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Plans ,.. idll _ MiTeke MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-80 MAIN_P Fax 916/676-1909 2555 SYCAMORE A 3-CAR 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:R41635783 thru R41635789 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0zONrO 46, 05 0v.WAS ° ' A gi k,-rG>:f1' r ! : ':1 44. 49639 4 March 24,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR - PL14-80_MAIN_P F02 FLOOR 6 1 R41635783 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:31:47 2014 Page 1 I D:AQ6j_iBwWOsEFCCmynENdjyjHMB-UyKipxPovFM U6i200KnGASSa_fEZ?MHtHhFumzXmEg r. 2-6-0 1-6-0 1 1 1-5-12 Scale=1:32.7 1.5x3 I I 3x8 = 1.5x3 I I 3x8 = 3x4 I I 3x8= 1.5x3 I I 3x8= 1.5x3 I I 1 2 3 4 5 6 7 8 v w r.��rtim�w 9 ' n __� Iblrim/ - � Io XI 1' 13 3x5= 11 1r 3x10= 3x8 = 3x10= 3x5= I 9-4-8 I 9_4_8 18-8-12 9-4-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.14 13-14 >822 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 80 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=396/0-1-8 (min.0-1-8),10=395/0-1-8 (min.0-1-8),12=1256/0-4-0 (min.0-1-8) Max Gray 14=438(LC 3),10=437(LC 4),12=1256(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0101410 14, TOP CHORD 2-3=1326/38,3-4=-1326/38,4 5=0/1586,5-6=0/1586,6 7=-1318/43,7-8=-1318/43 Q% 9�WA, BOT CHORD 13-14=0/1230,12-13=-572/247,11-12=-579/236,10-11=0/1226 WEBS 2-14=1268/0,4-13=0/1282,4-12=-1440/0,8-10=-1264/0,6-11=0/1286,6-12=-1427/0 NOTES . n- © t 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14,10. h. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i u'/ 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 '� 49639 ci be attached to walls at their outer ends or restrained by other means. Off, 'P. JS) Rtio V 5)CAUTION,Do not erect truss backwards. �*' LOAD CASE(S) Standard �S1ONALE � Pta PRQF�. c,.. GINEF (5),oS -1--____ 87022PE f / 7-0j SN OREGO fy?A 0 OBER N\ ©k9 A HEca, EXPIRES:06/30/2015 March 24,2014 -f A WARNAG-Veri-Verify design parameters and READ NOTES O1VTNISAND INCLUDED HIM RFfERflICEPAGE M7t-7473reit 1f19JZO1dBEFORE USF. , �� 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 shown101 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 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 ft Southern Pine{SP1 lumbar is sprat Med,the design values are those affective 06/61/2013 t iyALSC Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR R41635784 PL14-80_MAIN_P F03 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:31:48 2014 Page 1 I D:AQ6j_i8wWOsEFCCmynENdjyjHM B-z8u40HQQgYULkrdDal IVRx?dcOwplOaR6xRoQCzXmEf 1-8-12 12-6-0 Scale=1:21.2 1.5x3 II 3x8= 1.5x3 I I 3x8= 1.5x3 3x6= 2 3 4 5 6 • e o 10 9 8 7 A 1.5x3 I I 3x10 = 3x10= 3x5= 12-2-12 I 12-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defi L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.18 8-9 >810 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.29 8-9 >501 360 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 7 n/a n/a Weight:52 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) 10=666/0-1-8 (min.0-1-8),7=666/0-1-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. T�NIO TOP CHORD 1-10=-660/0,1-2=-1695/0,2-3=-1695/0,3-4=-3113/0,4-5=-3113/0 ,tn� u BOT CHORD 8 9=0/2917,7-8=0/2125WAs , 4 ev WEBS 5-7=-2192/0,5-8=0/1018,3-9=-1260/0,1-9=0/1795 fek � NOTES ' dM 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 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 ;.„ r be attached to walls at their outer ends or restrained by other means. 49639 7 LOAD CASE(S) Standard �qt' '-/ST Sro1VA �' PROFt co NG)NE&- `�/39 ' 87022PE r LN As/ y '%, OREG•N JY 7102 OBER 1\ P'° A. HEp' EXPIRES:06130/2015 March 24,2014 i A WARNING-Verify design parameters and REIW NOTES ON INNAND INCLUDED MILER REFERENCE PAGE NII-7413 rev.1/29/2014 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. 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 responsibilliiy of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine ISM lumber is specified,the design vatues are those effective 06/01/2013 by AUL Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR PL14-80_MAIN_P F04 Floor 7 1 R41635785 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(Optional) 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:31:49 2014 Page 1 I D:AQ6j_i8wWOsEFCCmynENdjyjHMB-RKSSEdQ2RscCM7CP8Ipk_9Yluolp1 shaLbALyfzXmEe 2-6-0 2-6-0 1.11-0 1-1-12 1-3-0 Scale=1:35.6 3x4= 1.5x3 I I 1.5x3 I I 3x8= 1.5x3 I I 3x8= 3x8= 1.5x3 I I 3x4 = 1.5x3 I I 3x6 FP= 3x4= 1.5x3 3x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 ;1-1 __ 13 14 15 thth 11 24 , 23 22 21 20 19 18 17 16 3x5 = 3x10 = 3x6 FP=3x6= 3x8= 3x6= 3x5= 3x6 = 3x4= I 7-3-8 7-3-8 I 20-5-4 I Plate Offsets(X,Y): r4:0-3-0,Edge) 13-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in lot I/deft L/d IP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.14 18-19 >999 480 MT20ES 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.21 18-19 >738 360 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.02 16 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:90 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 16=597/0-1-12 (min.0-1-8),24=176/0-1-8 (min.0-1-8),21=1461/0-4-0 (min.0-1-8) Max Uplift24=-88(LC 4) Max Gray 16=611(LC 4),24=312(LC 3),21=1461(LC 1) 010NIO FORCES (Ib) Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 05 WAS4t,.. TOP CHORD 2-3=-326/1248,3-4=-326/1248,4-5=0/2351,5-6=-566/123,6-7=-566/123,7-8=-2171/0, 8-9=-2171/0,9-11=-2614/0,11-12=-2614/0,12-13=-1900/0,13-14=-1900/0 BOT CHORD 23-24=-505/739,21-23=-2351/0,20-21=-936/0,19-20=0/1502,18-19=0/2527, uj 17-18=0/2393,16-17=0/1100 N WEBS 4-21=-707/0,2-24=-762/521,2-23=-978/0,4-23=0/1684,14-16=-1225/0,14-17=0/892, , 12-17=-549/0,9-19=-428/0,7-19=0/778,7-20=-1073/0,5-20=0/1426,5-21=-1611/0 ( NOTES p 49639 c{r� 1)Unbalanced floor live loads have been considered for this design. � �Cjs C 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16,24. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 24. 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. <p`�p PROFFs 6)CAUTION,Do not erect truss backwards. C- N �NGINEFR dio LOAD CASE(S) Standard M 2 87022P, 9� " N 11\' OR GON (5 ©S q. HER�Q EXPIRES:06/30/2615 March 24,2014 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NII-7473 rem 1/29/2014 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. 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 fabrication,qualityerector. lll control,storage,ant ge,delivacing of the overall structure is the ery,erection and bracing, onspot sibilANSI/PN Qualifyty of the lCraerla,DSB-89 general BCSI Building Component 777 Gek° Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 If Southern Pine(SP}lumber is specified,the design values are those effective 06/01/2013 by ALK Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR R41635786 PL14-80_MAIN_P F05 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MIndustries,Inc.Mon Mar 24 07:31:50 2014 Page 1 ID:AQ6j_iSwWOsEFCCmy4ENdlyjHM013Mi MiTek kIndCAk3z9nbiSonM r24 BgxmM014 Page Ed I 2-6-0 1 1-6-4 1 1 1-6-0 1 Scale=1:32.7 1.5x3 I I 3x8 = 1.5x3 I I 3x8= 3x4 I 3x6= 1.5x3 II 3x8 = 1.5x3 II 2 4 5 6 7 8 g ti _ 1r 13 11 1 3x10= 3x5= 3x5= 3x10 = 3x8= 9-6-4 9-3-4 9-4-111 18-9-4 I 9-3-4 0 -6 9-3-0 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.14 13-14 >821 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.01 10 n/a n/a Weight:80 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 Gill: 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=397/0-1-12 (min.0-1-8),10=396/0-1-8 (min.0-1-8),12=1259/0-4-0 (min.0-1-8) Max Gray 14=439(LC 3),10=438(LC 4),12=1259(LC 1) �yTONIO I FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,p, TOP CHORD 2 3=-1334/36,3-4=-1334/36,4-5=0/1591,5-6=0/1591,6-7=-1326/41,7-8=-1326/41 O� � WAS�j `�y+' BOT CHORD 13-14=0/1234,12-13=-570/258,11-12=578/247,10-11=0/1230 WEBS 2-14=-1272/0,4-13=0/1278,4-12=-1454/0,8-10=-1268/0,6 11=0/1283,6-12=-1441/0 C>9 ry NOTES Ilk� ' 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)14,10. r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 49639 ,(4�-q'` 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �Q� ��GI$TER� �y be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. �s`�ONAL� � LOAD CASE(S) Standard Q'X,.. PROFe's 47\c� , Gll NEER 9 i229 8Z0 .2PE NN �� 'CC\ Oti9 �✓7AOREG �� SA � © BA.ER �� HEQ EXPIRES:06/30/2015 March 24,2014 II ®WARNING-Verify design parameters and READ MITES ON THISAND INCLUDED NITEK REFERENCE PAGE NII-1413 ren.1/29/2074BEFORE 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-riot 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 Qualiy Criteria,DSB-89 and SCSI Building Component 7777 Greenbackea, LCAne,Su Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 1f Southern Pine(SP)lumber is spec'Mi+ed,the design values are those effective 06/01/2013 by ALSO Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR - PL14-80_MAIN_P F06 Floor 2 1 841635787 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:31:51 2014 Page 1 ID:AQ6j_i8wWOsEFCCmynENdjyj HM B-NjaCeISIzTswbJMoFAsD3ad84b0CVgOtoyfSl XzXmEc I 2-6-0 1 1-1-8 1 1 1-4-4 Scale=1:22.8 1.5x3 I I 3x8= 3x4 I I 3x8 = 1.5x3 I I 3x8= 1.5x3 I I 1 2 3 4 5 6 •F i �cis g NII YaillihillMIIIIIIIIIIIIIIIIIIIIIII e d V 41110. 1A J 9 8 3x5= 3x8 = 3x10= 3x5 = 4-0-0 I 3-9-0 3-10181 13-1-4 3-9-0 0-i-g 0-1-8 9-1-4 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) -0.05 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.14 8-9 >802 360 BCLL 0.0 Rep Stress Ina YES WB 0.59 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:57 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) 10=978/0-4-0 (min.0-1-8),11=24/0-1-8 (min.0-1-8),8=426/0-1-12 (min.0-1-8) Max Uplift 11=-113(LC 4) - Max Gray 10=978(LC 1),11=144(LC 3),8=432(LC 4) - 010NI0 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/1048,3-4=0/1050,4-5=-1278/0,5-6=-1278/0 GQs JC' WAS ' y,� BOT CHORD 10-11=578/93,8-9=0/1206 0 `t WEBS 2-11=-96/596,2-10=-761/0,6-8=-1244/0,4-9=0/1154,4-10=-1263/0 jIAe A N G NOTES `I 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)11,8. 1 'I 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 11. �'� +4,49639 w� 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. O.� G[STER� 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. �S�ONALEO 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard tO PROF co ANG I N EFR /O k, 2-7 (t' 870 2PE , N N y -0i, OREGO /ilk 41// A. HE0P EXPIRES:06/30/2015 March 24,2014 _f A • WARNING-Verify design parameters and READ Nuns ON THIS AND 11 CLUDFD MI7FK REFERENCE PAGE 14I7-7473 re c 1/29/28I4WON FUSE. �� 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 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/TPI7 Quality Criteria,DSB-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,95810 If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 byALSC • Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR R41635788 PL14-80_MAIN_P F08 Floor 4 1 Job Reference(notional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc. Mon Mar 24 07:31:52 2014 Page 1 I D:AQ6j_8wWOsEFCCmynENdjyjHM6-rvBbseTwkn_nDTxptNScnAJK?MPEGd01 ZPOZzXmEb I 2-6-01 1-6-4 1 1 1-6-0 1 Scale=1:32.7 1.5x3 13x8 = 1.553 I I 3x8= 304 II 3x8= 1.5x3 I I 3x8 = 1.5x3 II 1 2 3 4 5 6 7 8 9 = O• S Y • h'f ,, 11 1 1, 13 3x5= 3x10 = 3x8= 3x10= 3x5= 9-3-4 9-6-4 9-1-p 18-9-4 1 1 9-3-0 9-3-4 0--8 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.06 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.14 13-14 >821 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.01 10 n/a n/a Weight:80 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 6-0-0 oc bracing. REACTIONS All bearings 0-1-12 except(jt=length)10=0-1-8,10=0-1-8,12=0-4-0,12=0-4-0. (lb)- Max Gray All reactions 250 lb or less at joint(s)except 14=439(LC 3),14=397(LC 1),10=438(LC 4),10=396(LC 1), 12=1259(LC 1),12=1259(LC 1) A1OT110 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. pe. Q WAS `71 4 . TOP CHORD 2 3=-1334/36,3-4=-1334/36,4-5=0/1591,5-6=0/1591,6-7=-1326/41,7-8=-1326/41 CJ .(4i BOT CHORD 13 14=0/1234,12-13=-570/258,11-12=-578/247,10-11=0/1230 d WEBS 2-14=-1272/0,4-13=0/1278,4-12=-1454/0,8-10=-1268/0,6-11=0/1283,6-12=-1441/0 rF - k NOTES 1)Unbalanced floor live loads have been considered for this design. f rf ( 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14,14,10,10. 49639 bra, 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/TPI 1. ��',�4'GISTER 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 tosS',� be attached to walls at their outer ends or restrained by other means. jONAL� 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard p PROFk-sS *•••.— „,C..1* tiNG)NEFR /�'Ir 4 $7022PE 9r N N 17:50 �Aj, OREGON n5 Ai A. HE;0 EXPIRES:06/30/2015 March 24,2014 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE 1411-7473 mu.1/29/2O14 BEFORE USE SWIM WIM” 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 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Quality Criteria,DSB-89 and BCSI Building Component 77777s Greenbackea,CA,ne,Su Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. tf Southern Pine(SP)lumber is specified,the design values are those effective 06/0112013 by ALS( Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR • PL74-80_MAIN_P F09 Floor 1 1 R41635789 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:31:52 2014 Page 1 ID:AQ6j_iBwWOsEFCCmynENdjyjHMB-rvBbseTwkn nDTx_ptNScnALk?LyEJdO1ZPOZ_zXmEb I 1-2-4 I 4-8-0 I Scale=1:17.1 1.5x3 II 3x8= 1.5x3 I 1 2 3x8= 1.5x3 II 3 4 5 v — m O v d 0 8 7 3x10= 61X��/ 3x4= 3x5= 011-1-0 9-0-12 8-11-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.06 7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.14 6-7 >751 360 BCLL 0.0 Rep Stress Ina YES WB 0.46 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 6=492/0-1-12 (min.0-1-8),8=492/0-1-8 (min.0-1-8) - FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1747/0,3-4=-1747/0 01ONIO p BOT CHORD 7-8=0/869, ,4-7=0/3 1 UO�J WAS WEBS 4-6=-1486/0,4-7=0/316,2-7=0/905,2-8=-979/0 4 NOTES j ,>6 4 VI- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,8. ca a � 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. / IN 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 4 be attached to walls at their outer ends or restrained by other means. ier 4963 ' LOAD CASE(S) Standard 79� � CISTER� �SSIONAL� G ('* O PRQFk- ���� GINEF��O 2 Q 870 2PE 9< yN ry �Aj, OR EG N rye wN ©S A. Re ii; EXPIRES:06/30/2015 March 24,2014 •I A WARNING-Verify design parameters and READ 1sU7ES ON THIS AND INCLUDED M1'7FK REFERENCE PAGE MI7-7413 rex 1/29/20I4BEFORE USE iiii 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 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/SPI1 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 Citrus Heights,CA,95610 tf Southern Pint(SP}lumber is specified,the design values are those effe ctiue 00/01/2013 by ALSG Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION1 3/4 jointFailure to Follow Could Cause Property Center plate on unless x,y 6-4-8 dimensions shown in ft-in-sixteenths I (Drawings not to scale) Damage or Personal Injury offsets are indicated. r�� Dimensions are in ft-in-sixteenths. ink Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. TOP CHORDS C1-2 C2-3 2. Truss bracing must be designed by an engineer.For f1/1 �' wide truss spacing,individual lateral braces themselves 0'/16ito4 may require bracing,or alternative Tor I 1111167111111 bracing should be considered. Allrlit frillor O3. stackNeverexceedmaterialstheondesigninadequatelyloadingshownbracedandtrusses.never O O 4. Provide copies of this truss design to the building C7-8 C6-7 c5-6 designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0-1/i ' from outside 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 AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. required direction of slots in THE LEFT. connector plates. 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 use with fire retardant,preservative treated,or green lumber. PLATE SIZE 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,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 SYP represents values as published specified. , Indicated by symbol shown and/or by AWC in the 2005/2012 NDS sheathed or purlins provided at be must 13.Top chords ds by text in the bracing section of the SP represents ALSC approved/new values spacing usb eatign. output. Use T or I bracing with effective date of June 1,2013 if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. II 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. lkIMI reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. MINIM.size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable � environmental,health or performance risks.Consult with �_ Industry Standards: project engineer before use. 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. INII is not sufficient. DSB-89: Design Standard for Bracing. `'� BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, FrilliT ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 • I 13-1/4"OPEN WEB JOIST @ 24"O.C. I LEN NAR Ore START FRAMING HERE 2555 SYCAMORE A 3-CAR O O —1, PL74-80 UPPER = IBM10I ® 3/21/2014 I �� 1303-OC`� I b , Products PIotID Length Product ± Plies Net Qty i y BM1 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM2 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM14 21-00-00 5 1/2"x 21"Glulam(1.8E 24F-V4 DF/DF) 1 1 r 1 1 RM1 37-00-00 2X14 DF#2&BTR RM1 22-00-00 2X14 DF#2&BTR 1 1 © BM9 13-00-00 2X14 DF#2&BTR 2 2 [ I BK1 12-00-00 2X14 DF#2&BTR 1 0_r "' BKt p r `" , „ u 3 L� > `,- '°4 BM11 12-00-00 BBO2 1 1 ��� -- 1C a � � , K1 1 BK1 11-00-00 2X14 DF#2&BTR 1 1 " BM1 1 ` II `� ' i BM4 10-00-00 2X14 DF#2&BTR 1 1 — I ` RM1 10-00-00 2X14 DF#2&BTR 1� . 1 2 BM7 10-00-00 2X14 DF#2&BTR 4 4 m —I L-=. ,:-,, RM1 11 a iii co $' ®IBK1 31 I BM10 9-00-00 BB02 BK1 8-00-00 2X14 DF#2&BTR 1 2 1 2 -- - nni = BK1 BK1 7-00-00 2X14 DF#2&BTR 1 1 11u I 1 Q i' BM5 7-00-00 2X14 DF#2&BTR �i"ii �� RM1 7-00-00 2X14 DF#2&BTR 1 11 ter';; I —r a In BM5 7-00-00 2X14 DF#2 &BTR 2 2 G a� ,,,,,/2 BM8 7-00-00 2X14 DF#2&BTR RM1 6-00-00 2X14 DF#2&BTR 1 1 i �� q BM12 5-00-00 2X14 DF#2&BTR 1 1 RM1 4-00-00 2X14 DF#2&BTR 1 1 BM3 3-00-00 2X14 DF#2&BTR 1 1 I 7L. m BM13 2-00-00 2X14 DF#2&BTR � I II t 1 1 °� - �� U <' m, m ;; ALL BEAM SIZES PER ARCHITECT/ENGINEER u <� I I BK1=BLOCKING { IBM5I !RIBBON' I IRMS=RIM BOARD' I �`"� c> } r1 ACCESSORIES QTY Ilg a`= U. I' lt- n`. Al yu LUS414 34 E �- a _ © LU212 3 .'• �i a '' �"' B '\: 2XI4 DF#2&BTR FOR SHEAR BLOCKING 22' �� i 'm l c @ HU210-2 2 O HD210-4 1 JOIST WITH RIBBON 2X6 DF#2BTR FOR RIBBON 64' 0 MGU5.62 1 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I Pacili gig, umber I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I & TRUSS FLOG 40LOL DING COMPANY 15 DL LOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI pot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Re: PL14 80 UPPER Telephone 916/676-1900 Fax 916/676-1909 2555 SYCAMORE A 3-CAR 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:R41635790 thru R41635801 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. \c? NGIN4;9 /0 87 2PE 7 41j, OREGON tiQ <[/ EXPIRES:06/30/2015 March 24,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTek® MiTek USA, Inc. 7777 Greenback Lane , : .. Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Fax 916/676-1909 Re: PL14-80 UPPER 2555 SYCAMORE A 3-CAR The truss drawings)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R41635790 thru R41635801 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ToNI0 J , o © VJAs.-i„-- , W '� ``: opt fr ', k 49639 4, © 4crsTv, March 24,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. • Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR PL14-80_UPPER F01 FLOOR 841635790 3 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07-32:05 2014 Page 1 ID:Rpnt19c5xP6a33aISa1 WFPyjMds-zPQVa5d4gmdxGTQU466VdXCYQEkZn9wx042CXjzXmEO 2-6-0 I I 1-10-12 1 1 1-2-0 11 1-3-8 Scale=1:26.4 1.5x3 H 1.5x3 3x6= 1.5x3 II 3x4 = 3x4= 1.5x3 1 2 3 4 5 3x6= x3 = _ m 6 8 7 8 ® a _ 4000000000. „N.. v 15 s 1 13 12 11 10 3x4= 3x8 = 1.5x3 H 1.5x3 H 3x8= 3x6= I 15-2-12 Plate Offsets(X,Y): 14:0-1-S,Edge1,15:0-1-8,Edge) 15-2-12I LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.18 12 >997 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.28 12 >639 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012TTP12007 (Matrix) Weight:68 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) WEBS 2x4 DF Stud/Std(flat) end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 9=821/0-5-8 (min.0-1-8),14=827/0-3-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `,fONIO 1` TOP CHORD 2-3=-2906/0,3-4=-2906/0,4-5=-3147/0,5-6=-2908/0,6-7=-2908/0 Q- 'ZE BOT CHORD 13-14=0/1836,12-13=0/3147,11-12=0/3147,10-11=0/3147,9-10=0/1871 O O VJA$N�_rr''�� WEBS 2 14=-1965/0,2-13=0/1146,3-13=-260/0,4 13=-531/91,7-9=-1990/0,7-10=0/1110,5-10=-540/91 NOTES ��7 'VY�d 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)14. _ 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. qr 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 49639 c be attached to walls at their outer ends or restrained by other means. +� G�'V 5)CAUTION,Do not erect truss backwards. �� �Gjg � �y LOAD CASE(S) Standard ssIONAL� G' ,c, T--AGINE. 'V A/O 2 87022PE 9r / yN />N Av '5, OREGON r U '1MBER 11 + S5 A. HER�P EXPIRES:06/30/2015 March 24,2014 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFK REFERENCE PAGE 1111-7473 rex 1/19/2014BEFORE 0155 t 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 IMI m is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.fabrication,quality ty permanent control,storage,delivof the overall structure is the ery,erection and bracing, onspot responsibility Quality Criteria,ia,DSBner. -89 and BCSI Building Compogeneral guidance nent MiTekR Safety information available� r from{r Truss Plate ign va81 FL Lee Street,Suite 312,uen are thane effective 06/01/2013 VA gLS3C14 C7777 itrus Grehte enback Lane,95Suite10 109 It Southern Pine SP lumber is Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR 841635791 Job - FLOOR 7 1 PL14-80_UPPER F02 Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc. Mon Mar 24 07:32:05 2014 Page 1 Pacific LumberB Truss Co., Lake Oswego,Oregon ID:Rpnt19c5xP6a33aISa1WFPyjMds-zPQVa5d4gmdxGTQU466VdXCYSEsgnl_x042CXjzXmEO 0-1-8 2 5x3 I 11 x4_ 2-3-4 �' Scale=1:8.4 5 � } 1.5x3 =- 4- 2-03-x04 � 7 4♦ 3 3x4= 3x4 = 2-7-12 .4 2-7-12 LOADING(psf) SPACING 2-0-0 CSI De in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) 0.00 4 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) -0.01 3 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a Vyeight:13 Ib FT=0%F,0%E BCDL 5.0 Code IBC2012/rP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=129/0-5-8 (min.0-1-8),3=135/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �yzoNio NOTES QS Q�Y�AS]y>, 1)Refer to girder(s)for truss to truss connections. 1` d 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIffPI 1. ivtc'2A-: r �'� " 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. r LOAD CASE(S) Standard A�O\\--..76,,,s,;04:ri P�4 '1'E8 �' NAL� � tri � PROFE�, ��� �cNG(NEF'4 Si�29 870 _2PE 5. N / N �A OREGON �I Sj A. HE EXPIRES:06/30/2015 March 24,2014 A WARNING-Verify design parameters and READ POPES OHMS AND INCLUDED MITER REFERENCE PAGE MII-1473 fee 2/29/2829 BEfOREUSf. 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 Ns MiTek� 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 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Citrus Heights,CA,95610 if Safety Pi five t5P1 tumbe€is spec died,thelda design values are those effective 05/01/2013 byALSLl4. Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR - PL14-80_UPPER F03 FLOOR 10 1 R41635792 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc. Mon Mar 24 07:32:06 2014 Page 1 ID Rpnt19c5xP6a33alSal WFPyjMds-Rc_toReiR4Inuc?gepdkAklgZel XWZO4Fko13AzXmEN 2-6-0 1-4-11 1-2-0 II 1-10-9 • Scale=1:30.8 1.5x3 II 3x8= 1.5x3 I I 3x5 = 1.5x3 II 3x4= 1.5x3 I 1 2 3 4 5 3x8 = 1.5x3 II e 7 8 g v 0 o a 0 15 14 13 12 11 14. 3x5= 3x10= 3x4 = 1.5x3 II 3x10= 3x5= 9-1-11 9-10-3 9-t3 - 3 10-5-03 5 0 3 1 17-8-4 9-1-11 0-)8 0 7 7-3-1 1 Plate Offsets(X,Y): 16:0-1-8,Edge1,113:0-1-8,Edge) 0-7-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.33 13-14 >637 480 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.52 13-14 >402 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.08 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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) WEBS 2x4 DF Stud/Std(flat) end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 15=966/Mechanical,10=966/0-3-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. oTONIo TOP CHORD 2-3=-3639/0,3-4=-3639/0,4-5=-4245/0,5-6=4245/0,6-7=-3610/0,7-8=-3610/0 l.- BOT CHORD 14 15=0/2197,13-14=0/4272,12-13=0/4245,11-12=0/4245,10-11=0/2197 � o' WAS iti WEBS 2-15=-2352/0,2-14=0/1544,4-14=-678/0,4-13=-328/381,8-10=-2351/0,8-11=0/1513,6-11=-922/0 NOTES � Cep d i h co VI tit 1)Unbalanced floor live loads have been considered for this design. N 2)Refer to girder(s)for truss to truss connections. 4I 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i/�� 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 4963 ' be attached to walls at their outer ends or restrained by other means. ��GlSTE � Q' LOAD CASE(S) Standard ��IONALG �-' '� PflOp . <c, �NGINFFi9 /0 2-7 't 870 2PE (p cv -y �A). OREGO tip iN 0 SEA .k ' ©s11. HER�P EXPIRES:06130/2015 March 24,2014 ®WARNING,-Verify design parameters and RE4D N 3 TES ON THIS AND INCLUDED MI7Elr REFERENCE FAGE MII-7413 raw.1/29/1814 BET-ORE USE. Design valid for use only with MiTek connectors.This design is based onlyupon �� 9 parameters o and is sig e individual buildingicomponent. �a 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/W11 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 tf Southern Pine(SP)lumber(sine-sifted,the design values are those effective 06/01/3013 by ALSO: Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR R41635793 FLOOR 5 1 PL14-80_UPPER F04 Job Reference(optional) Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:32:07 2014 Page 1 Pacific Lumber&Trus co., 9ID:Rpnt19c5xP6a33aISa1WFPyjMds-voYG?neKBOteWmasBXBzjyHuB2ShF56EUOXIbczXmEM 2-6-0 II 1-3-12 1-2-0 I I 0-11-6 I - Scale=1:24.7 1.5x3 II 3x5 = 1.5x3 II 3x4= 1.5x3 II 3x5 = 1.5x3 II 4 53x4 = 6 7 8 1 2 3 o- — `er , N Nit _ 7. — �. g B 0 0 14 13 12 11 10 9 3x4 = 3x6= 1.5x3 II 1.5x3 I I 3x6= 3x4 = 14-2-4 I I 14-2-4 Plate Offsets(X,Y): 14:0-1-8,Edoel,15:0-1-8,Edciel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.12 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.45 Vert(TL) 0.00 12 2 >863 3 360 0 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) Weight 64 lb FT=0%F,0%E BCDL 5.0 Code IBC20121TP12007 (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 end verticals. BOT CHORD 2x4 DF No d/Std(tl t) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS (lb/size) 14=773/Mechanical,9=773/Mechanical ��NI� FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0C, _t- WAS , TOP CHORD 2-3=-2462/0,3-4=-2462/0,4-5=-2581/0,5-6=-2458/0,6-7=-2458/0 BOT CHORD 13-14=0/1597,12-13=0/2581,11-12=0/2581,10-11=0/2581,9-10=0/1598 t.! rti Cf WEBS 2 14=-1724/0,2-13=0/934,4-13=-389/131,7-9=-1725/0,7-10=0/928,5-10=-411/132 p NOTES 1)Unbalanced floor live loads have been considered for this design. ;,� 2)Refer to girder(s)for truss to truss connections. rel,I 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSITTPI 1. '4,, 4�4. 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 om .p 49639 be attached to walls at their outer ends or restrained by other means. Y �`TONAL LOAD CASE(S) Standard 0 PRO ,,c. lNFF9 `P/o„9 87022PE r N -&NEAT OREG N cy,ry/ 'YOSSA. HENS EXPIRES:06/30/2015 March 24,2014 4I 11 A 4YARNLVG-Verify design parametersand READ NOTES ON MS AM)MIMED HIMREFERENCE PAGE M17-7473 MIL 1/29/2014 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown lal is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bonding Component Citrus Greenbackea, L ne, ifaSeuthe n Pitne(SP(Culmber isospecfied thheldesign values are thtose effective 06/01/2013 byALSC 22314. Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR - PL14-80_UPPER F05 FLOOR 3 R41635794 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc. Mon Mar 24 07:32:07 2014 Page 1 ID:Rpnt19c5xP6a33aISa1 WFPyjMds-voYG?neKBOteWmasBXBzjyHvO2RBF6JEUOXIbczXmEM 1 2-6-0 I 1-8-1 1 1 1-2-0 1 1 1-2-11 Scale=121.2 1.5x3 II 3x5= 1.5x3 II 1.5x3 I I 3x5= 1.5x3 II 1 2 3 4 3x4= 5 6 7 •I e'tee g a _y • 12 11 10 g 8 3x4= 3x4= 1.5x3 II 3x6= 3x4= 1 12-2-4 Plate Offsets(X,Y): 14:0-1-8,Edge1,111:0-1-8,Edgel 12-2-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.10 9-10 >999 480 TCDL 10.0 Lumber Increase 1.00 BC 0.48 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz((TL) 0.03 8 8 >9n/a 36044 a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:54 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12=663/Mechanical,8=663/Mechanical 44, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1,4\41ONIO TOP CHORD 2-3=-1946/0,3-4=-1946/0,4-5=-2055/0,5-6=-2055/0 BOT CHORD 11-12=0/1410,10-11=0/1946,9-10=0/1946,8-9=0/1412 (cP 0V WAS WEBS 2-12=-1509/0,2-11=0/690,6-8=-1511/0,6-9=0/688,5-9=-259/0,4-9=-192/305 CJ ., L NOTES -« T d 1)Unbalanced floor live loads have been considered for this design. J N 2)Refer to girder(s)for truss to truss connections. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � lf�� , 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 'pVb 49639 be attached to walls at their outer ends or restrained by other means. W tsTaR� LOAD CASE(S) Standard --' NAL ;� 'c,) PRQp- �cc �NGINEF9 SAO 29 -870 2PE N N - �'0j, OREGO ti� </ 06, A. HERNAP EXPIRES:06/30/2015 March 24,2014 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIT-7473 reg.1/29/2814 NEM FUSE IMMO 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 Mil • 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 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 ff Southern Pure ISP)lumber is spec ifred,the design values are these effective 06/01/2013 byALSC Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR 841635795 - PL14-80_UPPER F06 FLOOR 3 1 Job Reference(optional) - Oregon o, 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:32:08 2014 Page 1 Pacific Lumber&Trues co., Lake Oswego, ID:Rpnt19c5xP6a33a1Sa1WFPyjMds-N_6eD6fzyh?V7w931EfCF9g5_Srl_bkNj2Hs72zXmEL 1-7-0 I 2-0-0 I Scale=1:11.4 1 3x4= 21.5x3 II 3 3x4 = 41.5x3 B - Ii 3x5= 7 4 8 II 3x4 = 1.5x3 5-11-8 I 5-11-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.01 6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.04 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.00 5 n/a n/a Weight:28 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 5-11-8 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) 7=321/0-1-12 (min.0-1-8),5=321/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ONF TOP CHORD 1-7=-320/0,1-2=-440/0,2-3=-440/0 O��yC1 WASjO , BOT CHORD 5-6=0/465 WEBS 3-5=-514/0,1-6=0/507 CJ - -MiC� NOTES 4_ o� re' 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,5. � 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. \4 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. 4N96A39�w '10 ��GISS1OfER� LOAD CASE(S) Standard <cs,,,VQ PR QpE6,�s ,� N�')NE�R /�29 4 87022PE r N y , OREG N ti� L Y . �s & HE# EXPIRES:06/30/2015 March 24,2014 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED KM REFERENCE PAGE 1477-7473 re¢1/29/2024 BEFORFUSE. tegl 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 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777s Greenbackea, L ne,Su ifSouthe n Paso(SP)lumber is specified,aheldeign values are those effective 06/01/2013 byALSCl4. w Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR PL14-80_UPPER F07 FLOOR 9 1 841635796 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:32:08 2014 Page 1 ID:Rpntl9c5xP6a33alSa1 WFPyjMds-N_6eD6fzyh?V7w931EfCF9g3jSll_XzNj2Hs72zXmEL 2-6-0 I I 1-8-4 1 I 1-2-0 I I 1-3-8 0 1 8 H Scale=1:26.0 1.5x3 3x6= 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 II 3x6= 1.5x3 = 1 2 3 4 53x4 = _4044440144004444. e 6 7 8 Ni....NI- • Y 15 w e ttillr! _M 1 13 12 11 10 3x4 = 3x8= 1.5x3 I I 1.5x3 H 3x8= 3x6= I 15-0-4 15-0-4I Plate Offsets(X,Y): [4:0-1-8,Edoe],f5:0-1-8,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.17 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.52 Vert(TL) -0.27 12 >669 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:67 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=810/0-5-8 (min.0-1-8),14=816/0-2-0 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .tONIO_'C' TOP CHORD 2-3=-2842/0,3-4=-2842/0,4-5=-3059/0,5-6=-2849/0,6-7=-2849/0 Ari„ kifr BOT CHORD 13-14=0/1807,12 13=0/3059,11-12=0/3059,10-11=0/3059,9-10=0/1840 Q�VPA$ WEBS 2-14=-1934/0,2-13=0/1108,3-13=-250/0,4 13=505/98,7-9=-1957/0,7-10=0/1080,5-10=-507/104 NOTES i .IF-, ':-."(leo � d 02 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)14. \I 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUrPI 1. r fr 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 �T 49639 '� be attached to walls at their outer ends or restrained by other means. -n,�°-Gimp-" `'w 5)CAUTION,Do not erect truss backwards. v LOAD CASE(S) Standard I�NAL� � • �Q NE�X� tiP��pIR$OEARSQ E0PGH62/E3OPM0p/aFr0cPh1 5 : 9�, 20 14 A WARNING-Verity design parameters and READ NOTES TES ON MIS AND IhiCLUDFD MITE1{REFERENCE PAGE M77-7473 reit 1/29/2414BEFORE USE 9 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 erector.Additional lP permanent of erection structure responsibility For general guidance regarding MiTek* fabrication,qualitycontrol,storage,delivery, ad bracing,consult ANSI/ n Qualify Criteria,DSB-B?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 tf Southern Pine(SP)lumber is spec died,the design values are those etfeetive 06/03/2013 byALSG Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR - R41635797 PL14-80_UPPER F08 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:32:09 2014 Page 1 ID:Rpnt19c5xP6a33aISa1 WFPyjMds-rBfOQSgbp7M14kFJyARoNNCYs21jwPWxiOPgVzXmEK 0-1-8 H 2-fi-0 p-6-1111 1-2-0 1 51 Scale=1:31.3 1.5x3 II 3x5 = 3x5= 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 3x8 = 1.5x3 II 1.5x3 = 3x8= 8 y 10 2 3 4 5 6 7 ___ 1 w _ aw �w 'ia q iii I ii. _- rim 15 14 13 12 1' • 3x6= 3x10= 3x4= 3x4= 3x10= 3x5= 18-0-8 I 18-0-8 Plate Offsets(X,Y): f13:0-1-8,Edoel,f14:0-1-8,Edoel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.33 14 >646 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.52 13-14 >413 360 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.08 11 n/a n/a Weight:81 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) 16=976/0-5-8 (min.0 1-8),11=982/0-1-12 (min.0-1-8) - vONIO 44, FORCES (Ib)-Max.Comp./Max.Ten. All forces 250(Ib)or less except when shown. e� TOP CHORD 2-3=-3746/0,3-4=-3746/0,4-5=-4434/0,5-6=-4434/0,6-7=4434/0,7-8=-3719/0,8-9=-3719/0 QS �v V'/A$j,/?, 44. SJ BOT CHORD 15 16=0/2278,14-15=0/4412,13-14=0/4434,12-13=0/4407,11-12=0/2235 'W t WEBS 5-14=-306/216,6-13=-360/244,2-16=-2425/0,2-15=0/1571,3 15=-254/0,4-15=-746/0,4-14=-296/434,9-11=-2393/0, �� 'WO let, 9-12=0/1588,8-12=-253/0,7-12=-779/0,7-13=-312/476 t4\J NOTES 1)Unbalanced floor live loads have been considered for this design- (f-rr 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. !}g(�� C� 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ) ,p 496 f✓R� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks toCS be attached to walls at their outer ends or restrained by other means. `SSIQNALtil� 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard t 0 PR©/ c. tiNGINEF,9 so29 CC' 870 2PE r. N yCS)Aj OREGIN n A. HE- EMPIRES:06130/2015 March 24,2014 I __ I. A WARNING-Verify design parameters and REAP NN]TES ON THIS AND INCLUDED MIUER REFERENCE PAGE MI7-7473 rex 1/29/2014 BFFOREUSE �" 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 MiTek'11 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 7777 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/W11 Quality Criteria,D5B-89 and BC51 Building Component 7777 Greenbackea,k L ne,Su if Southern Pine(SP)lulmber is specified tthelda design salves are those effective 05/01/2013 by ALS(14. Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR PL14-80_UPPER F09 FLOOR 3 1 R41635798 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:32:10 2014 Page 1 ID:Rpnt19c5xP6a33alSa1 WFPyjMds-JNDOeohDUJFDNEJRtfigKavLiFKnSQGgAMmzCxzXmEJ 1-0-0 1 1 1-2-8 11 1-2-0 11 1-2-0 1 • 0-K8 Scale:3/8"=1' 4x5 = 3x5 = 3x4= 3x4= 3x4 = 3x5= 3x5= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 �.arate t is 7 -d/ali 4 I I I I I I P ra t TE' Illi I I I 1r/A 1 INII I I I I I rtill I I I IIIII 1 liWA I I.lre d"M ihr • 2 27 _ 26 25 24 23 22 21 20 3x4= 4x6= 3x6= 3x5 = 3x5= 3x4= 3x4 = 3x6= 4x6 = 3x6 = I 18-11-0 18-11-0 Plate Offsets(X,Y): [22:0-1-8,Edget,[23:0-1-8,Edne] LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.39 23-24 >572 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.62 23-24 >365 360 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.09 19 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:92 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-3 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) 19=1024/0-5-8 (min.0-1-8),28=1030/0-1-12 (min.0-1-8) 2-2-0 oc bracing:23-24,22-23. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 010NI0 TOP CHORD 2 3=-1982/0,3-4=-1982/0,4-5=-3450/0,5 6=-3450/0,6-7=-4406/0,7-8=4406/0, 8-9=-4879/0,9-10=4879/0,10-11=4642/0,11-12=-4642/0,12-13=-4642/0, O 0 WAS`��� T 13-14=-3474/0,14-15=-3474/0,15-16=-2037/0,16-17=-2037/0 A1C BOT CHORD 27-28=0/1057,26 27=0/2776,25-26=0/3988,24-25=0/4707,23-24=0/4912,22-23=0/4642, w l 21-22=0/4013,20-21=0/2811,19-20=0/1115 002 ° ti VI WEBS 12-22=406/0,2-28=-1437/0,2-27=0/1259,4-27=-1079/0,4-26=0/916,6-26=-731/0, 6-25=0/569,8-25=-410/0,8-24=0/264,10-23=-574/211,17-19=-1475/0,17-20=0/1254, / 15-20=-1052/0,15-21=0/902,13-21=-733/0,13-22=0/967 f � NOTES "/1 4, 4963 . r7 1)Unbalanced floor live loads have been considered for this design. 4b 2)All plates are 1.5x3 MT20 unless otherwise indicated. sSIONAL$�� 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)28. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. PROF 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard2 4•C"-- 87Q.22PE 9r 74 OREGO (y„ 000 �� M$ER '� P A. HERS EXPIRES:06/30/2015 March 24,2014 AWARNTM-Verify design Parameters and READAPJIESONTHISANDINCLUDEDMITEKREFERENCEPAGENI7-7473retc1/29/20148EFO3Et/sF Design valid for use only with eMiTek connectors.This design is based only upon parameters shown,and is for individual building component. shown Mn: 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/TPIl Quality Criteria,DSB-B9 and SCSI 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 Southern Pine(SP)lumber is specked,the design values are these effective 06/01/2013 byALS4 Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR R41635799 PL14-80_UPPER F11 FLOOR 1 1 Job Reference(optional) Pacific Lumber Si Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:32:11 2014 Page 1 ID:Rpnt19c5xP6a33alSal WFPyjMds-oZnmr8hrFCO4_OueQMDvt0SblfVDBOOpPOWWkNzXmEI 2-1-8 I 2-2-4 1 1.5x3 I I 2 3x8= 3 1.5x3 I Scale=1:9.3 v `F x4 = � 4 6 3x4 I I 3x4= 2-4-8 4-9-12 I 2-4-8 2-5-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) 0.00 5 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress Ince YES WB 0.03 Horz(TL) 0.00 4 n/a n/a Weight:24 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 4-9-12 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) 5=312/0-5-8 (min.0-1-8),6=100/0-1-4 (min.0-1-8),4=104/Mechanical Max Gray 5=312(LC 1),6=110(LC 3),4=113(LC 4) TONIO FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. C,, %I/ASk>, WEBS 2-5=-283/0 O .. it NOTES Q' ��� i M 1)Unbalanced floor live loads have been considered for this design. N td 2)Refer to girder(s)for truss to truss connections. r, 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 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 vd Ar., t�:k. be attached to walls at their outer ends or restrained by other means. e10,.. .„4,„496-is9� 6)CAUTION,Do not erect truss backwards. ��jONAL�� LOAD CASE(S) Standard E) PRQpk- co NG�NEF'9 SO _870 _2PE t' N y �Aj, OREG N ti� Ii ii 06/30/2015 March 24,2014 AWARNING-Verify design parameters and READNOTES ONTNISAND INCLUDED MITERREFERENCE PAGE MII-7473 res 1/29/2014 BERME USE NM' • 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 7777 Greenback Lane,Suite 109 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. Clims Heights,CA,95610 if Southern Pine 15P}lumber 1s spec wed,,the design values are those effective oe/41/2413 txy ALS[ Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR PL14-80_UPPER F13 FLOOR 5 1 R41635800 4. 4 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:32:11 2014 Page 1 ID:Rpntl9c5xP6a33a1Sa1 WFPyjMds-oZnmr8hrFc04_0ueQMDvtoSbCft3B?ppPOWWkNzXmEI • 2-1-12 I I 0-10-13 I 1-2-0 Scale=1:13.5 1.5x3 II 3x6 = 3x4= 1.5x3 1 2 3 q 3x4= 5 o e \ 1 ' e 8 7 1.5x3 II 1.5x3 H 3x4= 3x6= 3x4= 2-4-12 2r6-14 3-6-9 4-1-9 4-8-9 7-1-4 2-4-12 0-1-8 1-0-5 0-7-0 0-7-0 2-4-11 Plate Offsets(X,Y): [3:0-1-8,Edgel,[4:0-1-8,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.01 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:34 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=203/0-1-8 (min.0-1-8),9=271/0-5-8 (min.0-1-8),6=293/0-3-4 (min.0-1-8) Max Gray 10=220(LC 8),9=327(LC 7),6=293(LC 1) FORCES 010N1°4, ( -Max. 6 0./ 4x.Ten.-All forces 250(Ib)or less except when shown. O� WAScep TOP CHORDD 2-3=-262/0,3�=-400/0 BOT CHORD 9-10=0/262,8 9=0/400,7-8=0/400,6-7=0/400 (/ WEBS 2-10=284/O,3-9=-291/0,4-6=-435/0 ,e)> M NOTES [s} 1)Unbalanced floor live loads have been considered for this design. \/ 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. ° 6 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 49639 G/ 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 .� C!S'MO) be attached to wails at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 41ONALE LOAD CASE(S) Standard - � 0 PR Qp,`StS' ENGIN w 2 Q .87022P•. 9� • , i cv �A�1%0 OR GON (yam �ti A. HE?" EXPIRES:06/30/2015 March 24,2014 WAR1471VG-Verify design parameters and READ h0 TES ON MIS AND IRY7.UDED MITER REFERENCE PAGE 11II-7473 reit 7/29/20I4 WORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �< Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the 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. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 If Southern Pine(SP]lumber is specified,the design values are those effective 06/03/2013 byALSC (10 Job Truss Truss Type Qty Ply 2555 SYCAMORE A 3-CAR R41635801 PL14-B0_UPPER F16 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Mar 24 07:32 12 2014 Page 1 ID:Rpnt19c5xP6a33aISa1 WFPyjMds-GmL92UiTOwWxcXTq_4k8P??iF36swK4zdgF3HpzXmEH 0-1-8 260 I P-6-1111 1-2-0 11 1713 I I 2-0-0 2-0-0 H I Scale=1:27.3 1.5x3 II 3x5= 1.5x3 = 3x6= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x6= 1.5x3 II 6 7 8 9 4 5 1 2 3 e X16 oe a 14 13 12 11 1i 3x6= 3x8= 3x4= 1.5x3 II 3x8= 3x4= 15-9-0 I 15-9-0 Plate Offsets(X,Y): (6:0-1-8,Edgel,113:0-1-8,Edgel LOADING(p f) DEFL in (loc 1/defl L/d PLATES GRIP s SPACING 2-0-0 CSI ) TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -0.22 13-14 >867 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.34 13-14 >556 360 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.05 10 n/a n/a Weight:71 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) 15=850/0-5-8 (min.0-1-8),10=856/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 1,...41ONIO 44, TOP CHORD 2-3=-3084/0,3-4=-3084/0,4-5=3281/0,5-6=3281/0,6-7=2662/0,7-8=-2662/0 Qf7 9i WAS BOT CHORD 14 15=0/1945,13-14=0/3410,12-13=0/3281,11 12=0/3281,10-11=0/1587C.' ‘V ,''r 'r' WEBS 5-13=-136/299,2-15=-2069/0,2-14=0/1220,4-14=-455/0,4-13=-451/208,8-10=-1757/0,8-11=0/1190,6-11=-842/0 5 CSO NOTESi ' N 1)Unbalanced floor live loads have been considered for this design. %"` ' 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. t i�� 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �� 49� W� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ��` 4, ,49639 be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. '4ONNAL LOAD CASE(S) Standard ,-' Q PROF `S'' �c�G(N�F9 /029 ` 870 2PE NN - �Aj, OREGO /i, �N -Y041aER 04 , 0 `9 A. He��P EXPIRES:06/30/2015 March 24,2014 r 1- A 4VARNTf -Verify design parameters and READ NOTES ON MS AND INCLUDED MITER REFERENCE PAGE 1411-7473 rex 1/29/20I4BEFORE USE �" Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the 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 ANSI/T711 Quality Criteria,DSB-89 and BCSI Building Component If Southern Pine(SP)lumber is specified,theldesign values are those effective 08/01/2013 by ALSf 4 Citrus Heights,CA,95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 6 4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3j4 Center plate on joint unless x,y p y offsets are indicated. (Drawings not to scale) Damage or Personal Injury MIMIDimensions are in ft-in-sixteenths. I4 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 BCSI. 1/ 2.2. Truss bracing must be designed by an engineer.For 0. 16 4 wide truss spacing,individual lateral braces themselves .11M111!cL may require bracing,or alternative Tor I _ ILIIIIIIitebracing should be considered. ip i 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. For 4 x 2 orientation,locate C7-8 C6-7 c5-6 O 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and plates 0-14J' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,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 ��j� IPIndicated by symbol shown and/or SYP rby AWCs values as t n the published by specified. by text in the bracing section of the SP represents ALSO approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. ilLIIndicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior M�E reaction section indicates joint ©2012 MiTek�All Rights Reservedapproval of an engineer. - number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MINIM do 18.Use of green or treated lumber may pose unacceptable I_ environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. hii is not sufficient. re BCSI: Building Component Safety Information, i 1(0 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 , 1