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Plans (379) Nit t o3 s 6 -1 A MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-1 99 MAIN H Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R46143048 thru R46143053 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. <c" PROFFss ��\� �NGINEF� �� 2 87022PE v� 7 �4j, OREGON r15' 00 AMBER .\\ OSA ERCP t : 1. I December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTeks' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-199 MAIN H Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R46143048 thru R46143053 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. oTONIO 14' a pFWAS1r• "6¢+ ,k 49639 sy`'� "c,49639,0, LISTER December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply 14-199_MAIN_H F01 Floor 10 1 R46143048 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:21 2015 Page 1 ID:b8AN6WngcQckeKZ5_xQaiSz9xz1-81XtXXtB013S01HAygNgvnUycUORRV3kWPVs63y80wW 0-6-8 I—II 2-0-0 I I 1-9-0 I I 1-9-0 I 51__ 1 Scale 1:30.8 1.5x3 11 1.5x3 I I 3x4= 1.5x3 11 3x12= 3x6 FP= 3x4= 1.5x3 11 3x4 = 3x5= 1 2 3 4 5 6 7 8 9 10airaitmipu i i moi. 1FIl� ��MMid �� lal� O 18 17 16 15 ÷ 13 12 11 1.5x3 11 3x6= 3x6 FP= 3x4 11 3x8= 3x6= 1.5x3 11 3x8 = 66-A 8-9-8 I 17-0-8 17-7-9 8-3-0 8-3-0 0-6-8 Plate Offsets(X,Y)— [1:0-1-8,Edge],[10:0-1-8,Edge],[12:0-2-0,Edge],[13:0-3-12,Edge],[16:0-2-12,Edge],[17:0-2-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.08 16-17 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.71 Horz(TL) -0.01 10 n/a n/a BCDL 5.0 Code IBC2012JTP12007 (Matrix) Weight 73 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=1141/0-3-8,1=357/0-6-0,10=357/0-6-0 Max Gray 14=1141(LC 1),1=395(LC 3),10=396(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •$'tONIo,p , TOP CHORD 1-2=-1063/0,2-3=-1063/0,3-4=-454/364,4-5=-453/364,5-6=-455/364,6-7=-455/364, F'' 7-8=-455/364,8-9=-1062/0,9-10=-1062/0 0% a 'WAS'!", BOT CHORD 16-17=-54/1067,15-16=1266/0,14-15=-1266/0,13-14=-1264/0,12-13=-52/1069C.) ,cf<A di W WEBS 5-14=-1107/0,1-17=0/1097,2-17=-253/0,3-16=-779/0,5-16=0/1400,10-12=0/1096, I i-r ., Q�0� d 9-12=-252/0,8-13=-781/0,5-13=0/1400 / -:. N NOTES- „ka rd 1)Unbalanced floor live loads have been considered for this design. 44. �`` 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 'r•P 4, 49639 t, ' be attached to walls at their outer ends or restrained by other means. �.4+,, -►ISTE— 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. sSIQNALS�� 4)CAUTION,Do not erect truss backwards. `�,�Ep PROpen C�co GI NEF9 ,-,/, �, 2 870 2 P E 9r yN >N �Aj, OR EG• tis 40 -90 FMBER \1 O �O S A. HEP`�P EXPIRES:06/30/2017 December 16,2015 t t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekE connectors.This design is based only upon parameters shown,and is for an individual building component,not mita truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,088-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply R46143049 PL14-199_MAIN_H F02 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:21 2015 Page 1 ID:b8AN6WngcQckeKZ5_xQaiSz9xzl-81XtXXtB013801 HAygNgvnUzjU3wRg9kWPVs63y8OwW 1 0-6-1 2 3 1.5x3 I 3x4= 1-2-11 Scale=1:6.7 a v m °' d O 1.5x3 II 1 5 4 3x4= I 0-6-1 I 1-11-12 0-6-1 1-5-11 Plate Offsets(X,Y)— [2:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.01 5 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.01 5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code IBC201211-P12007 (Matrix) Weight:8 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=98/0-5-8,4=102/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. II- 0 • NOTES- O� O ,wns, 't1� 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 2)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 G �� QUO d be attached to walls at their outer ends or restrained by other means. I co 4._ "♦., 't C� 3)CAUTION,Do not erect truss backwards. /' N i sSI0NAL �� ���EO P R OFFS �c\� •NGINF9 s/O9 87 2PE r N N 7 "0), OREG N c �N O 9OO�M8ER "\1 S A. HECk EXPIRES:06/30/2017 December 16,2015 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Id Design valid for use only with Mirek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 • , Job Truss Truss Type Qty Ply PL14-199 MAIN H F03 R46143050 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:21 2015 Page 1 ID:b8AN6WngcQckeKZ5_xQaiSz9xz1-81 XtXXtB013SQ 1 HAygNgvnUwtUOPRWLkWPVs63y80wW 1 2-0-0 I 1-11-4 I I 1-9-0 I6-S � I Scale=1:30.0 1.5x3 I I 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x8 = 3x6 FP= 3x4 = 1.5x3 II 3x4= 1 2 3 4 5 6 7 8 9 10 ra to dI e �"�� � _ l��� - NId) dam, - 14 d a' 1- 16 15 !' 13 12 11 3x4= 3x5= 3x6 FP= 3x5= 3x8= 3x6= 1.5x3 I I I 8-2-4 8-1,-p 2 16-6112 17-1-41 8-2-4 (1-1-8 6-3-0 0-6-9 Plate Offsets(X,Y)— [5:0-3-0,Edge],f10:0-1-8,Edge],[12:0-2-0,Edge],[13:0-3-8,Edge],[14:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.04 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.08 12-13 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.69 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 17=349/0-1-12,14=1124/0-3-8,10=362/0-6-0 Max Gray 17=389(LC 3),14=1124(LC 1),10=397(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `^CONIO >. TOP CHORD 2-3=-1090/9,3-4=-1090/9,4-5=0/1208,5-6=-464/312,6-7=-464/312,7-8=-464/312, Q+ ' F 8-9=-1066/0,9-10=-1066/0 OBJ of WA$4j?, r BOT CHORD 16-17=0/916,15-16=-364/509,14-15=-364/509,13-14=1179/0,12-13-15/1076k(4y WGA 11, WEBS 5-14=-662/0,2-17=-959/0,4-16=0/747,4-14=-1396/0,10-12=0/1100,9-12=-252/0, ti ^, O 8-13=-765/0,5-13=0/1364 ` N NOTES- • / 1)Unbalanced floor live loads have been considered for this design. vt, 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. 49639 g/� 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to O`�� TFR�~ be attached to walls at their outer ends or restrained by other means. �SIAL��� 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. ���`0 PROFFss c.5 � GiNEFR �� �, 2 9 CC 87 2PE r N 7 '$, OREGNR34 -51O F�8ER 1\ O On A. HE?' EXPIRES:06/30/2017 December 16,2015 • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not * a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply 846143051 PL14-199_MAIN_H F04 Floor 3 1 m. ii. ii. Job Reference(optional) Pacific Lumber&Truss B.2:51 averton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:22 2015 Page 1 21D -cESFlsuPct J1AsMWYuvS?13kuLdAy2tk3EQeVy8OWV 0-6-6 I 2:010 1-2 4 I 2-2-° Scale 1:36.4 3x4= 1.5x3 II 33:x4:= 1.5x3 II 3x6= 3x10= 1.5x3 II 3x6 FP= 1.5x3 II 3x4= 1.5x3 II 13x5= 2 4 5 6 7 8 9 10 11 12 i rte _ ,mow _ .a u d 20 19 18 1.73:1: 7 16 15 14 13 1.5x3 II 3x8= 3x8= 3x6 FP= 3x5= 3x10 = 3x5= 3x4= 0{r�- 10-1-4 10-F[12 20-10-12 1 h-8-81 9-8-12 0-1-8 10-8-0 Plate Offsets(X,Y)— [1:0-1-8,Edge],[5:0-2-14,Edge],[6:0-2-8,Edge],[15:0-3-12,Edge],[16:0-1-12,Edge],[18:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.08 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) 0.13 14 15 >986 360 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) -0.01 13 n/a n/a Weight:88 Ib FT=0%F,0%E BCDL 5.0 Code IBC20121TPI2007 (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)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-15:2x4 DF No.1&Btr(flat) REACTIONS. (lb/size) 1=404/0-6-0,16=1390/0-3-8,13=458/0-1-12 Max Gray 1=458(LC 3),16=1390(LC 1),13=500(LC 4) ILfNIO FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. r7 WAS$>, TOP CHORD 1-2=-1290/0,2-3=-1290/0,3-4=-1083/375,4-5=-1083/375,5-6=0/1954,6-7=-648/501, GO <<, r' �, d 7-8=-647/501,8-9=-647/501,9-10=-1792/0,10-11=-1792/0 BOT CHORD 18-19=-73/1493,17-18=-939/0,16-17=-939/0,15-16=-1904/0,14-15=-97/1548, 9t N 13-14=0/1262 WEBS 6-16=-776/0,1-19=0/1331,2-19=-253/0,3-18=-605/0,5-18=0/1432,5-16=-1270/0, 11-13=1322/0,11-14=0/556,9-14=0/396,9-15=-1087/0,6-15=0/2091 16 49639 `�' NOTES- 0,' ISTEg� ` 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. SZONAALti,� 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ��D P R OFF 5)CAUTION,Do not erect truss backwards. 8 • 2PE f yN � N �A� OREGO cy�O� OS A. HEp'�P EXPIRES:06/30/2017 December 16,2015 1 � a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i, Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply PL14-199 MAIN_H FOS R46143052 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:22 2015 Page 1 ID:b8AN6 WngcQckel<ZS_xQaiSz9xzl-cESFlsupnLBJ 1 AsM WyuvS?18buKgAyPtk3EQeVy8OwV 0-6-8 1 1 1-7-12 I I 1-6-0 Scale=1:20.5 1.5x3 I I 3x4= 1.5x3 I I 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 3x6= e 2 3 4 5 6 7 8 is- ;-- / ,____________________--;----......_______________________:0- -----_._ : 13 12 11 10 9L� 1.5x3 II 3x8= 3x5 = 3x6= 3x4= 0-6-8 I 11-9-12 11-3-4 Plate Offsets(X,Y)— [1:0-1-8,Edge],[12:0-3-12,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.10 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.16 10-11 >854 360 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.00 9 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) 9=502/0-1-12,1=500/0-6-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1327/0,2-3=-1327/0,3-4=-2203/0,4-5=-2203/0,5-6=1772/0,6-7=-1772/0 1ONIO 0 . BOT CHORD 11-12=0/1904,10-11=0/2139,9-10=0/1053 gip WEBS 7-9=-1140/0,7-10=0/778,5-10=-398/0,3-11=0/324,3-12=625/0,1-12=0/1387 Q% OVAsr�,I N, %I ,tSi NOTES- yt4� :. C'� d 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. /, N 2)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 •k. be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. .4 ' 4)CAUTION,Do not erect truss backwards. "f , 49639 ty Oe0 .ISTER� �s-IONALE�� QED P R OFF ss c.co<0 NGINE`-s4- 2 87022PE 1- VGNOr,FM8 E R 11 O S A. HE?' EXPIRES:06/30/2017 December 16,2015 I 11111 aWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDEDCMITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Dea truss system.Before use,wthe building designer must vdensigny the s based abili u of parameters paraeers shown,d pis ro properly nicoorpiaouat this design nfo the overall^ buildingdesign. Bracingpp designp p p y g u indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply R46143053 PL14-199_MAIN_H F06 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:23 2015 Page 1 ID:b8AN6WngcQckeKZS_xQaiSz9xz1-4QfdyCuRYeJ9fKQZ3FQ8_CZH?HhsvP71 zj_zAyy8OwU 7-0-0 I 1 1-4-12 11 2-2-0 1 Scale=1:35.9 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 4x10= 3x6 FP= 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 0 20 19 18 17 16 15 14 13 3x4= 3x5= 3x6 FP= 3x8= 3x4 I I 3x10= 3x5= 3x4= I 9-10-12 I 20-6-12 I 9-10-12 10-8-n Plate Offsets(X,Y)— [6:0-4-8,Edge],[15:0-3-12,Edgel,[17:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.08 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.13 14-15 >983 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 13 n/a n/a Weight:88 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)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-15:2x4 DF No.1&Btr(flat) REACTIONS. (lb/size) 16=1382/0-3-8,20=407/0-1-8,13=459/0-1-12 Max Gray 16=1382(LC 1),20=460(LC 3),13=500(LC 4) 010NIO 14, FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OOS a ,WASj�T, TOP CHORD 2-3=-1541/0,3-4=-1541/0,4-5=-135/833,5-6=-134/833,6-7=-643/480,7-8=-642/480, G `tV 1144 8-9=-642/480,9-10=-1790/0,10-11=-1790/0 y ��,ar. ), .1 BOT CHORD 19-20=0/1142,18-19=336/1174,17-18--336/1174,16-17=-1901/0,15-16=-1894/0, v- 14-15=-78/1543,13-14=0/1260 WEBS 6-16=-1339/0,2-20=-1196/0,2-19=-76/418,4-19=0/559,417=-1280/0,6-17=0/1454, 11-13=-1321/0,11-14=0/555,9-14=0/392,9-15=-1086/0,6-15=0/2092 ;'r 49639k/ NOTES- �34+1STEOx 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20,13. V. ��SI. . 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. �5D P R OFFS 4�\5� ENGINE -1 `S/02,9 870 2PE c N SAT OR EGO 9,Q' 441 90,-, BER \' Q\-\ SkHO; EXPIRES:06/30/2017 December 16,2015 mom A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.10/03/2015 BEFORE USE. 1111 1 Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek� building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IFII Qualify Criteria,DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,yI b 4 8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury IraM Dimensions are in ft-in-sixteenths. 111140h,, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. 11311% 1 O-1/16" 2. Truss bracing must be designed by an engineer.For WEBS wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I _ p bracing should be considered. x � IMItilor Alia.- 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7 8 ab cs-b designer,erection supervisor,property owner and plates 0-'I d' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint . I 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 in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. 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. ■M110 reaction section indicates joint - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 111111111111 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 mii DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, i��Ic 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 int MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-199 UPPER Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R46143054 thru R46143060 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ���ED PR O , � NGINEF / � 87022PE r N �N 7 4j, OREGON OWN 0 AMBER 'N\ 0,s, A. HO:k • .: _/. 7 December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 4-1 99 UPPER Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R46143054 thru R46143060 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0-vONIO411, 1 d5 X04WAS4 ti % , 1 49639 wa fid, �CISTER ti S. b4" December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. • , Job Truss Truss Type Qty Ply R46143054 PL14-199_UPPER F01 FLOOR 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:36 2015 Page 1 ID:JgF8EpJwg1 WGpAGh3ebz26z9xgt-CwxYhf3bUeyJjKw2KU8BOxcQOXyuSHDxyFd98hy80wH 2-6-0 1 1 1-4-11 I I 1-2-0 I I 1-6-1 1 01118 Scale=1:30.3 1.5x3 H 1.5x3 I I 3x8= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x8= 1.5x3= 1 2 3 4 5 6 7 8 9 o co 16 e r e 1 14 13 12 11 II' 3x5= 3x10 = 3x8 = 1.5x3 I I 3x5= 3x6 = I 17-5-4 17-5-4 Plate Offsets(X,Y)— 16:0-1-8,Edge],[11:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.31 12-13 >658 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.48 13-14 >427 360 BCLL 0.0 Rep Stress!nor YES WB 0.75 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:77 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 No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 10=943/0-5-8,15=949/0-4-8 FORCES. (Ib)-Max,Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3473/0,3-4=-3473/0,4-5=-4028/0,5-6=-4028/0,6-7=-3246/0,7-8=-3246/0 0S IO �A BOT CHORD 14-15=0/2104,13-14=0/4064,12-13=0/3246,11-12=0/3246,10-11=0/2156 ``C +a WEBS 6-12=-285/0,7-11=487/0,2-15=-2259/0,2-14=0/1469,3-14=-251/0,4-14=-634/0,5-13=-375/0,6-13=0/1049, O% V 8-10=2299/0,8-11=0/1335 G �"CU r G'> y -jj ��, 9 Cif NOTES' . 4/r; N 1)Unbalanced floor live loads have been considered for this design. kr, 2)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 y/ be attached to walls at their outer ends or restrained by other means. �.fY X9639 3)CAUTION,Do not erect truss backwards. O� e� � R� �cA/ �sSIOI� 1LE��1� ���ED PR°EPSs c5 � GINEF9 /04,„2 `c- 8 • 2PE �c- i yN �N Aj, OREGO tis O4N 9C FM$ER11 OS A. HE# EXPIRES:06/30/2017 December 16,2015 4 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Quality Criteria,1155-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 ri Job Truss Truss Type Qty Ply R46143055 PL14-199_UPPER F02 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:36 2015 Page 1 ID:JgF8EpJwg1WGpAGh3ebz26z9xgt-CwxYhf3bUeyJjKw2KU8B0xcRgXyNSHXxyFd98hy80wH I 2-6-0 I 1 1-1-11 ii 1-2-0 1 I 1-6-1 I 0-18 Scale=1:29.8 1.5x3 II 1.503 II 3x8= 1.5x3 II 3x4 = 1.503 I I 3x4= 1.5x3 H 3x8= 1.5x3= 1 2 3 4 5 6 7 8 9 a e - e e — a -44" os / 16 c �- e e - e * a 15 14 13 12 11 3x5= 308= 3x8= 1.5x3 II 3x5= 3x6 = I 17-2-4 I 17-7-4 Plate Offsets(X,Y)— [6:0-1-8,Edge],[11:0-1-8,Edge] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.29 12-13 >698 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.46 13-14 >444 360 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:76 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 No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 10=929/0-5-8,15=935/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �yz�o�rio TOP CHORD 2-3=-3403/0,3-4=-3403/0,4-5=-3881/0,5-6=-3881/0,6-7=3171/0,7-8=-3171/0 BOT CHORD 14-15=0/2069,13-14=0/3959,12-13=0/3171,11-12=0/3171,10-11=0/2119 O�j afp,, �i� WEBS 6-12=-301/0,7-11=-469/0,2-15=-2221/0,2-14=0/1431,3-14=-250/0,4-14=-597/0,5-13=-389/0,6-13=0/1014, '�4y 8-10=-2259/0,8-11=0/1291 I��{V Q�0 d NOTES- v/` 1)Unbalanced floor live loads have been considered for this design. 4 2)Refer to girder(s)for truss to truss connections. ; / 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 549639 44y4 be attached to walls at their outer ends or restrained by other means. 0.e�4' • 4)CAUTION,Do not erect truss backwards. <�. O PRQ1 47\o cNGINEF9 /O4y 870 2PE N ,� iv -y SAT OREGO tis„Q.// 9O, AMBER 11 ps A. HE'�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Mil. Design valid for use only with Weld/connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply R46143056 PL14-199_UPPER F03 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:37 2015 Page 1 ID:JgF8EpJwg1 WGpAGh3ebz26z9xgt-g6Vwu?3DFy4ALUVFuBgQZ99cXxlhBkt58vNjg8y80wG 2-6-0 I 11-0-11 II 1-2-0 1 1 1-6-1 1 O-t8 Scale=1:29.7 1.5x3 II 1.5x3 I I 3x8 = 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 3x8= 1.5x3= 1 2 3 4 5 6 7 8 9 • o m o/m ®/— \ r 16 m e e 1 14 13 12 11 3x5= 3x8= 3x8= 1.5x3 II 3x5 = 3x6 = I 17-1-4 17-1-4 1 Plate Offsets(X,Y)— [6:0-1-8,Edge],[11:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.29 12-13 >711 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.45 13-14 >450 360 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:76 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 No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 10=924/0-5-8,15=930/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3379/0,3-4=-3379/0,4-5=-3832/0,5-6=-3832/0,6-7=-3146/0,7-8=-3146/0 0 ONIO BOT CHORD 14-15=0/2058,13-14=0/3924,12-13=0/3146,11-12=0/3146,10-11=0/2106 P" �{, WEBS 6-12=-309/0,7-11=-464/0,2-15=-2209/0,2-14=0/1418,3-14=-250/0,4-14=-585/0,5-13=-397/0,6-13=0/1007, O� p ' 'y� 8-10=-2246/0,8-11=0/1276 G SSG . !G r 4 t:, Ox Cil NOTES- % N 1)Unbalanced floor live loads have been considered for this design. i 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �r be attached to walls at their outer ends or restrained by other means. A �' 3)CAUTION,Do not erect truss backwards. Q J6399 14,' • • <<�Eo PROFFS ��co � GI N4- `r�o c�, 2v 870 2PE yAj, OREGO el, 4N -2 k•44 ‘'�S A. HE?` \4P EXPIRES:06/30/2017 December 16,2015 __e I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • e Job Truss Truss Type Qty Ply R46143057 PL14-199_UPPER F04 FLOOR 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:38 2015 Page 1 ID:JgF8EpJwg1 WGpAGh3ebz26z9xgt-8J316L4rOFC1ye4RSvBf5MhmsKiYwDFEQZ6GCay8OwF 0-1-8 p p HI 1-o-0 I 1-10-1211 1-2-0 19-6-9 Scale=1:37.7 3x4= 4x4= 4x4= 3x4 = 3x4= 3x4= 3x4= 3x6 FP= 3x4= 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 a- \ / \ /\mom N�/N/ /N / /\1 , 17e_ e® e� e - m 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6= 4x5= 4x4= 3x4= 3x5= 3x6 FP= 3x5= 3x5= 3x5= 3x5= 4x5= 3x4 -3x8 WB= 3x5 = I 22-2-4 I 22-2-4 Plate Offsets(X,Y)- [33:0-1-8,Edge],[34:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.42 29-31 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.66 29-31 >399 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.08 24 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 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 36=803/0-5-8,24=807/0-4-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. cONIO TOP CHORD 2-3=-1574/0,3-4=-1574/0,4-5=-3013/0,5-6=-3013/0,6-7=-3013/0,7-8=-3892/0, i.----1, ,WA8-9=-3892/0,9-10=-4302/0,10-11=4302/0,11-12-4417/0,12-13=-4417/0,13-14=-4192/0,14-15=4192/0,15-16=-3641/0,16-17=3641/0,17-18=-3641/0, C ,c) . ,18-19=-2759/0,19-20=-2759/0,20-21-1548/0,21-22-1548/0 N BOT CHORD 35-36=0/846,34-35=0/2230,33-34=0/3013,32-33=0/3489,31-32=0/4141,30-31=0/4399, 29-30=0/4399,28-29=0/4344,27-28=0/3955,26-27=0/3239,25-26=0/2192,24-25=0/817 / WEBS 5-34=-573/0,6-33=0/628,2-36=-1129/0,2-35=0/1000,4-35=-901/0,4-34=0/1150, r 22-24=-1122/0,22-25=0/1004,20-25=-885/0,20-26=0/777,18-26=-659/0,18-27=0/552, r0 44' 15-27=-432/0,15-28=0/325,9-31=0/251,9-32=-373/0,7-32=0/588,7-33=-1022/0 1Of{ k 6 ti0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Required 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. ��E� PR OFFS 4)CAUTION,Do not erect truss backwards. G1 NF / ��\�� N F,4 '2-9 8 • 2PE N ,N I y HAti 2, OREGO , O O �On�MBER \1 Q� S A. HEY` EXPIRES:06/30/2017 December 16,2015 I I sasi- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMU a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 4 4 Job Truss Truss Type Qty Ply PL14-199_UPPER F05 FLOOR 6 1 R46143058 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:39 2015 Page 1 ID:JgF8EpJwg1 WGpAGh3ebz26z9xgtcVdgJg5UmZKuaofd?ciueaExZk2_fgcNfDspk0y80wE 0-1-8 HI 1-0.0 I p-10-121 1-, ,o-4-8 ��f-I Scale=1:37.5 4x4 = 3x4= 4x4 = 4x4 = 2x4 II 3x4= 3x4 = 3x4= 3x6 FP= 3x4= 3x4= 4x4=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ill -M.-.4 0 I(A Ill PrA EM I tar Pri..A I I k\h711 I P Pr/ '\ \ 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 = 4x5= 4x4= 4x4= 3x5= 3x6 FP= 3x5= 3x5= 3x5= 3x5= 4x5= 3x4= 3x8 WB= 3x5= I 22-0-12 22-0-12 I Plate Offsets(X,Y)- [6:0-1-8,Edge],[33:0-1-8,Edge],[34:0-1-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.41 29-31 >635 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.65 29-31 >406 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.08 24 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:111 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(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 Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 36=798/0-5-8,24=802/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `TONIO ite TOP CHORD 2-3=-1565/0,3-4=-1565/0,4-5=-2987/0,5-6=-2987/0,6-7=-2987/0,7-8=-3825/0, YJ_ 8-9=-3825/0,9-10=-4244/0,10-11=-4244/0,11-12=-4369/0,12-13=-4369/0, O% OV` ,4i' 13-14=-4154/0,14-15=4154/0,15-16=-3612/0,16-17=-3612/0,17-18=-3612/0, G mf{' G'>, 18-19=-2739/0,19-20=-2739/0,20-21=-1538/0,21-22=-1538/0 IF- vt:. Ox rri BOT CHORD 35-36=0/841,34-35=0/2215,33-34=0/2987,32-33=0/3399,31-32=0/4077,30-31=0/4346, N 29-30=0/4346,28-29=0/4300,27-28=0/3922,26-27=0/3214,25-26=0/2178,24-25=0/812 WEBS 5-34=-565/0,6-33=0/724,2-36=-1123/0,2-35=0/994,4-35=-894/0,4-34=0/1134, ,r. 22-24=-1115/0,22-25=0/997,20-25=-879/0,20-26=0/771,18-26=-653/0,18-27=0/545, a 15-27=-426/0,15-28=0/319,9-31=0/260,9-32=-377/0,7-32=0/622,7-33=-1082/0 'rl ie 49639 k+ NOTES- �SSI0 ��� 1)Unbalanced floor live loads have been considered for this design. AL 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Required 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) P R OFFS 4)CAUTION,Do not erect truss backwards. ��C �NGI NFF9 t.s> 870 2PE ,.- N y 1N'‘-0j, OREGO ti� 4N ''PO AMBER 'V\ O OS A. HE-# EXPIRES:06/30/2017 December 16,2015 t Alk WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTV(REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 F Job Truss Truss Type Qty Ply R46143059 PL14-199_UPPER F06 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:39 2015 Page 1 ID:JgF8EpJwg1 WGpAGh3ebz26z9xgtcVdgJgsUmZKuaofd?ciueaE18k9?fmUNfDspkOy8OwE I 2-1-0 I I 1-2-0 I I 1-1-12I 2-6-0 I Scale=1:14.1 1.5x3 II 354= 1.5x3 II 1.5x3 I I 1 2 3 4 3x4= 5 _81 0 zz Ls_ 3x4= 6 y e 7 1.5x3 II 3 3x4= x4= I 2-4-0 I 2-11-0 3-6-0 3]7- 7-4-12 2-4-0 0-7-0 0-7-0 0-1-8 3-9-4 Plate Offsets(X,Y)— [2:0-1-8,Edge],[7:0-1-8,Edqe] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.07 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:33 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=400/0-2-12,6=400/0-2-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. _` 3NIO TOP CHORD 2-3=-690/0,3-4=-690/0 Q,1 ,.` BOT CHORD 8-9=0/690,7-8=0/690,6-7=0/708 0% 0.1N _��`W WEBS 2-9=-757/0,46=-760/0 NOTES- ,� Cn 1)Unbalanced floor live loads have been considered for this design. / N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9,6. 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 '1, be attached to walls at their outer ends or restrained by other means. 632 t4 • /50,,0 A.4, ISTER� ' �SI0N..LEO� �F�ED PROF FS.' �NGINFFR /0NT 2 �� 87022PE 9r 3'y �A), OREGO ti�OWN 'AC' AMBER 1\ °s AHE# • EXPIRES:06/30/2017 December 16,2015 MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Mill Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/P11 Quality Criteria,DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA 95610 e1 e Job Truss Truss Type Qty Ply R46143060 PL14-199_UPPER F07 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Dec 16 09:50:40 2015 Page 1 ID:JgF8EpJwg1 WGpAGh3ebz26z9xgt-4hB3X066XtSICxEgzJD7Ann8s8000BFXttbNHTy80wD 1 2-1-0 1 1 1-2-0 I I 2-5-12 1 1 2_6-0 1 Scale=1:19.7 1.5x3 11 3x4= 1.5x3 11 3x4= 1.5x3 11 1 2 3 3x4= ® 4 5 6 o e m ao e- a e- 1 10 g 1.5x3 11.5x3 11 3x6= 3x4 = 3x4 - I 2-4-0 2-11-0 3-6-0 11-4-4 2-4-0 (1-7-0 0-7-0 7-10-4 I Plate Offsets(X,Y)— [2:0.1-8,Edge],[3:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.15 8-9 >917 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.22 8-9 >619 360 BCLL 0.0 Rep Stress Ina YES WB 0.36 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:50 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=618/0-2-12,7=618/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1325/0,3-4=-1827/0,4-5=-1827/0 ` NIC BOT CHORD 10-11=0/1325,9-10=0/1325,8-9=0/1325,7-8=0/1261 OS ts4 , OV WASittata, 'Tv. WEBS 2-11=-1454/0,5-7=-1354/0,5-8=0/608,4-8=-324/0,3-8=0/616 NOTES- I y A r . �� to 1)Unbalanced floor live loads have been considered for this design. % N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. \ 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 r be attached to walls at their outer ends or restrained by other means. rd lti 49639 ° °ski sTE41 - s'ZONAL G <( ,EO PR0FFss c5 �NGI:::9 /C cc 4, 2870 •a -y �'', OR GON cp JN 94 'MeER \' 'O � `s A. HE?'' EXPIRES:06/30/2017 December 16,2015 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 a. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3 " Center plate on joint unless x,y 6-4-8 dimensions shown int ft-in-sixteenths Failure to Follow Could Cause Property /4 I ( (Drawings not to scale) offsets are indicated. Damage or Personal Injury =IN Dimensions are in ft-in-sixteenths. � Appl� y plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. �/ �� 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 16 inAlikeil WEBS 4 may require bracing,or alternative Tor I p bracing should be considered. rr 0 3. Never exceed the design loading shown and never 111.41111p U stackmaterialsoninadequatelybracedtrusses.O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c c�� cs-s — designer,erection supervisor,property owner and plates 0-14g' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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,ESRI 988 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 in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 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. *AMMO reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. MI_R, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: tiro ! ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words g p and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. isnot sufficient. DSB-89: Design Standard for Bracing. ■ a BCSI: Building Component Safety Information, '� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015