxrztuGC2X7JZzs73EmaeyCJyO LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-965(B)17=-177(B) 1 I ®k9A.RHfh1.:-ver,'fprteaignraraalea±rsandREADBITSONTHISAND1Y256E5HHIEKREEE'REAEd h'TT1413ref.1,2W2614 WORE! _ Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. 1101 ' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 QuaMy 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. Canis Heights,CA,95610 65.euthernPin*OP)lutrasev isassecifseck the ttesi nmoues are thase.a#eaeve Os/12j2O13 byALSC , Job Truss Truss Type Qty Ply POLYGON R43351180 PL14-412_UPPER F03 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:50 2014 Page 1 I D:c53KNt9S8d7ANgLpvMEnZkyCd11-jzkFnLi3RJgmp6g5mrS4V4QR5RxW2yCOMjzJ64yCJy? I 1-7-0 I I 1-9-0 I Scale=1:17.8 6x6= 3x6 II 3x6 II 3x6 II 3x6 II 3x6 11 1 11 2 3 4 12 5 13 6 d N X. • e r. d 10 9 8 6x6— 5x6 II 3x6 11 6x6 = I 90 I 9-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 78 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=1045/Mechanical,7=889/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1033/0,1-11=-770/0,2-11=-770/0,2-3=-770/0,3-4=-1123/0,4-12=-1123/0,5-12=-1123/0 BOT CHORD 8-9=0/1102,7-8=0/781 WEBS 5-7=-1068/0,5-8=0/476,4-8=-311/0,3-9=-463/0,2-9=-417/0,1-9=0/1082 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 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 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)276 lb down at 0-6-10,132 lb down at 2-1-13,132 lb down at 3-9-0,132 lb down at 5-4-3,and 132 lb down at 6-11-6,and 132 lb down at 8-6-9 on top chord. 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). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-10=10,1-6=-100 tiR � PR�FFcS' ., Concentrated Loads(Ib) , �AGINEf —/ Vert:4=-132(F)3=-132(F)2=-132(F)11=-276(F)12=-132(F)13=-132(F) C• Sc- ' 1 870 2PE --- 0 CV 7 -0,,,,OREGON tf �M On �BER 1\ �� DSA HNP EXPIRES:06/3012015 December 5,2014 4 $ WARMS Verify design paamcmts3ndREAD MtIESOHTHIS AM DOWDKTT£XR£F£REM7PAGE Mf77413rev.11.2511Ti1d BETWIRISE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the g erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek` fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,0S11-89 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. 115asrthernfse Pine. (SRI lumbecit specified.,tdeutcars rs are-Vrata effective 06/01/301.3 byAtsc Citrus Heights,CA,95610 J Job Truss Truss Type Oty Ply POLYGON R43351181 PL14-412_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:13:51 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-BAIe?hihCdydRGP HKZzJ2lzdZr9fnL_9aNjseWyCJy_ 0-1-8 }{ Hi 1-0-8 I 2-6-0 I Scale=1:42.6 1.5x3= 1.5x3= 3x6 FP= 3x6 FP= 1.5x3=6x6= 4x6 II 5x6 II 1.5x3= 1 2 253 4 5 6 7 8 9 10 11 12 13 22 11 I. til � til � til � li7. ‘,. 24 �� \../ \./ 23 1 ■ 21 �� 1�d .. •ii ► IMt 20 19 18 17 16 15 14 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x8= 3x4= 1.5x3 SP= 24-6-8 I I 24-6-8 Plate Offsets(X.Y)— r22:0-1-8.0.0 61.(24:0-1-8.0-0 8) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) 0.19 16 17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.32 16-17 >896 360 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:155 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 2x4DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=1065/0-5-4 (min.0-1-8),20=1080/0.5 8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-1884/0,3-25=1884/0,3-4=-1884/0,4-5=-3330/0,5-6=-3330/0,6-7=-3330/0,7-8=-3502/0,8-9=-3502/0, 9-10=-2404/0,10-11=2404/0,11-12=-2404/0 BOT CHORD 19-20=0/644,18-19=0/2741,17-18=0!2741,16-17=0/3547,15-16=0/3087,14-15=0/1360 WEBS 12-14=-1666/0,12-15=0/1279,9-15=-836/0,9-16=0/509,7-17=-265/0,4-17=0/723,419=-1049/0,2-19=0/1519, 2-20=1238/0 NOTES- 1)All plates are 3x6 MT20 unless otherwise indicated. 2)This trussis 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 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)20 lb down at 3-6-0 on top chord. 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). r LOADCASE(SR ) Standard �.cO PQ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 e.14, (N�fi � f© Uniform Loads(plf) Vert:14-20=-8,1-13=-80 Concentrated Loads(Ib) vo 0 2P'E / Vert:25=-20(B) to y '0,,, OREGON „ ©� C' EMBER \1 A. HEA4 EXPIRES:06/30/2015 December 5,2014 t / ®k84RNLY3..Verity design paramemrs andREAP NOTES OH MS ANT mama HTTTK 8EETPTt,KE PAGE HIT.7473 ma 3,/29/20118 8F5/SE pa.= , Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ■A�T�1R�` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fMl 1 fabrication,quality control,storage,defrvery.erection and bracing,consult ANSI/TPI1 Quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 SafetyIt raq available from Truss Plate is specified„the nst gn oakum WE tilos*ettee a 06/0112023 by M1 4. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351182 PL14-412_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:51 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl l-BAIe?hihCdydRGPHKZzJ21zd4rlOnXl 9aNj seWyCJy_ 1-2-12 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 o S ) 4 3 1.5x3 II 3x4= 1-5-12 1-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC20121TPI2007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/Mechanical,3=74/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard tip PR 04.GI N 2 jr 8 • 2P'E ( c T GREG© qO Qom( 0" �41/3ER \\ ©S A. HE EXPIRES:06/30/2015 December 5,2014 s a64AAWZ! -Verity design raraammrsand REAP f, 77SGPI 7HISAl%R;MUM KID<RE€EFEMT PAGE 14177473 rex1,'25/2E1i6EP0REf1SE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and 6 for an individual building component. 1411 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 �'T®�n 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/IPl1 Quality Crtieda,DSB-89 and BCSI loading 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 8f5atrtlscnsPit-mb ISP)tuirritseyrsspecif;tf,Me design.venues meshes.diffactive /02,115€13 tsyAMSC Job Truss Truss Type Qty Ply POLYGON R43351183 PL14-412_UPPER FO6 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1213:52 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-fMrOC1jKzw4U3P_TuGUYbV WmrFYbWtNJp1 SQ9yyCJxz 0-1-8 H 1 2-1-12 1 2-6-0 Scale=1:35.5 1.5x3 I I 1.5x3=- 1.5x3 1.5x3= 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP=1.5x3 I I 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 18 �Z .11N. 7 -41SIN-7 Nx.. 7 -INN. c a cx 17 ,see a 16 15 14 13 12 11 3x4= 3x6= 3x6 FP= 3x5= 3x6= 3x4= 20-4-12 20-4-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.12 13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.20 13-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:101 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) 11=886/0-2-12 (min.0-1-8),16=886/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1750/0,3-4=-1750/0,4-5=-2406/0,5-6=-2406/0,6-7=-1835/0,7-8=-1835/0,8-9=-1835/0 BOT CHORD 15-16=0/945,14-15=0/2219,13-14=0/2219,12-13=0/2262,11-12=0/1076 WEBS 9-11=-1334/0,9-12=0/940,6-12=-529/0,4-15=-581/0,2-15=0/998,2-16=-1240/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 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 be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard X00 PR QFpS _Co �,�G'INE - /.., 4 87022P a y �',), OR GON 45)44/ �O0 54.9ER 1� P� A. HER . EXPIRES:06/30/2015 December 5,2014 4 ®wARrem-Y deggra asamtars as ri READ NOTES ON THIS AM)13CIAILED Mirk,REFERENCE PAM 1411.7 473 me 1/29/F014WORE ISSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. '+ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek� erector.Additional permanent bracing of the overall structure is the responsibiity 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 4fs=uoh ns Pine('5.u)farms r is speraiedk tine designs s ues at-ettxrse effezave 06/O1f2O1.3 byAitsC Job Truss Truss Type Qty Ply POLYGON R43351184 PL14-412_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:53 2014 Page 1 ID:c53KNt9S8d7ANgLpvMEnZkyCdl1-7YPOQNkykECLg2ZfS_?n7j2zcfztFQ1S2hCziPyCJxy 0-11(8 Scale=1:39.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 If 1 s o _ 0 0 0 0 o0 0 e m e c e e 0 a 42 d 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= I 1-4-0l 2-8-0 I 4-0-0 I 5-4-0 I 6-8-0 I 8-0-0 I 9-4-0 1 10-8-0 I 12-0-0 13-4-0 I 14-8-0 16-0-0 I 17-4-0 18-8-0 20-0-0 121-4-0 22-8-0 123-11-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-1 1-4-n 1-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:112 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-11-12. (lb)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard (QED PROFFs 8 • 2PE f '\�,O REGO tiz© C? MBER c4 'a A. HE '` EXPIRES:06/3W2015 December 5,2014 9 AI kPAmom Vedtrdes ign paraamerare and READ M IES ON MIS AND INCF.UDED/dT TEKREFEREICE PAGE MTP.1473 r x1/25/2cm RERVIEUSE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. ,. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MI eIC 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 E#5auxhm.ePine[5'pj laaea es is sprat Matt 4deai8m esteemuc,ttsases3FrrLiv 06/01/2018 9ag•A£SC Job TrussTruss Type Qty Ply POLYGON R43351185 PL14-412_UPPER F08 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:54 2014 Page 1 ID:c53KNt9S8dZANgLpVMEnZkyCdl1 blzmdjlaVYLClj8s?hWOgwb8Y3JO_g1 bHKf�xXEryCJxx 1 2-0-0 1 -r—?1 1-2-12 T kB Scale=1:42.9 3x6= 3x4 II 3x4= 3x4= 3x4= 3x4= 3x6 FP=3x4= 4x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 _ V 4 14 j444 1 I k 1 1 \ a Z6 6P9111111‘14 -41.\-. a N 25 24 23 22 21 20 19 18 17 16 3x6= 3x5= 3x6 FP= 3x5= 3x5= 3x5= 3x5= 4x6= 3x4-=- 25-2-0 25-2-0 23-6-12 23yQ-4 I 23-6-12 0-r:1-5-12 I Plate Offsets(X-Y)— [1:Fdae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) 0.00 18 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.02 23-24 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.00 18 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:138 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 23-8-4. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)18 Max Gray All reactions 250 lb or less at joint(s)24 except 17=768(LC 1),17=768(LC 1),23=392(LC 3), 21=364(LC 3),20=363(LC 3),19=361(LC 3),18=296(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-25=-377/0,25-26=-377/0,15-26=-377/0,13-14=0/286 BOT CHORD 16-17=-286/0 WEBS 14-17=-579/0,14-16=0/474 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 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 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)272 lb down at 24-11-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �Ep PR QFF�, 7)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=1.00g7Q22 1_ Uniform Loads(plt) Vert:16-24=-8,1-14=-80,14-15=-180(F=-100) Concentrated Loads(Ib) Vert:15=-272(F) ,, U) T1/ >,OREGQ f1©Q SA. HERS EXPIRES:06130/2015 December 5,2014 ®iAARNXMS-Volk design,.aamctrisand READ MIES ON THIS Ate IN/1UEDMfTEKREFERENCE PAGE teff.7473r£c1125,12014BEMUSE a Design valid for use only with Mgek 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 stabifrty during construction e the responsibillity of the ■'Ti�1=° erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding I1-' R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Mil Quaily Criteria,DSI-89 and BCS!Building Component 7777 Greenback Lane,Suite 109 If informationbpbagiernt is TrussPlateInstitute,e are those effective foGOi f 8 hyittSC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Oty Ply POLYGON R43351186 PL14-412 UPPER F09 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:55 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-4xX8r3ICGrT3wtj27P2FC88KOSfMjKX1V h4mHyCJxw 2 3 4 5 6 7 Scale=1:14.0 ill , 40, A I A q A 14 13 12 11 10 9 8 1-4-0i 2-8-0 i 4-0-0 i 5-4-0 6-8-0 7-40 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 i 0-8-0 i LOADING(ps() SPACING- 2-0-0 CSI. DEFL- in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:38 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 puriins, 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 7-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacics,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Ep PROpt S� 87022PE f' cREGO 1 (©Q1\ Q M$E 1 4 A. HER EXPIRES:06/30/2015 December 5,2014 8 Ae MIME E YerZy design parameters sad READ NOTES ON THIS AND MIXED MTV(REFE.RENCE A4SE tela 7 473 reg-2,/29/24.14 BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. y Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shownMil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/TPIT 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 ifEesxthe€nPine(SP)lumbasa as specified,the desq rxratuea unetheec effective156/057201.3 byA BC Job Truss Truss Type Qty Ply POLYGON 843351187 PL14-412_UPPER 810 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:55 2014 Page 1 ID:c53KNt9S8d7ANgLpvMEnZkyCdI1-4xX8r31CGrT3wg2ZP2FC88KNSfUKWIV_h4mHyCJxw 0(1 1 2 3 4 5 6 Scale=1:12.8 ii = = = 14 J _ — — — — 13 e 1 12 11 10 9 8 7 1-4-0 1 2-8-0 1 4-0-0 1 5-40 1 6-2-12 1 1-4-0 1-4-0 1-4-0 1-4-0 0-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP 4 TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina: YES WB 0.03 Horz(TL) 0.00 7 n/a n/a Weight:33 lb FT=0%F,0%EBCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 6-2-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��1�p RR Op et N4. vz 8 • 2PE .. f i � ilv - t�,o OREGO (P a A. N EXPIRES:06/30/2015 December 5,2014 B AW,4,MIMS.Vir:'ydesign parameters aodR€APIST€S ON THIS AND IM2US€OtdfTEKP.FF EMEPAG€NfT7473mg1,/2 f20.14REDREW 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 11 A,�eIE' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB R fabrication.quality control,storage,delivery.erection and bracing,consult ANSI/Wit Qualtly Criteria,05B-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 ISafely f It Southern available from Truss Plate Institute,781 N.Lee Street, he ac#ied„the design vetoes are than efer.th1 re/01f201.3 try MSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F11 Floor 843351188 8 1 Pacific Lumber&Truss Co., Lake Oswego, Job Reference(Optional) eg Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:56 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-Y75X2Omg19bwX11E76ZUILgTFsv4Sf4ukeQdJkyCJxv 0-1-8 HI 1-8-12 I I 1-6-8 I 2-0-0 1 Scale=1:38.0 3x4 = 3x4= 3x4 I I 4x4= 3x4= 3x4= 3x6 FP= 3x5=- 1 211 12 13 0 3 4 5 8 7 8 9 10 as— a ? a N X X Z N. 0 #0/ d N Ft' l ' 21 20 19 18 17 16 15 14 3x6= 3x6 FP= 3x5= 3x5 = 3x6= 4x63x4= = I 1-11-12 2-44 22-4-12 1-11-12 0-i-8 20.3-8 I 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) -0.12 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.19 16-17 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.05 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: REACTIONS. (lb/size) 14=856/0-2-12 (min.0-1-8),20=1364/0-5-8 (min.0-1-8) 6-0-0 oc bracing:18-20. Max Grav14=880(LC 4),20=1364(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/346,2-3=0/345,3-4=-1381/0,4-5=-1381/0,5-6=-2237/0,6-7=-2237/0,7-8=-2294/0,8-9=-2294/0, 9-10=2294/0,10-11=-1556/0,11-12=-1556/0 BOT CHORD 19-20=-138/646,18-19=-138/646,17-18=0/1900,16-17=0/2357,15-16=0/2017,14-15=0/881 WEBS 1-20=-484/0,12-14=-1191/0,12-15=0/912,10-15=-623/0,10-16=0/374,5-17=0/492,5-18=-737/0,3-18=0/1034, 3-20=-1116/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 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. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. cc PR OFF. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOADCASE(S) Standard C. c..`" '9 s�� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 w Uniform Loads(plf) `z' 87022PE 1-- Vert:14-21=-8,1-13=-80 Concentrated Loads(lb) Vert:1=-272(F) U CV 7 mAT OREG•N *L55 1.0 C�! & HER R EXPI RES:06/30/2015 December 5,2014 4 MAWS __ t A -Verity Align parametrn aad READ IES MMES.AND mamaNITES REFERVAT NII 7473 rE a 1/25/201$REMISE 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MtTele fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Solely Information available from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA.95810 ifSaauthenn Pine WI kennel specified,ec the d, design.values are those a eceth.ee OG*32/283A3 byAkSC Job Truss Truss Type Qty Ply POLYGON R43351189 PL14-412_UPPER F12 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:58 2014 Page 1 Jxt 1 D:c53KNt9S8dZANgLpvMEnZkyCd11-U DHT4o4YmrenKRdEXbygmmdgeewf 0-1-8 H I 1-2-12 I P-8-41 2-0-0 1 Scale=1:43.4 1.5x3= 3x6 FP= 3x6 FP= 1.5x3= 4x6 II 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 N / Eissx.H,/,..N.Hz,..N.Hz...N // e.„, N. s o 26 a .t �� 20 t9 18 17 25 24 23 22 21 1.5x3 II 4x6= 3x6 FP= 3x5 = 3x5= 3x5= 3x5= 3x4= 25-2-0 I 1 1-5-121-44 23-6-12 1-5-12f1--A Plate Offsets(X.Y)-- 11:0-1-8.0-0-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) -0.09 20 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.22 Vert(TL) -0.15 19-20 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.04 17 n/a n/a Weight:167 lb FT=0%F,0%E BCDL 5.0 Code IBC20121TP12007 (Matrix) 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.OE(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:24-25,23-24. REACTIONS. (lb/size) 17=622/Mechanical,24=2401/0-5-8 (min.0-1-8) Max Grav17=640(LC 4),24=2401(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/297,2-3=0/293,3-4=-839/24,4-5=-839/24,5-6=-1707/0,6-7=-1707/0, 7-8=1707/0,8-9=-2057/0,9-10=-2057/0,10-11=-1891/0,11-12=-1891/0, 12-13=-1891/0,13-14=-1210/0,14-15=-1210/0 BOT CHORD 22-23=0/1327,21-22=0/1327,20-21=0/1933,19-20=0/2024,18-19=0/1603,17-18=0/668 WEBS 2-24=1393/0,1-24=-465/0,15-17=-890/0,15-18=0/720,13-18=-524/0,13-19=0/382, 8-21=-329/0,5-21=0/530,5-23=-678/0,3-23=0/857,3-24=-709/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/IP'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. {L 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 0-1-8,and 1230 lb down at 1-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. Co NG1N4- ./Q9 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��022P� f LOAD CASE(S) Standard "Cts 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=7.00 Uniform Loads(p6) JV Vert:17-25=-5,1-2=-150(F=-100),2-16=-50 (apt OREGO (p 4 Concentrated Loads(Ib) �' Vert:1=272(F)2=-1230(F) 1�1 � BER 1\ ©`S A. HE EXPIRES:06/30/2015 December 5,2014 II ®6yAAPi7:`4a-Yer.'fr desip Yararltefsrs act REM fOTES C:{Tit:B r3 Z� tZEf)1df7€K REFERENCE E k77 7473 see IfZ9/2tYd DEMME �� Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsbility of the building designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing,consult ANSI/GP11 Qualify Crifeda,DSB-89 and SCSI Building Component 77777 7 Heights, Lane,neSuite 109 Safely, mPe# available ctse1se & tie./Baars.are hoses.fertiva060 Alexandria,b ALSCa. Job Truss Truss Type Qty Ply POLYGON PL14-412 UPPER F13 Floor 5 1 843351190 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7530 s Jul 11 2014 MiTek industries,Inc.Thu Dec 04 12:13:58 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnayCd11-U WDHT4o4Ymre�nK.RdEXbygmmpJgfywgcBByvkNcyCJxt 1 0-6-4 4x4 A1-2-0 I I 0-8-7 4x4-, 1-2-0 1 1 0-6-1 1 _nl-17 1 2 3 4 5 4x4= 6 Scale=1:12.9 J _ 13 ; o �j ir • 12 11 10 4x4= 9 8 4, 4x4= 4x4= 1 2-10-11 I 3511 I 4-0-11 411-4 2-10-11 0-7-0 11-7-0 I 1-10-9 Plate Offsets(X Y)- [2:0-1-8 Fdge].[4:0-1-8 Edge] [5:0-1-8 Edge] [7:Edge 0-1-8] [10:0-1-8 Edge] [12'Fdge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.03 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:37 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=209/Mechanical,7=204/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-314/0,5-7=-306/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 41,, % rPRQFFss �ca tlGINE 0 2 'z 87022PE - u' cv v'^'3„, OREGsN tib 4// 0 �'1$Os, ER4\ rte© A- HER EXPIRES:06/30/2015 December 5,2014 4 tfiAkNl413-Yer'r design Yaatnefsrs and DEAD:0 Tt'S CN WS AND INCIOED PdfF€XFa£fx..}tr'N.T PAGE MR 7473 rex I,'/9/I014 BRAME anew Design valid for use only with MiTek connectors.Tho design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTele fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and SCSI Building Component Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,10 109 if Southern,t?ine(SP}lumber is specified,the Oesigetratoes are those efieettive l%/021203i byAILSC Citrus Heights,CA.95610 • Job Truss Truss Type Oty Ply POLYGON 843351191 PL14-412_UPPER F14 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:59 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-yinfgQpjJ4zV000poE6BN_ly?4ucfzPLQdHv2yCJxs 0-1-8 H I 1-°-8 I 2-6-0 I Ole =1:41.5 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 4 5 6 7 8 9 10 11 12 1 2 3 e e . i_ 0 9 ,o00,— , 23 NN, J27:::,/ ` -, icit N a/ e e_ � 22 2 _ _ ..n e �� 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= 24-6-8 I I 24-6-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >747 360 BCLL 0.0 Rep Stress lncr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a Weight:124 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1063/0-5-4 (min.0-1-8),19=1063/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1792/0,3-4=-1792/0,4-5=-3197/0,5-6=-3197/0,6-7=-3371/0,7-8=-3371/0,8-9=-2318/0,9-10=-2318/0, 10-11=-2318/0 BOT CHORD 18-19=0/611,17-18=0/2634,16-17=0/2634,15-16=0/3425,14-15=0/2986,13-14=0/1317 WEBS 11-13=-1632/0,11-14=0/1239,8-14=-829/0,8-15=0/477,6-16=-282/0,4-16=0/698,4-18=-1044/0,2-18=0/1463, 2-19=-1205/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �4E0 PR ores �� ��G( E�9 Sloe 870 2PE '' cq ()REGO tiq 4 7P0�SHSEP( 1v‘ Nu A He EXPIRES:06/30/2015 December 5,2014 t — r A t4:$Rfdl.! -Wertf desfga pasaamofers ani READ A IE'5 ON THIS 31411f0ED NITER REFEI/Ef1I USE MIL 7 473 mg,I/29/20108E4d�ELM Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage.delivery,erection and bracing,consult ANSt/IP11 Quality Cdfeda,D56-89 and ICS!Building Component If*Sou Information thernPinelSP)vollamsloaf is spezfieTruss tfi ct,thein govatissas aretIsore Street,Suitive0Alexandria, by 4 Citrus Heights,CA,95610 Job Truss Truss Type Oty Ply POLYGON R43351192 PL14-412_UPPER F15 FLOOR 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:00 2014 Page I ID:c53KNt9S8dZANgLpvMEnZkyCd11-QvKlumpL405M0ebOMydQvBr7xTIgOYkUfGOrSVyCJxr 1 0$4 1 1 1-2-0 I I 0-8-7 I I 1-2-0 I I 1-5-1 1 2-fi-0 Scale=1:16.4 1.5x3 II 4x4= 1.5x3 II 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 4x4= 4 5 6 7 a N e _\— e/ e e 13 12 11 10 9 3x4 = K 8 1.5x3 I I 1.5x3 II 4x4= 4x4= 3x4= I 2-10-11 1 3-5-11 14-0-11 I 8-2-12 I 2-10-11 0-7-0 0-7-0 4-21 Plate Offsets.X,Y)- [2:0-1-8 Edge] [3:0-1-8 Edge] [9:0-1-8 Edge].[10-0-1-8 Edge].f13-Edge.0-1-8J LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.03 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:49 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=356/Mechanical,8=356/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-380/O,45=-380/0,5-6=-380/0 BOT CHORD 9-10=0/380,8-9=0/353 WEBS 4-10=-262/0,2-13=-620/0,3-10=0/446,6-8=-437/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13?X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 44("°°..-'.4 :S.C.-870 221'f -�' a t 5. BATF R GON F)©�� OA. HE NP EXPIRES:06/30/2015 December 5,2014 1 A WAFtfd1M Verify design;ararnstErs axd READ IC TES ON THIS Ale€fKlUt-€d1 KIP(REFERENCE PAGE MEE 7473 mt..1125/2014 :MEUSE is Design valid for use only with MiTek connectors.This design B based only upon parameters shown,and b for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown b 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,derrvery,erection and bracing,consult ANSI/TPD Qualily Criteria,OSB-89 and BCS1 Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. ft Southern Fine(59)tarmf.rrex it#'seclfieal.dee Amiga vatut<s urn Strove esfectiva t3G/01f3O13 tsyAtkC Citrus Heights,CA,95810 Job Truss Truss Type Qty Ply POLYGON R43351193 PL14-412_UPPER F16 FLOOR 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:14:01 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-u5u056gzrhDDeoACwf81SPOJ5ta87uxduw80_xyCJxq 0-1-8 H 11-2-19 I rut 1 2-0-0 1 Scale=1:42.8 4x5= 3x4= 3x4 II 3x4= 3x4= 3x4= 3x6 FP=3x4= 4x4=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 nlir NIPTNPT\gpyr.N \ ' /r-ax- d N 2 a >- _ �_ e � 24 23• 22 21 20 19 18 17 16 4x6= 4x6= 3x6 FP= 3x5= 3x5= 3x5= 4x6= 3x4= I 1-5-12 1-f(4 25-2-0 I 1-5-19 n-i-e 23-R-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.21 19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.33 18-19 >867 360 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.07 16 n/a n/a Weight:136 Ib FT=0%F,0°kE BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.18BV(flat) TOP CHORD SWctural wood sheathing directly applied or 6 0.0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Excepd.': t: 6-0-0 oc bracing:22-23. REACTIONS. (Ib/size) 16=1013/Mechanical,23=1450/0.5 8 (min.0.1-8) Max Grav16=1028(LC 4),23=1450(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All force2,25,1-23120022s;60:01 s 250(Ib)or less except when shown. TOP CHORD 3 4=-1350/0,4 5=-1350/0,5-6=-2679/0,6 7=-2679/0,7-8=-3209/0,8-9=-3201910,9-10=-2943/0,10-11=-2943/0, 11-12=-2943/0,12-13=-1881/0,13-14=-1881/0 BOT CHORD 22-23=-123/379,21-22=0/2105,20.21=0/2105,19-20=0/3036,18-19=0/3168,17-18=0/2504,16-17=0/1043 WEBS 14-16=-1410/0,14-17=0/1132,12-17=-842/0,12-18=0/593,9-18=-304/0,7-19=0/256,7-20=-504/0,5-20=0/797, 5-22=-1042/0,1-23=-399/0,3-22=0/1335,3-23=-1100/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1,5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This Wss 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 3-1 Od(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. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 Ib down at 0.2-4 on top chord. R �� The design/selection of such connection devices)is the responsibility of others. E fi 8)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 Q $' • 2PE f Uniform Loads(plf) 11( Vert:16-24=-8,1-15=-80 Concentrated Loads(Ib) ., ? Vert:1=-272(F) . , Tex ' , ©REGO tip -/ ')bQ,F'l1B f_R 11 4 EXPIRES:06/30/2015 December 5,2014 e 1mllr A fARNIMMJ-L'earttesiynparan rsan/R€ADNZIESCf/1NISAM MIMEOi ID<REFERENCE PAGE MIT 7473recI/25/221d8 73/fEtfSE Design valid for use only with Mirek 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 ■ '� 1.` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �XBR fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qually Cdleria,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 5:aathesn Maus(3P)taantaes is cnorismd dales! vafxaes are4ttose a estiue oG/O1f2Q13 by AMSC Job Truss Truss Type Qty Ply POLYGON R43351194 PL14-412_UPPER F17 Floor 12 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:02 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCd11-MHSoJSrbc?L3FylOTNgu?cwUQHwdsKwnflatyW NyCJxp 1)-7-41 2-6-0 I 0-k8 Scale=1:40.7 456= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 I/ ......1 V N NIVI7N!!' 21 c i' V Ni 20 .t 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= a�r81-8 23-11-12 I 23-10-4 Plate Offsets(X.Y)— [19•Edge.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.36 15-16 >783 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 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=1043/0-5-4 (min.0-1-8),19=1043/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1581/0,3-4=-1581/0,4-5=-3040/0,5-6=-3040/0,6-7=-3266/0,7-8=-3266/0,8-9=-2265/0,9-10=-2265/0, 10-11=-2265/0 BOT CHORD 18-19=0/377,17-18=0/2450,16-17=0/2450,15-16=0/3294,14-15=0/2907,13-14=0/1291 WEBS 11-13=-1600/0,11-14=0/1207,8-14=-796/0,8-15=0/444,6-16=-314/0,4-16=0/731,4-18=-1077/0,2-18=0/1492, 2-19=-1125/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 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 be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard EiPROre ss 44,4:c' 87022P, r a y/ 4), RCON cp, 4/ 5 '�BE' a 1 °s A. HNA EXPIRES:06/30/2015 December 5,2014 9 e A tfk.�J 7fC-Yefi'y design rsararaeers and READ MIES CH THIS AND fRCt ILEf)MIR'REFERENCE PAGE MIT 7 473 rte J,`29120 8 BE.CERSE Design valid for use only with Mgek 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 - 111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility 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/TPIl Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute-781 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 It Snushwm Pine(SP)lumbar isepesified.the dcd ea eutsass aee it.are etlfeztitte 06j01/2013 by.M SC Job Truss Truss Type Qty Ply POLYGON R43351195 P114-412_UPPER F18 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:03 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1rTOAWosDNJTwt6Ka14B7XgTfHhG2bnOWLEdV2gyCJxo 0-1-8 i 2-6-0 I Scale=1:40.1 6x6= 3x4= 3x4= 3x4=3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 t ] ] C e 2• ., NN2 Z o \ V Z7N ICA 19 18 17 16 15 14 13 6x6= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= I 23-8-0 I 73-8-0 Plate Offsets(X.Y)— 119:Fdae.0-1-81.[19:0-1-8.0-0-8j LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.21 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.35 15-16 >803 360 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 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=1032/Mechanical,19=1027/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1461/0,3-4=-1461/0,45=-2950/0,5-6=-2950/0,6-7=-3206/0,7-8=-3206/0,8-9=-2235/0,9-10=-2235/0, 10-11=-2235/0 BOT CHORD 17-18=0/2345,16-17=0/2345,15-16=0/3219,14-15=0/2862,13-14=0/1276 WEBS 11-13=-1581/0,11-14=0/1188,8-14=-777/0,8-15=0/426,6-16=-333/0,4-16=0/750,4-18=-1095/0,2-18=0/1511, 2-19=-1125/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. LOAD CASE(S) Standard 4.X.." NE c�t'f0 �' 87022PE $f, 9 (11 JN, 7 41.) OREG ��s^1( O . i eE,R 13 A. HER EXPIRES:06/30/2015 December 5,2014 r 1 ®WARNING'-t'ererdesign pitigmeters and READ/3T£S ON THU AND MEMO(°ff7£X REFERENCE PAGE MITT 7 473 roc 1,/29/2S259EFOR£t/S£ 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 Mil-el('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 Qualtly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informationavailable i m l Institute, t.Suite22314. Citrus Heights,CA,95610 iF ,Pif ) rseMacri Miguel arekaueD63/ .fay MSC Job Truss Truss Type Qty Ply POLYGON R43351196 PL14-412_UPPER F19 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:04 2014 Page 1 I D:c53KNt9S8dZANgLpvM EnZkyCdl1-JgaYk7sr8cbnVFvnbniM41?r45TKMh4auM2bGyCJxn 0-1-8 H I 1-8-12 I I 2-2-0 1 2-6-0 I Scale=1:38.5 1.5x3= 3x6 FP= 3x6 FP= 1.5x3= 5x6 II 4x6 II 1 2 3 4 5 6 7 8 9 10 11 12 m _.744NN,__ I \ d N e lir. 19 18 17 16 15 14 13 1.5x3 I I 3x6 FP= 3x8= 3x5= 3x4= 1-11-12 2-I]4 22-4-12 1-11-12 0-1-8 20-3-8 Plate Offsets(X Y1— (1'0-1-8.0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) -0.05 15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.09 15-16 >999 360 BCLL 0.0 Rep Stress Incr NO VVB 0.23 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:143 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 No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied orb-0-0 oc bracing. REACTIONS. (lb/size) 13=811/0-5-8 (min.0-1-8),18=3148/0-5-8 (min.0-1-8) Max Horz13=-1594(LC 4),18=1594(LC 4) Max Grav13=868(LC 4),18=3148(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/829,2-3=0/828,3-4=-1649/154,45=-1649/154,5-6=-1649/154,6-7=-2380/0, 7-8=-2380/0,8-9=-1842/0,9-10=-1842/0,10-11=-1842/0 BOT CHORD 17-18=-1035/0,16-17=-1035/0,15-16=0/575,1415=0/749,13-14=-501/163 WEBS 2-18=-1533/0,1-18=-1113/0,11-13=-1338/0,11-14=0/917,8-14=-519/1,6-15=0/360, 6-16=-731/0,3-16=0/1140,3-18=-1355/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. . 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Non Standard bearing condition. Review required. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/FPI 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. SD PR QF 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)608 lb down at 0-1-8,and 1200 lb k>c � Fs, down at 2-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. CO �G INE ,.. 8)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 ' 87022P l 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 I Uniform Loads(plf) Vert:13-19=-8,1-2=-180(F=-100),2-12=-80 .. ' 7 N Concentrated Loads(Ib) ( r. Asf Vert:1=-608(F)2=-1200(F) '�7'OAFA R GON t's, / ` A. HEWN EXPIRES:06/30/2015 December 5,2014 c _ e AWAR,NFf/.%lerifrdesipnwaaieersgod /4IESON]1f1SANDIPIeEDM17EXltEFEFEfmf Mf77413res1/25,126td8 WISE 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 BL erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTel( el' 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 Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 t9Sesmfr ,11.Pine fSP)amber isspasMed,.the rtetignsrala.ras amtitusa d€astbet 06/O3/2O1.4 byALSC Job Tluss Truss Type Oty Ply POLYGON 843351197 PL14-412_UPPER F20 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:04 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-JgaYk7sracbnVFvnbniM41?s65kRKPk4auM2bGyCJxn Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 Je o o o- 0 0 0 a d e e-o 0 0 o n o o e 20 19 18 17 18 15 14 13 12 11 11-4-8 I I 11-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:55 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 11-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard c/ 4 c3I E��' sow 8 S 2P"E REGO -04 ' �✓AOj n � ' �CM8ERPs NA N EXPIRES:06/30/2015 December 5,2014 t a WARNING-Wear desipn parametars and READ?INES OM MS AM MIMED MIER REFEREDfa PAGE MKZU 7 473 es 1125/20108ELISE Design valid for use only with Mgek 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**. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1Y1 1 R fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 TfSou Iy ern )availablet aif crusrBeedPlx Institute,781 4 Street,areetarat Su=ctiv*Oe�3I .by MSC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F21 Floor 843351198 3 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:05 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCd11-ns8w4TtUvwje6PUz9V DbcFY'?N4v3spDoY6c7iyCJxm 1.5xA II 0-7-12 I 2-6i0 1.15x3 I I 1 2 4x4= 3 Scale=1:13.0 J L 5 4 4x4= 3x4= t. l-1--11 3-4-12 3-3-4 Plate Offsets(X Y)— [5:Edge 0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 "•• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(LL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-12 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=144/0-1-8 (min.0-1-8),5=144/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 2 87022PE r 41 '� REG( ti, �� 00 ` BER 11 t, " A. He EXPIRES:06/30/2015 December 5,2014 • A W41NT/5Vererdesigr parametErsaxdREAD/ TES GN11ffSAleMIMED fJPT€K66EFERENCE�M11-7473iris /1S BEMUSE f - Design valid for use only with MiTek connectors.The design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown E• is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillily of the �B erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' ek• fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 1f&author&Rimss(SP11aunherr is speciFied,the-design valuers are those mRFecthe 06/01/2OY3 try h SC Job Truss Truss Type Qty Ply POLYGON R43351199 PL14-412_UPPER F22 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 Mi Tek Industries,Inc.Thu Dec 04 12:14:05 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-ns8wxTtUvwje6PUz9VDbcFY?PU1 i3o_DoY6c7iyCJxm I 1-3-4 I 2-3-0 I Scale=1:22.6 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 J e- Alb MN ,i Nkl•- 4111111\N 10/ NIIII` d 9 1 10 i 3x5= 3x4= 3x4= 3x5= 130.4 I I 13-0-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP 195 TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.02 9-10 >999 480 MT20 220/ TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.05 8-9 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 8 n/a n/a Weight:67 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=567/0-2-8 (min.0-1-8),11=567/0-2-12 (min.0-1-8) FORCES, (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-815/0,3-4=-815/0,4-5=-922/0,5-6=-922/0 BOT CHORD 10-11=0/372,9-10=0/984,8-9=0/590 WEBS 6-8=-760/0,6-9=0/427,2-10=0/570,2-11=-643/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard REO, PROre�, SNE %% ac' 8 12PE , 1 , N y 4,OREGO �4� A. Her, EXPIRES.06/3012015 December 5,2014 4 ....m. 1 ®NARNI.'M3-Yer3Tdesfiga;ararrcrersux3READ ICIESOs//?f$SAM MIMED mmu7473cox d;29/2t14I MREUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Mil 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 Miff**erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safely information 781 jA4 Citrus HeignssCA,95610 1Souea Pine )ir is sl)c iferaes acs ,Alexandria. try MSC • Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F23 Floor R43351200 7 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional)7 ID:c53KNt9S8dZANgLpvMEnZkyCd11l 11 2014 -F2iJ8pu�6gElrVitZc.39iCkq PageS59EuJGoBUN1Dec 04 12:14:06 2014 Cr9f8yCJx1 P=84-11 2-6-0 I 0111-8 Scale=1:36.6 454= 3x4= 3x4= 3x4 = 3x6 FP= 3x5= 410234 1011 5 6 7 8 9 o a �e eAiiiisN -7 - _ a 20 N e e 0 3 e 19 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= I 21-6-12 21-6-12 i Plate Offsets(X Y)— [1:Edge.0-1-8) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.15 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.25 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:110 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.t&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) 18=937/0-2-12 (min.0-1-8),12=937/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=949/0,1-2=-414/0,2-3=-414/0,3-4=-2170/0,4-5=-2170/0,5-6=-2686/0,6-7=-2686/0,7-8=-1975/0, 8-9=-1975/0,9-10=-1975/0 BOT CHORD 16-17=0/1437,15-16=0/1437,14-15=0/2569,13-14=0/2472,12-13=0/1146 WEBS 10-12=-1420/0,10-13=0/1027,7-13=-616/0,7-14=0/264,5-15=-495/0,3-15=0/908,3-17=-1267/0,1-17=0/1042 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. 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(0.13?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. LOAD CASE(S) Standard = o PR OFF Q4. 870 2PE r to 7 SAT OREG N rp 44fti -9'p `4/3-es '‘�' � A. HE EXPIRES:06/30/2015 December 5,2014 4 ®f/At IAC-Ver:fyde_ignfaarrmtsrsaftdRETIf0TESCNTTHISANELWIUSEDtIIIEKRREFERENCEPACEM'I77413mx1/13/ZAP&BEMEimill5 Design valid for use only with MTek connectors.This design is based only upon parameters shown,and B for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown . is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 ifSai theta.paste)SP)tumbrel'is sped ied,the design eefsoes are these ee.ctivt 000212014btyJuLSC • Job Truss Truss Type Qty Ply POLYGON 843351201 PL14-412_UPPER F24 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:07 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCd11 FFhM9vkRXzMMjeMGwF3igdNM119XmV WGsb7BbyCJxk ole Scale=1:33.5 • 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 o-� 8 a 0 2 • • o o a a e o 0 31.a d N a _ - e e e o Sr- 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP=- 1 I 1-4-0 2-8-0 I 4-0-0 I 5-4-0 I 6-8-0 I 8-0-0 I 9-4-0 I 10-8-0 I 12-0-0 I 13-4-0 I 14-8-0 I 16-0-0 I 17-4-0 I 18-8-0 I 20-0-0 29-4-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-1) 041 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 19 n/a n/a Weight:97 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 20-4-12. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)19 Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,32,31,30,29,28,27,26,25,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ti�tO P R OFFS GINE 87022PE r 5. N -0,,GREG N tiq 40 /� ' BER �` �4 P ' A. NRS EXPIRES:06/30/2015 December 5,2014 f _ f ®1tA/11N/W3-Yer'y design;arametsrs and READ f iES ON TRIS INCASE Hi7Ef/EFEREME Mid 7473(tr.i;19/2014BBE SEtISE �" Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Lane,Suite 109 fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,008-89 and SCSI Building Component 77Gibbs Greenbackea,CA,ne, Safety Information avalable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. ti SerathermPmtOP)lumf»is specified,tfadesgavalues axe those erSoctiws0G163.1201.3byASC Job Truss Truss Type Qty Ply POLYGON R43351202 PL14-412_UPPER F25 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:08 2014 Paget ID:c53KNt9S8dZANgLpvMEnZkyCd11-BRp3ZVvMCr5DztCYgdnIEtAXIi5JGDwWKGkl yCJxj 0-'8 Scale=1:35.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ■ e o o a o e a a a o e o--lir— a a • a 38 0 2 N A a o e a d ae 3 e e e 37 lAXAgXNXNXX \AXAXXXXAA?V >6cXXXAXANAXX;XXXXXXXXAX ;XAXX XXANXXA 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= I 1-4-0i 2-60 i 4-0.0I 5-4-0 I 680i 8-0-0 I 9-4-0 i 10-8-0 i 12-0-0 13-4-0 i 14-8-0 i 16-0-0 i 17-4-0 i 18-8-0 I 20-0-0 i 21-6-12 i 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-6-12 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:100 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 21-6-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,31,30,29,28,27,26,25,24,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard -ckti) PRQFe Vi; ��G(NE /©. 87022PE - / C 5 1'0,,, OREGO ti� „1/. tb °l)0 Ni,OBER zv �� AHS EXPIRES:06130/2015 December 5,2014 4 e ®WARM -Ves:tfdesign parameters and READ AMESCN THISAN DELUDED MEf1EFERENCEMa-NIT 7473mt1;/2S/2010BUMF 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 1111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the �B 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/1911 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety lnformalon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tiSouthern Pine(Sell rumbark weer/Feed,tha design Vataxas are those Merectine 4GICfelZ013 byALSC Job Truss Truss Type Qty Ply POLYGON R43351203 PL14-412_UPPER F26 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s J01 11 2014 MiTek Industries,Inc.Thu Dec 0412:14:09 2014 Page 1 ID:c531<Nt9S8dZANgLpvMEnZkyCd11-fdNRnrw_z9D4b1 nkOLIXn5jfU6Jz?VtpjA4pGTyCJxi 11-0-4 1 2-6-0 I 0-17j8 Scale=1:41.5 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5 = 1 2 3 4 5 6 7 8 9 10 11 12 Pim ° a 21 i , tit N I / \ rr e ° - 20 - ,,7" m, 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= 0-7 16 I f)-11 6 24-3-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >748 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a Weight:122 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 13=1062/0-5-4 (min.0-1-8),19=1062/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1782/0,3-4=-1782/0,4-5=-3190/0,5-6=-3190/0,6-7=-3366/0,7-8=-3366/0,8-9=-2315/0,9-10=-2315/0, 10-11=-2315/0 BOT CHORD 18-19=0/600,17-18=0/2626,16-17=0/2626,15-16=0/3419,14-15=0/2982,13-14=0/1316 WEBS 11-13=-1631/0,11-14=0/1238,8-14=-827/0,8-15=0/475,6-16=-283/0,4-16=0/699,4-18=-1045/0,2-18=0/1464, 2-19=1200/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. 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 be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard c_.‘,,,-1) PR Odes Q 87022PE mov :,:n. OF EG•N qo ✓� S'�1BEF1 A4s�Q� A,- He?, EXPIRES:06/30/2015 December 5,2014 e I Q FyARPF7 PJ-Ues;ty design parameters and REAP)1C7i:S CH MIS APS MOB MITES REFERENCE PAGE NH 7473 rex 1,12512014 DEMME 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 fa■�T�1..Il` erector.Additional permanent bracing of the overall structure is the responsibility of the buildingBYI designer.For general guidance regarding l fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7PI1 QuaMy Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information PineOMSavailableirif=om Truss Plate, Institute, Street.Suite Alexandria.4byA 22314. Citrus Heights,CA.95810 Job Truss Truss Type1 Qty Ply POLYGON PL14-412_UPPER F27 Floor 2 R43351204 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:09 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-fdNRnrw z9D4b1nkOLIXn5jhg6Or?bHpjA4pGTyCJxi 1-7-12 I 2-6-0 I 0- - � Scale=1:25.6 1.5x3 II 1.5x3= 1.5x3 II 3x4= 1.5x3 H 3x4= 1.5x3 II 3x4= 1.5x3= 1 23 4 5 6 7 _70,_Nsx _7,_ 13 0 0 d e 12 1 10 9 3x4= 3x5= 3x5= 3x4= aiTB14-9-4 14-7-12 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:75 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) 8=639/0-5-4 (min.0-1-8),11=639/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1057/0,3-4=-1057/0,4-5=-1160/0,5-6=-1160/0 BOT CHORD 10-11=0/527,9-10=0/1250,8-9=0/739 WEBS 6-8=-915/0,6-9=0/522,2-10=0/657,2-11=-782/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 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 be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �p,E PRO/ 2� ` 870 2PE y �A� o,,OREGO , (i 6' A- HERS EXPIRES:06/30/2015 December 5,2014 4 I Yeay design;aramr yrs aid PIM dr.'rF3 ON THIS AND MIXED NOW REFERENCE PAGE Ku 7473 m s 4/15f701d WORE USE mll... Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown o 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 ffSauthenn Phut t'Pth Tpaner It spec et,the,design aathese rues ateese**active 05/01/201.3 fly.AMS:C Citrus Heights.CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351205 FLOOR SUPPORTED GABL 25 1 PL14-412_UPPER F28 Job Reference(optional) 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:14:09 2014 Page 1 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon ID:c53KNt9S8dZAN9LpvMEnZkyCdl1-fdNRnrw z9D4b1 nkOLIXn5jji6Rc?gUpjA4pGTyCJxi 1-0-8 1.5x3 II Scale=1:13.2 1 3x4= 2 0 0 N IF . ...•• 1.5x3 II 3x4 = I•I 1-3-8 I r i 3 1-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 >999 38600 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except TOP CHORD 2x4 DF No.1&Btr(flat) end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid rtiadirectly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (Ib/size) 4=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��1010 PROpe 4NG(NEfi'9 so /©%q 87022PE N c cn iv 5. % OREG N qQ©4 A. He EXPIRES:06/30/2015 December 5,2014 I ra 1 ®wAraetE-Verify&lip pame€ers raid READ K TES SN THIS ANV Th tZED MIRK REFERENa ME MIT 7 473 rex 1,125/2014 EtEMEUSE mil.r Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ���is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 k. fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/Wit Quality Criteria,DSI-89 and BCSI Building Component Citrus7Greenback k L ne,Su Safety k a ft Pinson available)lumber it iInstitute, sign ve8tae.ra those inset,fiftieths* 0 Alexandria. i#1 f 13 bvyAAf. a. Job Truss Truss Type Qty Ply POLYGON PL141 1 412_UPPER F29 FLOOR SUPPORTED GAEL R43351206 Pacific Lumber 8 Truss Co., Lake Oswego, Job Reference(optional) eg Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:10 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-7gxp_BxckSMxDBMxx2pmJlFuhVntk7kyygpNowyCJxh I 0-10-12 1.5x3 II 1 3x4 = 2 Scale=1:13.2 0 0 N r • ,. •... 4 ��e,��� eC1% 1.5x3 II 3x4= 0-9-0 1-1-12 I 0.0.3 1-1-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (roc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) 0.00 4 `••• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-12 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=56/1-1-15 (min.0-1-8),3=56/1-1-15 (min.0-1-8),3=56/1-1-15 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 03 PRO4. co kAGIN� `S 414 17 .1370 2PE Aity 5, � 4 0 Is MBE�R 4\ v,‘-'SA- HERS EXPIRES:06/30/2015 December 5,2014 it A IVAFWIMS-Verify dcsz/n parameors and REAP r/TES ON THIS AM DEEMED IfiiYEKREFERENCE PAGE eta 7 473 reg.1,/29/2014 OFOREIFSE ...•e e 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 responsibility of the building designer.For general guidance regarding MITeiC' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 If Southern Pisae(SP(kterstnov eapaclfiad,.rte wsrgrsnstuzs arwS3tate 6tIastiririk 06/03/201.3 by MSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351207 PL14412_UPPER F30 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) 9g Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,xckSMXD.Thu Dec mJIFu:V 10 nwk714 kyyPage 1 CJxh ID:c53KNt9S8d7AN9LpvMEul11201l-7gxp_ 1.5x3 II 1 4x4= 2 Scale=1:13.3 L d N 4 3 1.5x3 II 4x4= 0-(-0 0-9-12 1 O.�.q 0-9-12 Plate Offsets(X.Y)— I1:Edae 0-1-81.13'Fdae.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:9 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-9-12 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=38/0-10-0 (min.0-1-8),3=38/0-10-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard ,s(( "0 PR p,1: �5 �cNc3lNE .09 ''©1, 87022PE f. OREG N rtz' kr '"PC0 :OBER \ p� C A,- NES\" EXPIRES:06/30/2015 December 5,2014 B 1 ®WASNTi3-Yer/f r*lip maw trrsand READ MIESONThISAM MIXED NITE,YREFERENCE PAGE MSlf7473mg.If29/2111dMETNEUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicabirrty 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 responsibiity of the butding designer.For general guidance regarding fabrication,quality control,storage,def very,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 7 Greenback eenba k Lane,neSuite 109 nSao in" is °(SP)lumber i from TrussatiineInstitute,sei 781 seism Street.effective Alexandria,isM C 4. Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F31 R43351208 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumbar&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:10 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-7gxp BxckSMxDBMxx2pmJIFuSVnrk7kyygpNowyCJxh I 1-0-8 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 N 4 At 1.5x3 I I 3x4= r r• 1-3-8 I 0-i 3 1-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in floc) I/defl Ud PLATES GRIP TCLL 40.0Plates increase 1.00 TC 0.06 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 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=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard „.�� tiNG(N�F-, �0� '' .870 2PE �'r.. .'114 -17140�'�,�,OREG N i5) idi dM'ER .0 �4) "� A. HE. EXPIRES:06/30/2015 December 5,2014 B AWNW:-VertydearanpararmmrsandREADMIESONMS,AleM2.tfIEDHTTEKREFEPEAcrPAGEMg7473mc1/29/2414 Y Design valid for use only with MTek connectors.Thu design is based only upon parameters shown,and is for an individual building component. �` Applicability of design parameters and proper incorporation of component a responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MI of(" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,D5B-89 and BCSI Building Component Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 If St kern Pine$P)aanber is epecilasr tiredeatgnvalues are thole alfartisra OG/rtlt/2O18 byAtEC Job Thus Truss Type Qty Ply POLYGON 843351209 PL14-412_UPPER F32 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:14:11 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdllcOVCCXyEVmUogKx7VmK?sWo3Jv74TZS6BUZwKMyCJxg 1 2 3 4 Scale=1:13.0 J - 4 4 N ....... F.. ...... .... . 8 7 6 5 I 3-7-0 3-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina- YES WB 0.03 Horz(TL) 0.00 5 n/a n/a Weight:19 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No,1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 3-7-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard .-ckt.o PRQi 0.0 -37 c 87022PE r cv -71,04.`,..... 4,10 '© ' rya* P 11 HtR� EXPIRES:06/30/2015 December 5,2014 I , ®MUM-Verify dclisprsparameters and READ J IES OHM.8AND Ti tt £DMTTEKREFERENCEPAG£MTI7473ret.129/21BEMUSE Design void 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's responsibility of building designer-not truss designer.Bracing shown NM is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the itek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MMGreenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 1T Information thern Pinta available from Truss Plate mLas is dined.the dcsi f,7Wittes are;twsa Street,Suce�3c 06/411/Alexandria, 3472.3 byAt:SC4 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON PL14-412 UPPER F33 FLOOR SUPPORTED GABL 1 1 843351210 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s 1 2014 MiTek e 1 ID:c53KNt9S8dZANgLpvMEnZkyCdllcOVCCXyE/mUogKx7VmK WInc.Thu Dec o2dv70TZ 6BUZ2014 wKMyCJxg I 1-4-0 1.115x3 II 1 3x4= 2 Scale=1:13.2 0 • Arzo 1.5x3 II 3x4= D-¢0 1-7-0 21-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) 0.00 4 '•" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-7-0 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=80/1-7-2 (min.0-1-8),3=80/1-7-2 (min.0-1-8),3=80/1-7-2 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ',,ttj PR©FES' �1f co \AGI N s„., 2 Q' 87022PE C'* / t13 r. '0�,�REGO *L©QIP ?{} M$E`R \\ �,,� " A,. HEWN EXPIRES:06/30/2015 m December 5,2014 A WARNf.:t-Ver.-trr/elign pramesr s atd READ AC IES ON THIS F C2(F ED MID(REFERENCE PAG Ma 7473;Et 1//2f/2014 , EIS —_ a Design valid for use only with MiTek connectors.This design is based only upon parameters shown,andisfor an individual building component." Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITele fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 If Southern I4asej5aa)tanattex is maimMad,rhe design aufues ate thaws effecti at t 1a/2Oaf ay.A SL Citrus Heights,CA,95610 Jab TNSs (Truss Type Qty Ply POLYGON R43351211 SUPPORTED GABL 1 1 FLOOR PL14-412_UPPER F34 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:11 2014 Page 1 Pacific Lumber&Truss Co.. Lake Oswego,Oregon ID:c53KNt9S8dZANgLpvMEfZ cyCdl1cOVCCXyEVmUogKx7VmK?sWo3?v7ATZ_6BUZwKMyCJxg 7x10 II Scale=1:13.3 1 2 . N 4 3 7x10 II .r. 0-7-4 I ..2 0-7-4 Plate Offsets(X Y)— 11:Edae.0-1-81.14:Edae.0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight:9 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-7-4 oc purlins, except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD 2x4 DF No (flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=26/0-7-6 (min.0-1-8),3=26/0-7-6 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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 strongbacics,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. LOAD CASE(S) Standard ,¢5p OFE. � � � ✓0-0,-9 e 870 2PE '‘A GREG Nryc'4 A. He EXPIRES:06/30/2015 December 5,2014 I e ', ®W I%-4erf/designraranwfsrssod REAP l TES ONTHIS 4M1/MC2£SE0PIT£KREFETE/EE Tf177473mcT/ZWJ2PIOBETAV Design valid for use only with MTlek 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 MIS@k" erector.Additional permanent bracing of the overall structure is the responsiblity of the building designer.For general guidance regarding Su fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPi1 Quoin,/Cdtedo,DSB-89 and BCSI Building Component 7777 Heights 7 Greenbak Lane ne, uite 109 Safely Information avaikable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. ff5 ssele mP.se(SP)fcrosber Is specified.the desiga:wives ace thine effective 06410112013 by„MSC Job Truss Truss Type Qty Ply POLYGON PL14-412_UPPER F35 FLOOR SUPPORTED GABL 2 1 843351212 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-4C3aPtztF4cfSUWJ3TrEPjLDBJSECOEFP81UtoyCJxf 1 1-5-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 d 1.5x3 II 3x4= 0-¢0 1-8-4 1 0.41 1-8-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) 0.00 4 "`" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-4 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=86/1-8-5 (min.0-1-8),3=86/1-8-5 (min.0-1-8),3=86/1-8-5 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard wSS©c . 2 `x' 87022P, X41), OR GON eP 4, C'C,L',414, s..1 1\ pC\ + A- H ; EXPIRES:06/30/2015 December 5,2014 i r:tp de lip pram gra and READ Aa07£S G.x THIS AND ma MED/417I-?f REFERENCE PAGE mu 7473 mg.0911014 x£1/5£ .... ti Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. lt Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crifeda,D5B-89 and&C51 Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Cibus Heights.CA.95610 If Southern Pine ISP)Srm#err is specified, desige values are thane etteetiuei%/O9f2Q13 byALSC Job Truss Truss Type Qty Ply POLYGON 843351213 PL14-412_UPPER F36 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCd114C3aPtztF4cfSU WJ3TrEPj LDrJSJCOEFP81UtoyCJxf 1-1-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 ---\I N 4 • 40), 1.5x3 II 3x4= I I I 1-4-4 I bI 2 1-4-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 40.0 TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-4-4 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=68/1-4-6 (min.0-1-8),3=68/1-4-6 (min.0-1-8),3=68/1-4-6 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,ipPRQFe6' NU 17 '-r 870 2PE to , , cv 7 fi'Qy, ©REGO , 14/ '51CIO 8ER k Heck.\ P� ' k EXPIRES:06/30/2015 December 5,2014 4 r AvtARNIM3-Verffydesign parameters gnat READ?CIES GNT4tfg AND DEMO M.EPAGE HUb7473re&124/2610BS37.4FtfSE 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 11111 MiTek" is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the erector.Additional permanent bracing of the overal structure is the responsiblity of the building designer.For general guidance regardng Greenback Lane,Suite 109 fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 777777s Greenback k L ne,Su Safety information available from Truss Plate Institute,751 N.Lee Street,Suite 312.Alexandria,VA 22314. If Southern Pine ISM lumbar is specified,the design aretfraseaiOentiuc o6/03f3013 by MkC Job Truss Truss Type Oty Ply POLYGON PL14-412_UPPER F37 FLOOR SUPPORTED GABL 843351214 1 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Pagel I D:c53KNt9S8dZANgLpvMEnZkyCd11-4C3aPtztF4cfSU WJ3TrEPjLEUJSNCOEFP81UtoyCJxf 1.5x3 II 4x4= 2 Scale=1:13.3 C 4 3 1.5x3 II 4x4= 01-0 411-0 Plate Offsets(X.Y)— 11:Edge.0-1-8].[3:Edge 0-1-8] 0-0-1 0-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-11-0 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=44/0-11-1 (min.0-1-8),3=44/0-11-1 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard PR Op SyGIN� z Yo, „„_44., 870 2PE f N Vt‘371%a,, OREGON ,Z(z, iv'/' aela A,. HER EXPIRES:06/30/2015 December 5,2014 ®IMAM-Wear design parameters at&READ!i0rESONDIN AND ROWED N17E?fREFEREhYEPAGE MIL 7473re&1;/13/2202i1&re EUISE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and a for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown111 '' is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 7777 Greenback Lane,Suite 109 1f Savthern Pisse(SP)lumber It specified,the designee€ues an,eat eve effective 06/61/2301.3tnlrAtsc Job Truss Truss Type Ply POLYGON 843351215 Floor Supported d Gable lOty 2 1 PL14-412_UPPER F38 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:c53KNt9S8d7ANgLpvMEnZkyCdl1-4C3aPtztF4cfSUWJ3TrEPjLE1 JSKCOEFP8IUtoyCJxf 1-0-0 1.5x3 I I Scale=1:13.2 1 3x4 = 2 N q N ♦ ♦...•y 1.5x3 II 3x4= I 1-3-0 I 1-3-0 LOADING 40.0 SPACING- 2-0-0CSI. DEFL. in (loc) I/deft Ud PLATES GRIP ,." TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) 0.00 4 '999" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 60 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No (flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 4=62/1-3-0 (min.0-1-8),3=62/1-3-0 (min.0-1-8),3=62/1-3-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard .,sktO PRo- 87022PE y �'4 OREG•N �4�� �C� :'OBER 41 P ' A. He EXPIRES;06/30/2015 December 5,2014 1 4 A IYAFV/IMI-V&ify zte.t4n paramcsrrx and MAD Alf€S ON THIS AND mama Mirk REFERENCE PAGE NII 7 473 f E.z 112912O10883iEt& •. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional 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 Qualtly Criteria,055-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 1rhrsavanomTrussa nstse , artrt,S Suite A 22314. Heights, 95610 15fes hitidthe i5t, ttasem /12013tiMSC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 6-4-8 dimensions shown int ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,y p 4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury r��= Dimensions are in ft-in-sixteenths. 111� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. onal or dia TOP CHORDS 9 g,is always required. See BCSI. 01 „ 2. Truss bracing must be designed by an engineer.For '/16 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I - IL\111111k>,, ,,,:;1 bracing should be considered. _ O3. Never exceed the design loading shown and never Ostack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 cea C5-6designer,erection supervisor,property owner and plates 0 'nd' from outside BOTTOM CHORDS at other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that � Indicated b s mbol shown and/or SYP represents values as published specified. 4P Indicatedi.:;" y 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, or less,If no ceiling Is instated,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. IthiMill11111 reaction section indicates joint 17.Install and load verticallyunless indicated otherwise. number where bearings occur. Min size shown is for crushing onlyin . aili ,fp 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 iDSB-89: Design Standard for snot sufficient. 9 Bracing. ■ BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTekANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013