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Plans 14k „2_.U'S- CX / s---,10 U Date:4/18/16 RECEIVED To: Dan Nelson,City of Tigard �! 'c rlcARD 1 8 2016 L,/ From: Daryl Retzlaff CIT"Y OF BUILDING DIVISION RE:SDR2014-00002 Dan, When we met at your office,we went over a number of items that you wanted us to provide for your review.You asked us to provide two sets of engineered truss drawings for each building. Please find the requested truss drawings for your review.The engineered truss drawings have been reviewed and approved by my EOR and the layout page for each building has been stamped. I have included my contact information below if you have any comments or questions. Thank you, Daryl Retzlaff Evergreen Builders daryl@lmwproperties.com (503)680-0045 City of Tigard A. . • ed Plans By gill Date Zf?..H 11 OFFICE COPY -4 ( 28-00-00 b b b 24-00-00 I r b .i i41 ail\ t Aliiiii 2 ,° 4 4:4=1,1„ ,,,uA01 �11 �.� A02 I, b immum � III, c ;sodrag load KA 2-0n(i g ' ll.'" I ISi _ ,A11111.11.11 iummogri,i■I co co II �I b o 11111V � y ;i 11 N All I 1 __ O oS o _ II -I A13 „Io 2-0 � b II ■mmimIi gi III . 2_012A9 y IL " II— IIIL‘MMI =MI N MINE - ��____ I_-�_O�■ E . g to co •iIirr i-I 65c'11111112=111 185N cfr'g IIM1161 illi 2-00 0MEM= A15 I. --_ A04 II drag load �Ih i■i► It 2-0n 00 . Vildpri .■■IL i It .Iiii■I = '11■�ii-i o , tI141 .'0, �i Ni t :n mi ai wi r.. -, IV 0_cn o (-.D. c)),te - c c r- b 24-00.00 6)2 .)C O) 0 0 00 00 '6 r =- 28-00-00 Any -� G a W y 7 t) n--° m * 0 E 73 0. Client: Westerman-Greenburg Flan Name: Greenburg Road Quote#. n '.. - - . NB I PIU+,(Sn[ON'110 BN.G IPNI311( Sales Person: Dave Droz Order#: [???] 11550 SE Jennifer St site: Greenburg Road Apartments Lot: 2 Clackamas,OR 97015 -Building 2 (503)656-2983 (503)656-2647 mit MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: 1 6-DD5307 Fax 916/676-1909 Westerman-Greenburg The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses, Inc. Pages or sheets covered by this seal: R46709093 thru R46709119 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.c),c D P R Q1 Nc.�` ' G.l Ns (5> 1/47 87022PE (f) zr '3"x OREGON cls$t/ Q O8ER _,,P Ai. HE z y' EXP('ES:06/30/'►>'7 March 2,2016 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 Westerman-Greenburg . R46709093 16-DD5307 A01 California Girder 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:55:54 2016 Page 1 I D:xsSPKJ3EC2?LF6V 1 IrhSxUzezJg-OvzNHuM NXrKVaZTkFhkdNFDwNXINrHcM3WRtLOzevoJ 1 -1-4-0 1 5-6-4 3-71 12-0-0 17-8-9 18-5-1? 24-0-0 1 1-4-0 5-6-4 b-9-3 5-8-9 5-8-9 b-9-3 5-6-4 Scale=1:43.0 6-4-8 i 6x7 � I 5x7 .Z.":-. ' 16 3 3x4 = 19 6.00 12 Fe,, 17►� ►� 4 ►� .t 10►i SO INN 0 N 2 6 o� LI, Iai v -4 Io M 20 9 21 8 7 22 4x6 = 3x5 = 3x10 M18SHS = 4x6 = 3x5= 1 8-9-2 I 15-2-14 I 24-0-0 8-9-2 6-5-12 8-9-2 Plate Offsets(X,Y)-- 12:0-1-2,Edael,13:0-1-2,0-2-81,15:0-1-2,0-2-81.16:0-1-2,Edgel,17:0-2-4,0-1-81,19:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.25 7-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -0.52 7-12 >556 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.16 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:104 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2`Except* TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins,except 3-5:2x6 DF No.2 G 2-0-0 oc purlins(3-0-1 max.):3-5. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=2026/0-5-8,2=2113/0-5-8 Max Horz 2=36(LC 12) Max Uplift 6=-74(LC 6),2=-79(LC 7) Max Gray 6=2144(LC 26),2=2227(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4134/358,3-4=-4670/277,4-5=-4673/277,5-6=-4137/358 BOT CHORD 2-9=-307/3665,7-9=-409/5518,6-7=-281/3668 WEBS 3-9=0/1435,4-9=-1150/226,4-7=-1146/226,5-7=0/1434 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �,or P R OFF , non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. GINE ' 6)All plates are MT20 plates unless otherwise indicated. C•,`, V. N . 0 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �LGr -y' ' 8)A plate rating reduction of 20%has been applied for the green lumber members. 870 2 P E 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. 10) Girder carries hip end with 6-4-8 end setback. ` 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. w CV 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)380 lb down and 108 lb up at y �('Rrte. t\,/18-5-1,and 380 lb down and 108 lb up at 5-6-15 on top chord. The design/selection of such connection device(s)is the 'y ). OREGO cp. z4i responsibility of others. Q 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). e'Os, \\ \-s4 LOAD CASE(S) Standard A. Ne 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES:06/30/2017 Continued on Daae 2 March 2,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 Ie ll, 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/TP11 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 Westerman-Greenburg R46709093 16-DD5307 A01 California Girder 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:55:54 2016 Page 2 I D:x5SPKJ3EC2?LF6V1 Irh5xUzezJg-OvzNHuMNXrKVaZTkFhkdNFDwNXINrHcM3 WRtLOzevoJ LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-64,3-5=-134,5-6=-64,10-13=-42(F=-22) Concentrated Loads(Ib) Vert:16=-332 19=-332 Ment WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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,not �h 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 Job Truss Truss Type Qty Ply Westerman-Greenburg R46709094 16-DD5307 A02 CALIFORNIA 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:55:55 2016 Page 1 I D:xsSPKJ3EC2?LF6V 1Irh5xUzezJg-s6XIUEN?18SMBj2wpPFswSl8dwACaonVIAAQtTzevol -114-443-0 5-6-4 I 8-3-7 I 12-0-0 I 15-8-9 I 18-5-12 I 24-0-0 5-0-4 2-9-3 3-8-9 3-8-9 2-9-3 5-6-4 Scale=1:43.1 7 4 6-4-8 5Y5 5x5 6.00 12 3x4 = 3 IR1 II i l il DZI IRI N N Tr Q N M 18 25 'eraillirr 2 8 j, i L3 I n gro o IIM 11 10 9 3x5 = 3x4 = 3x8 M18SHS= 3x5 = 3x4 = I 8-9-2 I 15-2-14 I 24-0-0 I 8-9-2 6-5-12 8-9-2 Plate Offsets(X,Y)-- f2:0-0-10,Edgel,13:0-0-12,0-2-01,16:0-0-12,0-2-01,f8:0-0-10,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.16 9-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.32 9-14 >910 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.10 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:110 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins,except 3-6:2x6 DF No.2 G 2-0-0 oc purlins(4-4-9 max.):3-6. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1162/0-5-8,2=1249/0-5-8 Max Horz 2=66(LC 7) Max Uplift 8=-14(LC 6),2=-19(LC 7) Max Gray 8=1590(LC 27),2=1743(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2693/111,3-5=-2666/96,5-6=-2673/97,6-8=-2699/111 BOT CHORD 2-11=-122/2295,9-11=-113/3199,8-9=-64/2303 WEBS 3-11=0/865,5-11=-737/132,5-9=-734/132,6-9=0/864 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs(} P dFc�' non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. `CO &)NE' / 6)All plates are MT20 plates unless otherwise indicated. C� N 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'fi 4 .' 870 P t„ 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,2. /' / 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ul 7 ,o> OR EGO c 'RC1 BER 11 .\ EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. P1111. 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 MiTTk° 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 Westerman-Greenburg R46709095 16-DD5307 A03 CALIFORNIA 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:55:56 2016 Page 1 ID:xsSPKJ3EC2?LF6V 1Irh5xUzezJg-KI57haNd2SaDptd6N6m5SgIKOKXFJGDIWpw_PvzevoH I -1-4-0 I 5-6-4 I 10-1 -15 104-7 12-0-0 1 13-8- 9 13-171)-1 18-5-12 I 24-0-0 1-4-0 5-6-4 4-7-11 0-1-8 1-8-9 1-8-9 0-1-8 4-7-11 5-6-4 Scale=1:42.1 2x3 II 9 2x3 I I 4 6 10 23 T. 24 I 6 :; 5,5 3x4 = 5x5 8 \ 3 JRA rI E .E `a22 2x4 II 2x411 25 W n M 2 12 'TiOr 40 Ital. O �A 15 14 13 3x5 = 3x4 = 3x8 M18SHS = 3x5 = 3x4 = I 8-9-2 I 15-2-14 I 24-0-0 I 8-9-2 6-5-12 8-9-2 Plate Offsets(X,Y)-- 12:0-2-8,Edgel,f3:0-0-12,0-2-01,111:0-0-12,0-2-01,112:0-2-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.14 13-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.31 13-18 >937 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.09 12 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:121 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins,except 3-11:2x6 DF No.2 G 2-0-0 oc purlins(4-9-10 max.):3-11. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1038/0-5-8,2=1125/0-5-8 Max Horz 2=57(LC 12) Max Uplift 2=-12(LC 10) Max Gray 12=1457(LC 27),2=1610(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2386/28,3-5=-2433/32,5-7=-2434/33,7-8=-2441/34,8-11=-2440/34, 11-12=-2393/29 BOT CHORD 2-15=-23/2018,13-15=0/2763,12-13=0/2026 WEBS 3-15=0/691,7-15=-541/82,7-13=-522/82,11-13=0/676 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; vertical left and right exposed;Lumber DOL=1.60plate gripDOL=1.60 MWFRS(envelope);cantilever left and right exposed;end g p 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. P R t5' 4)This truss has been designed for greater of min roof live Iced of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs {�� . non-concurrent with other live loads. �CO� \AGI N4.-- S/0 5)Provide adequate drainage to prevent water ponding. f� 1i 6)All plates are MT20 plates unless otherwise indicated. kr "7 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4:t.' 870;: 2 P E. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �y eV y'fides OREGO 20. AV 4 C� BER �� EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nit 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 I 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 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 Westerman-Greenburg R46709096 16-DD5307 A04 FINK 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 S Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:55:57 2016 Page 1 I D:xsSPKJ3EC2?LF6V 1lrh5xUzezJg-oUfVvvOFpmi4R1 CJwgIK?trWgktd2j 1 olTfXxLzevoG -1-4-0I 6-3-6 I 12-0-0 I 17-8-10 I 24-0-0 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 Scale=1:41.6 4x4 = 4 6.00I 10 11 2x3 \\ 2x3 // 3 5 • 6 2 Oil = o LC o , Io s a 7 3x4 = 3x4 3x4 = 3x4 = 3x4 =I 8-2-4 I 15-9-12 I 24-0-0 I 8-2-4 7-7-8 8-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.09 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.32 6-7 >890 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.06 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight 99 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1092/0-5-8,6=985/0-5-8 Max Horz 2=64(LC 9) Max Uplift 2=-19(LC 10),6=-3(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1707/21,3-4=-1499/33,4-5=-1512/36,5-6=-1703/25 BOT CHORD 2-9=-23/1443,7-9=0/981,6-7=0/1458 WEBS 3-9=-383/111,4-9=-0/579,4-7=-4/610,5-7=-404/113 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. ri ") P R OPe. 444 -9 87022PE cv y04j, C.)REG•NciC, OBER 11 � C}c. A. F- �\'yP EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use onry with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not int 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 M T k 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/T911 Qualify 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 Westerman-Greenburg R46709097 16-DD5307 A05 ROOF SPECIAL 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:55:58 2016 Page 1 ID:xsSPKJ3EC2?LF6VIIrh5xUzezJg-GhDu6FPta3gx2BnVUXpZX5NhQ8Fdn3?y_7P4UnzevoF -1-4-0 6-3-6 12-0-0 17-8-10 24-0-0 1-4-0 I 6-3-6 I 5-8-10 I 5-8-10 I 6-3-6 Scale=1:42.3 4x5 = 4 6.00 12 v 13 Ior LI 11411p4, 2x3 \\ 2x3 // 3 5 6 2 i ° I n to 0 14 p .4, 8 7 3x4 = 11 10 9 3x4 3x4= 3x4= 3x4 = I 3-1-0 I 7-4-8 I8-2-41 11-4-8 1 15-9-12 I 24-0-0 I 3-1-0 4-3-8 0-9-12 3-2-4 4-5-4 8-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.09 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.30 6-7 >493 180 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:99 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-5-8 except(jt=length)10=8-7-0,11=0-3-8,9=0-3-8. (Ib)- Max Horz 2=64(LC 7) Max Uplift All uplift 100 lb or less at joint(s)10 except 6=-247(LC 27),2=-334(LC 26) Max Gray All reactions 250 lb or less at joint(s)11,9 except 6=623(LC 16),2=422(LC 25),10=1066(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-778/813,3-4=-330/439,4-5=-737/254,5-6=-1085/607 BOT CHORD 2-11=-713/656,10-11=-713/656,9-10=-647/816,7-9=-706/816,6-7=-579/992 WEBS 3-10=400/117,4-10=-812/33,4-7=-15/607,5-7=423/112 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P ROre s 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) ��c NGI N shy SCSI 6=247,2=334. 8)This truss has been designed for a total seismic drag load of 1500 lb with dead loads only.Lumber DOL=(1.60)Plate grip 44i 17 DOL=(1.60) Connect truss to resist drag loads along bottom chord from 3-1-4 to 11-8-4 for 174.7 plf. 87022 Pi 1-- fiCy -7 4), OR GON rte OIl 0 t 41BER q1 A He EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mg 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 IViiTTk' 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 Qualify 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 s Truss Truss Type Qty Ply Westerman-Greenburg R46709098 16-DD5307 A06 Common 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:55:58 2016 Page 1 ID:xsSPKJ3EC2?LF6V1Irh5xUzezJg-GhDu6FPta3gx2BnVUXpZX5NhU8D1nAMy_7P4UnzevoF 6-1-10 I 11-10-4 I 17-6-14 I 23-10-4 125-2-4 I6-1-10 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1:41.5 4x4= 3 6.00 12 11 2x3 \\1,110 2x3 // 2 4 • 1 5 'I " ® LI 6 a vx 0 9 8 7 3x4 = 3x4 = 3x4 = 3x4 = 3x4 I 8-0-8 I 11-10-4 I 15-8-0 I 23-10-4 8-0-8 3-9-12 3-9-12 8-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.09 5-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(TL) -0.31 5-7 >915 180 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.06 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:99 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=982/0-3-12,5=1089/0-5-8 Max Horz 1=-64(LC 8) Max Uplift 1=-2(LC 10),5=-19(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1687/25,2-3=-1498/36,3-4=-1493/33,4-5=-1701/22 1 BOT CHORD 1-9=-21/1440,7-9=0/976,5-7=0/1437 WEBS 2-9=-394/113,3-9=-4/598,3-7=-0/579,4-7=-382/112 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. �t �.- P R opi s, 4 '. 8 # 2PE ,1-- -y - , OREGO q r.o. On BER 'N N. k HE EXPIRES:06/30/2017 March 2,2016 i t ..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mireha connectors.This design is based only upon parameters shown,and is for an individual building component,not I' 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 MFie k' 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/T911 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 Westerman-Greenburg R46709099 16-DD5307 A07 COMMON 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:55:59 2016 Page 1 ID:xsSPKJ3EC2?LF6V 1 Irh5xUzezJg-ktmGKbQ WLNyogLMh2FKo41wsZXbxW WM5Dn8e0EzevoE 1 6-1-10 1 1 11-10 4 17-6-14 1 23-10-4 125-2-4 6-1-10 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1:45.9 4x5 3 n 6.00 12 12 2x3 \\ 11 2x3 // 2 4 CIT, 1 5 .J LI v ITl -1 6 II- ' •..••• •••••• •••••• _ ...ii 8 7 o 3x4 = 3x4 = 3x4 = 3x4 = 10 9 3x4= I 8-0-8 10-10-12 111-10-41 15-8-0 1 23-10-4 I 8-0-8 2-10-4 0-11-8 3-9-12 8-2-4 L TOOL DING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.09 5-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.28 5-7 >535 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:99 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-2-4 except(jt=length)5=0-5-8,9=0-3-8. (Ib)- Max Horz 1=-64(LC 6) Max Uplift All uplift 100 lb or less at joint(s)10 except 1=-385(LC 26),5=-259(LC 27) Max Gray All reactions 250 lb or less at joint(s)9 except 1=515(LC 25),10=1182(LC 1),5=720(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-881/922,2-3=-431/543,3-4=-704/267,4-5=-1137/660 BOT CHORD 1-10=-861/815,9-10=-759/819,7-9=-759/863,5-7=-630/1041 WEBS 2-10=-446/113,3-10=-804/24,3-7=-7/585,4-7=-402/110 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n p R°Pk-o 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) ?`c 'c.\-` 4G I NE - 020 1=385,5=259. 8)This truss has been designed for a total seismic drag load of 1650 lb with dead loads only.Lumber DOL=(1.60)Plate grip Zcr - DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 11-2-4 for 147.5 plf. Cr87022 PE fi-$. OREGIIN rta Qtr 0iBER '� EXPIRES:06/30/2017 March 2,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 k M'T " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek. 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 Westerman-Greenburg R46709100 16-D05307 A08 Common 10 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:55:59 2016 Page 1 ID:xsSPKJ3EC2?LF6V 11rh5xUzezJg-ktmGKbQ WLNyogLMh2FKo41wsNXZ4Wdd5Dn8e0EzevoE I 6-1-10 { 11-10-4 I 17-6-14 I 23-10-4 I 6-1-10 5-8-10 5-8-10 6-3-6 Scale=1.40.8 4x4 = loroilior 3 r 6.00l g 10 2x3 \\ 2x3 // 2 4 • 1 5 L. ri LI O 8 7 6 • 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 8-0-8 I 11-10-4 I 15-8-0 I 23-10-4 I 3-9-12 3-9-12 8-2-4 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.09 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(TL) -0.32 5-6 >888 180 BCLL 0.0 Rep Stress InaYES WB 0.26 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight 97 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=986/0-3-12,5=986/0-5-8 Max Horz 1=-56(LC 6) Max Uplift 1=-3(LC 10),5=-3(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1693/25,2-3=-1505/37,3-4=-1512/37,4-5=-1704/26 BOT CHORD 1-8=-27/1446,6-8=0/982,5-6=0/1459 WEBS 2-8=-382/113,3-8=-4/586,3-6=-4/597,4-6=-392/114 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. icy p P R OFesn' �N5 .cNO`INE f4 o 87022PE 444 ter" o Afi'a4j OBREEGSN1 ;1� 'b 4 SA. Heck\-, EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 6 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �4 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 M;T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the [YI it k 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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 JobTruss Truss Type Qty Ply Westerman-Greenburg ' R46709101 16-DD5307 A09 Common 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:00 2016 Page 1 ID:xsSPKJ3EC2?LF6VI Irfi5xUzezJg-C3KeXxQ86h5flUxtcyrl dWTlwxvKF4nFRRuBYgzevoD -1-4-0 6-3-6 12-0-0 17-8-10 24-0-0 i 1-4-0 i 6-3-6 I 5-8-10 i 5-8-10 6-3-6 Scale=1:41.6 4x4 = 4 r 6.00 12 ii1111111111IIIIIIIII/ 11 2x3 \\ 2x3 // 3 5 '''s. 4' • 6 2 111 o lay o _ Io — s 6 7 • 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = I 8-2-4 I 12-0-0 I 15-9-12 I 24-0-0 I 8-2-4 3-9-12 3-9-12 8-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.09 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.32 6-7 >890 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.06 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:99 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=985/0-5-8,2=1092/0-5-8 Max Horz 2=64(LC 7) Max Uplift 6=-3(LC 11),2=-19(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1707/21,3-4=-1499/33,4-5=-1512/36,5-6=-1703/25 BOT CHORD 2-9=-23/1443,7-9=0/981,6-7=0/1458 WEBS 3-9=-383/111,4-9=-0/579,4-7=-4/610,5-7=-404/113 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. (�„ PR Ore NGI NE fiAr' �( 444 870; 2PE p al �. r y -c), OREGO �Cr OBER 1\ G7 ill Q` A. HE,¢ P EXPIRES:06/30/2017 March 2,2016 i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®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 M'Tek' 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 Alexandria,VA 22314. Suite 109 Truss Plate Institute, 3 , Safety Information available from 218 N.Lee Street,Suite 12 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg R46709102 16-DD5307 A10 Common 5 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 5 Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:01 2016 Page 1 I D:xsSPKJ3EC2?LF6V 1 IrfsxUzezJg-h FuOIHRmt_DWveV49gMG9j?CtLFw_W9Og5d156zevoC I -1-4-0 I 6-3-6 I 12-0-0 I 17-8-10 I 24-0-0 125-4-0 I 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1:42.8 4x4 = 4 :: 114114‘10 6.00 12 2x3 \\ 11 12 2x3 // 3 5 v •:. `' ko 6 2 "� r Ld,I . 7 Io 1M 10 9 8 t 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = I 8-24 12-0-0 I 15-9-12 24-0-0 I 8-2-4 3-9-12 3-9-12 8-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.09 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.31 6-8 >917 180 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.06 6 n/a n/a BCLL 0.0 Weight: Code IBC2012/TPI2007 (Matrix) Wei ht:101 Ib FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1089/0-5-8,6=1089/0-5-8 Max Horz 2=62(LC 9) Max Uplift 2=-19(LC 10),6=-19(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1701/21,3-4=-1493/32,4-5=-1493/33,5-6=-1701/21 BOT CHORD 2-10=-16/1437,8-10=0/975,6-8=0/1437 WEBS 3-10=-395/111,4-10=-0/592,4-8=-0/592,5-8=-395/111 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. f..,.., - P R Ofier 4 870, 2PE r" -0j,.. OREGO tic:'�4 'RC1 BER 1\ 0S A. H�� P EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mg 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/TPD 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 95810 JobTruss Truss Type Qty Ply Westerman-Greenburg ' R46709103 16-DD5307 All COMMON 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:01 2016 Page 1 I D:xsSPKJ3EC2?LF6V 11rh5xUzezJg-h FuOIHRmt_DWveV49gMG9j?CgLHd_ShOg5dI56zevoC 1-1-4-0 I 6-3-6 I 12-0-0 1 17-8-10 24-0-0 25-4-0 I I 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1.47.0 4x5 I I 4 n 6.00 12 2x3 \\ 12 13 2x3 // 3 5 q 2 6 •• . �. 7 Io X 3x4 = 3x4 = 3x4 = 3x4= 1114 10 9 8 3x4 = I 7-10-0 812-8 13-11-4 1 15-9-12 1 20-0-8 24-0-0 I 7-10-0 0-4-4 5-9-0 1-10-8 4-2-12 3-11-8 Plate Offsets(X,Y)— [4:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.07 2-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(TL) -0.22 2-11 >431 180 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.01 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight 101 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-2-8 except(jt=length)2=0-5-8,6=0-5-8,8=0-3-8. (Ib)- Max Horz 2=62(LC 9) Max Uplift All uplift 100 lb or less at joint(s)except 2=-247(LC 26),11=-286(LC 26),10=-272(LC 27), 6=-318(LC 27) Max Gray All reactions 250 lb or less at joint(s)8 except 2=460(LC 25),11=783(LC 15),11=712(LC 1),10=703(LC 16),6=483(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-690/624,3-4=-347/409,4-5=-270/294,5-6=-863/792 BOT CHORD 2-11=-616/662,10-11=-872/888,8-10=-710/748,6-8=-710/748 WEBS 3-11=-428/112,4-11=-610/520,4-10=-548/461,5-10=-414/116 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. �� P R OF 4)This truss has been designed for greater of min roof live Iced of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs . E non-concurrent with other live loads. Ci,- GI N. cv 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t;\ 0 �' C2.-t. 6)A plate rating reduction of 20%has been applied for the green lumber members. kr 'P 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 lb uplift at joint 2,286 lb uplift at 4 ." 8 • 2 P E. f joint 11,272 lb uplift at joint 10 and 318 lb uplift at joint 6. 8)This truss has been designed for a total seismic drag load of 1950 lb with dead loads only.Lumber DOL=(1.60)Plate grip �, :e`/ , DOL=(1.60) Connect truss to resist drag loads along bottom chord from 7-10-4 to 20-0-12 for 159.7 plf. CO fi�.FOREGO r,' 1t/ On 'WSER .V A. Her, , P EXPIRES:06/30/2017 March 2,2016 i MINN 4111 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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 JobTruss Truss Type Qty Ply Westerman-Greenburg • R46709104 16-DD5307 Al2 Common 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:02 2016 Page 1 ID:xsSPKJ3EC2?LF6V 1 Irh5xUzezJg-9SSOydSOelLNXo4GjNtVixYNEldQjs0XvlN IdZzevoB 1-4-0 6-3-6 12-0-0I 17-8-10 i 24-0-0 25-4-0 1-4-0 6-3-6 I 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1:43.1 4x5 = 4 6.00 12 12 2x3 \\ 11 2x3 // 3 5 c� e� co 2 6 dT 1+1 'II . 7 Io 3x4 = 10 3x4 = 3x4 = 3x4 = 3x4 = I 8-2-4 81-4 15-9-12 I 24-0-0 I 8-2-4 04-0 7-6-8 8-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.08 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(TL) -0.27 6-8 >700 180 TCDL 7.0 Rep Stress lncr YES WB 0.73 Horz(TL) 0.01 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:101 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=313/0-5-8,10=1172/0-5-8,6=693/0-5-8 Max Horz 2=62(LC 9) Max Uplift 2=-21(LC 10),6=-33(LC 11) Max Gray 2=348(LC 15),10=1172(LC 1),6=733(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=0/337,4-5=-734/63,5-6=-950/51 BOT CHORD 6-8=0/777 WEBS 3-10=-432/111,4-10=-810/19,4-8=0/607,5-8=-413/111 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� Pfi FS 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 2 and 33 lb uplift at \c ' f(NE . > joint 6. �� ' 87022P Fr"' n 0 OR GON (-15? ,44,O fiISER4k A He EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MTehE 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 Mil+ek° 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/SPI1 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 Westerman-Greenburg R46709105 16-DD5307 A13 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:03 2016 Page 1 ID:xsSPKJ3EC2?LF6V1lrh5xUzezJg-de0m9zT0PcTE9ytSH4PkE85YH9yHSJ7h7P6r9?zevoA -1-4-0 6-3-6 12-0-0 17-8-10I 24-0-0 25-4-0 1-4-0 i 6-3-6 I 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1:44.6 CONN.OF GABLE STUDS BY TRUSS MANUFACTURER. 4x5 = 4 I! 6.00 12 2x3 \\ 31 32 2x3 // 3 5 3 6 2 r L] [711111111111111 7 jv 0 3x4 = 3x4 = 3x4 = 13 12 11 10 3x4= 3x4 = I 8-2-4 8-3r4 15-9-12 I 24-0-0 8-2-4 04-0 7-6-8 8-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.46 Vert(LL) -0.08 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) -0.25 6-8 >746 180 TCDL 7.0 Rep Stress lncr YES WB 0.74 Horz(TL) 0.01 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:145 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-6-0 except(jt=length)6=0-5-8. (Ib)- Max Horz 2=62(LC 9) Max Uplift All uplift 100 lb or less at joint(s)2,10,6,11,13 Max Gray All reactions 250 lb or less at joint(s)2,12,13 except 10=1125(LC 1),10=1125(LC 1),6=737(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=0/339,4-5=-746/58,5-6=-961/47 BOT CHORD 6-8=0/787 WEBS 3-10=-420/118,4-10=-820/16,4-8=0/616,5-8=-410/112 NOTES- 1)Wind:ASCE 7-10;VuIt=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �, P R Orfis non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. Co'. G l N E C- (910 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1,, 8)A plate rating reduction of 20%has been applied for the green lumber members. 44 `9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,6,11,13. 4" 87022 PE # r- // y -0 OREG#N r1qQttr b BER 11 \- ` A. HE 3' EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 Mfret k° 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 Westerman-Greenburg R46709106 16-DD5307 A15 COMMON 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:03 2016 Page 1 ID:xsSPKJ3EC2?LF6V1lrh5xUzezJg-de0m9zT0PcTE9yfSH4PkE85XN9ziSJJh7P6r9?zevoA -1-4-0i I i 6-3-6 12-0-0 17-8-10 I 24-0-0 I 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 Scale=1:43.8 4x5 = 4 LI li 6.00 1210 11 popill, 2x3 \ 2x3 // 3 5 `e 6 2 Iv Orli ill 3x4= 3x4 = 3x4= 3x4 = 12 7 3x4 = I 8-2-4 I 12-0-0 15-9-12 I24-0-0 I 8-2-4 3-9-12 3-9-12 8-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.08 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(TL) -0.28 6-7 >351 180 TCDL 7.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.01 7 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:99 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=211/9-6-0,2=690/0-5-8,7=1196/9-6-0 Max Horz 2=64(LC 9) Max Uplift 6=-124(LC 27),2=-26(LC 10) Max Gray 6=256(LC 24),2=723(LC 15),7=1196(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-928/142,3-4=-713/48,4-5=-154/339,5-6=-350/393 BOT CHORD 2-9=-152/757,7-9=-274/380,6-7=-374/325 WEBS 3-9=-403/111,4-9=-0/595,4-7=-806/43,5-7=-451/115 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P �F fie5' 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) �ca" .s Ij I(VE �/� 6=124. CJ / 8)This truss has been designed for a total seismic drag load of 650 lb with dead loads only.Lumber DOL=(1.60)Plate grip DOL=(1.60) 4c, -9 Connect truss to resist drag loads along bottom chord from 14-6-0 to 24-0-0 for 68.4 plf. Ict" 87022 P ES"" / co. . -y '()j,, OREGO rta ki "AO fi 8 ER .N Q EXPIRES:06/30/2017 March 2,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 Job Truss Truss Type Qty Ply Westerman-Greenburg R46709107 16-DD5307 001 COMMON STRUCTURAL GA 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:04 2016 Page 1 I D:xsSPKJ3EC2?LF6V 1 Irh5xUzezJg-5ga9NJUeAvb5m6EfrowznMdlhYKOBwIgM3sPhRzevo9 -1-4-0I 6-0-0 I 12-0-0 1 13-4-0 1-4-0 6-0-0 6-0-0 1-4-0 Scale=1:23.5 CONN.OF GABLE STUDS BY TRUSS MANUFACTURER. 4x4 =- 3 3 6.00 12 20 19 "j, 4 2 E-- 1 , 5 Io 1 . 6 3x4 = 2x3 II 3x4 = I 6-0-0 I 12-0-0 I 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.03 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(TL) -0.08 4-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:54 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=585/0-5-8,4=585/0-5-8 Max Horz 2=53(LC 10) Max Uplift 2=-140(LC 10),4=-140(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-680/145,3-4=-680/145 BOT CHORD 2-6=-70/533,4-6=-70/533 WEBS 3-6=0/264 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;partially; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs overhangs iikvP R OFLC,, non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. �c0' GINE$ "> 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'T 8)A plate rating reduction of 20%has been applied for the green lumber members. 4 "F' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 870 P E f 2=140,4=140. y '<"-j, OREGO c- Qttrr O 8E ' ' A. HES EXPIRES:06/30/2017 March 2,2016 k _ AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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 MiTeIt. 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/TPII 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 Westerman-Greenburg R46709108 16-DD5307 B02 Common 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:04 2016 Page 1 I D:x5SP KJ3 EC2?L F6V 1 IrhsxUzezJ g-5ga9NJU eAvb5m6EfrowznMdl hYKO Bw I gM3sPh Rzevo9 -1-4-0 6-0-0 I 12-0-0 13-4-0 1-4-0 6-0-0 6-0-0 1-4-0 Scale=1:23.5 4x4 = 3 6.00 12 8 7 4 2 I Io o 6 5 3x4 = 2x3 3x4 = 6-0-0 I 12-0-0 I 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.03 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(TL) -0.08 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:43 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=585/0-5-8,4=585/0-5-8 Max Horz 2=34(LC 9) Max Uplift 2=-18(LC 10),4=-18(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-680/10,3-4=-680/10 BOT CHORD 2-6=0/533,4-6=0/533 WEBS 3-6=0/264 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. t,R, P R s G3taG 1 NF cep y4-14 ' 870, 2PE 'j OR EGO 1 (15 Lei C' OBER EXPI RES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mut 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 Mire k' 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/rP11 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 Westerman-Greenburg R46709109 16-DD5307 C01 COMMON SUPPORTED GAB 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:05 2016 Page 1 I D:xsSPKJ3EC2?LF6V 1 IrhsxUzezJg-Z18XaeUGxDjyOGprOVRCKZAxKykbwOh_bjbyEtzevo8 -1-4-0 I 6-6-0 I 13-0-0 14-4-0 1-4-0 6-6-0 6-6-0 1-4-0 Scale=1'30 3 4x4 = 7 2x3 II2x3 II � 8 6.00 2x2x3 II2x3 II Ci le 9 5 2x3 I I2x3 II r 6 10 4 2x3 II : P 11x3 II 2x4 I I 3 2x4 II P V 12 2 '1 V 13 0 0 0 0 0 0 o 0 0 -0 0 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 24 23 22 21 20 19 18 17 16 15 14 2x3 II2x3 II 2x3 II 2x3 II 2x3 I I 2x3 II 2x3 II 2x3 II 2x3 II 2x3 II 2x3 II I 13-0-0 I 13-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 13 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 13 n/r 90 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 14 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight 75 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-0-0. (Ib)- Max Horz 24=-76(LC 8) Max Uplift All uplift 100 lb or less at joint(s)24,14,20,21,22,23,18,17,16,15 Max Gray All reactions 250 lb or less at joint(s)24,14,19,20,21,22,23,18,17,16,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. � � P(�(��� 6)Gable requires continuous bottom chord bearing. ' 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �CQ G)N fi- ��� 8)Gable studs spaced at 1-4-0 oc. c7 'r�i 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 7 0 10) A plate rating reduction of 20%has been applied for the green lumber members. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,14,20,21, 22,23,18,17,16,15. CA ov °-j, OREGSN ct� �/ Q 0 SER '. USA HO; EXPIRES:06/30/2017 March 2,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ikut 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/1711 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 Westerman-Greenburg R46709110 16-DD5307 JA01 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:06 2016 Page 1 ID:xsSPKJ3EC2?LF6V 11rh5xUzezJg-1 Divo_VviXrpOPO1 yDyRsni5iM_AfrT7gNLVmKzevo7 -1-4-0 1-10-3I 6-4-8 I 1-4-0 I 1-10-3 4-6-5 Scale=1:14.4 3 6.00 12 5 N M 2 W I 6 7 8 4 1 1 3x4= I 1-9-71.1,0-3 6-4-8 I 1-9-7 0 12 4-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-4 >402 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:14 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-0/Mechanical,2=261/0-5-8,4=66/Mechanical Max Horz 2=33(LC 10) Max Uplift 3=-78(LC 14) Max Gray 3=9(LC 6),2=340(LC 14),4=132(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)7 lb down at 2-0-0,and 7 lb P down at 4-0-0,and 11 lb down at 6-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of Qi s others. ��cy� ME' ‘-•./ /0 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Kr 17 LOAD CASE(S) Standard 87022PE t' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) ' Vert:1-3=-64,2-4=-20 (l) ' N Concentrated Loads(Ib) , fi-� �}F{E • j tiq ttts Vert:8=-6(F) On &ER 1���� A. Rei EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE 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 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 meow Job Truss Truss Type Qty Ply Westerman-Greenburg R46709111 16-DD5307 JA02 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:06 2016 Page 1 ID:x5SPKJ3EC2?LF6V11rfi5xUzezJg-1 Divo_VviXrpOPOIyDyRsnisiM_DfrT7gNLVmKzevo7 I -1-4-0 I 3-10-3 I 6-4-8 i 1-4-0 3-10-3 2-6-5 Scale=1:14.7 3 1 6.00 112 5 c N 2 ' 1 op lop 4 3x4 = I 3-9-7 3-1Q-3 6-4-8 I 3-9-7 0 2 2-6-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-4 >406 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=92/Mechanical,2=297/0-5-8,4=61/Mechanical Max Horz 2=57(LC 10) Max Uplift 3=-34(LC 10) Max Gray 3=106(LC 15),2=303(LC 14),4=122(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �,� cp PRQp 40, NGtNEfi$ /0,9f 870 2PE 7 (!1 -y fi'4j, GREG S N r1�?: 4 On 44.1B ER. 1' ‘>,'\ A. Nei'` EXPIRES:00/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 MiTTk' 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/7P11 Qualify 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 Westerman-Greenburg R46709112 16-DD5307 JA03 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:07 2016 Page 1 I D:xsSPKJ3EC2?LF6VI Irh5xUzezJg-VPFH?KWXTgzfdZzEWwTgP_FCJmKROIjH21431 mzevo6 -1-4-0I 5-10-3 16-4-8 1-4-0 5-10-3 0-6-5 Scale=1:19.8 3 1 6.00 I12 5 ry 57 M q 2 l Io 1 04 011 3x4 = 4 I 5-10-3 I6-4-8 1 5-10-3 0-6-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-4 >406 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight 20 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=164/Mechanical,2=353/0-5-8,4=61/Mechanical Max Horz 2=80(LC 10) Max Uplift 3=-57(LC 10),2=-6(LC 10) Max Gray 3=197(LC 15),2=362(LC 15),4=122(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 444 17 cc SSPE to r,, 4y fi'0j,, OREGO r(::5 Qt/ O fiBER \� ', �' 0/S A. N EXPIRES:06/30/2017 March 2,2016 Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MiTebS 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/Ten 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 Westerman-Greenburg ' R46709113 16-DD5307 JA04 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:07 2016 Page 1 I D:xsSPKJ3EC2?LF6V 1 Irh5xUzezJg-VP FH?KWXTgzrdZzEWwTgP_FALmKROIjH21431mzevo6 -1-4-0 6-4-8I 7-10-3 l 1-4-0 6-4-8 1-5-11 Scale=1:24.8 4 1‘‘,,'r o 3 6.00 HI1 N W M O V M5.1 M ,4000000000000000111111111111111111111111111111111111111111 1 IM 3:4= 5 I 6-4-8 6-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.07 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-5 >406 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Harz 2=103(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,3 Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=378(LC 15),3=278(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. �� � 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. F 4c, 09 �- 87022P- 1 ov 'g.. fiery J„ OR -y `GON rp. 4,, O C7S A. H - EXPIRES: 06/30/2017 March 2,2016 1 r_= WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 MiTeka 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 Westerman-Greenburg R46709114 16-DD5307 JA05 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:08 2016 Page 1 I D:xsSPKJ3EC2?LF6V 1 Irtl5xUzezJg-zcpfDgX9E85WFjYQ4e_vxCoMkAgg7lzQHhgcgCzevoS -1-4-0 6-4-8 9-10-3 1-4-0 6-4-8 3-5-11 Scale=1:29.8 4 1I 6.00 12 3 6 11 N FL ," 2 1 ►/ 5 3x4 = 6-4-8 � 6-4-8 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.07 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-5 >406 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:26 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (lb)- Max Horz 2=127(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,3 Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=372(LC 15),3=348(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. (- 0 P �} fid, 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. c_.<\\ �� ‘AG j N.E.z. ol ' 87022PE �,- 11" g. t.v -7 OREGON ti4 4 ,� BER 44 Heck EXPIRES:06/30/2017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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,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/M1 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 Westerman-Greenburg R46709115 16-DD5307 JA06 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:08 2016 Page 1 ID:xsSPKJ3EC2?LF6V 1Irh5xUzezJg-zcpfDgX9E85WFjYQ4e_vxCoK4Agg71zQHhgcgCzevoS I -1-4-0 I 6-4-8 I 11-10-3 1-4-0 6-4-8 5-5-11 Scale=1:34.9 4 1 � to 6.00 12 6 3 N CO m i 71 om ,I 6 2 3x4 = 5 I 6-4-8 I 6-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.07 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-5 >406 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight 29 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=150(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-121(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=372(LC 15),3=409(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b) R0 �+R � s 3=121. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Cj Gj NE --, f0 444 -7 '' '` 87O 2PE. r- U1 C1/ tv -0), OREG•N r)9 QI On E3 ER pry EXPIRES:06/30/2017 March 2,2016 a MUM AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with Muck®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 Crtieda,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 Westerman-Greenburg R46709116 16-DD5307 JAS01 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:09 2016 Page 1 ID:x5SPKJ3EC2?LF6V 1 Irh5xUzezJg-SoN2Q0Xn?SDNtt7cdLV8UPKdrZ6VsCCZWLZANfzevo4 I -1-4-0 I 1-10-3 1111/4 1-4-0 1-10-3 0-1-1 Scale=1:10.0 3 5 A 6.00 12 N M 2 2111111.1i 1 M 4 3x4 = I 1-10-3 1,11 1-10-3 0-1- ci LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:8 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=198/0-5-8,4=19/Mechanical,3=23/Mechanical Max Horz 2=34(LC 10) Max Uplift 2=-18(LC 10),3=-48(LC 14) Max Gray 2=249(LC 14),4=38(LC 5),3=25(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. � -57 ��J ty l N�fi� /�-4,- 8702j2PE , U1 " y •j, OR EGO ro 41 4 0 EtER \" p'� SA0 Hcik - EXPI RES:06/30/2017 March 2,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. ist Design valid for use only with Mick®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 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 777 7777 7 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. S109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg k R46709117 16-DD5307 JAS02 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:09 2016 Page 1 I D:xsSPKJ3EC2?LF6V 1lrh5xUzezJg-SoN2Q0Xn?SDNtt7cdLV8UPKdrZ6VsCCZWLZANfzevo4 I -1-4-0 I 1-11-4 3-10-3 I 1-4-0 1-11-4 1-10-15 Scale=1:15.1 3 /1 Io 6.0012 5 N N MW t? h O N 2 11 vI 0 r_.LAIIIIIIIi1 111-4411111 il 3x4= 4 I 1-11-4 I 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=103/Mechanical,2=243/0-5-8,4=19/Mechanical Max Horz 2=57(LC 10) Max Uplift 3=-36(LC 10),2=-23(LC 10) Max Gray 3=118(LC 15),2=247(LC 15),4=38(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. c��,� P R os y -.02., OREGO c, 41 OsIS Q 0 8EFt �1 P\ A. He? EXPIRES:06/3012017 March 2,2016 MEM Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1003/2015 BEFORE USE. lig 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 Job Truss Truss Type Qty Ply Westerman-Greenburg • R46709118 16-DD5307 JAS03 Jack-Open 2 1 Job Reference(optional) ‘ PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:10 2016 Page 1 ID:x5SPKJ3EC2?LF6V1Irh5xUzezJg-w_xQdMYPIILEV1 hoB21 N1 dtihzRkbfSjk?Jjv5zevo3 I -1-4-0 I 1-11-4 i 5-10-3 I 1-4-0 1-11-4 3-10-15 Scale=1:20.3 3 " to 6.00 12 5 N N M M m M N 51 2 11 ►-W 3x4 = 4 1-11-4 1 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:14 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=173/Mechanical,2=301/0-5-8,4=19/Mechanical Max Horz 2=80(LC 10) Max Uplift 3=-58(LC 10),2=-31(LC 10) Max Gray 3=206(LC 15),2=310(LC 15),4=38(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. <Cr 870; 2PE ,; to � � 7 fi'0j„ OREGO (f.'Qat/ O0 SER �� Pr S A. Nei . EXPIRES:06/30/2017 March 2,2016 i AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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 M iTekT 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 Westerman-Greenburg R46709119 16-DD5307 JAS04 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Wed Mar 02 15:56:10 2016 Page 1 ID:xsSPKJ3EC2?LF6V11rtt5xUzezJg-w_xQdMYPIILEV1 hoB21 N1 dtiDzRkbfSjk?Jjv5zevo3 1-11-4 5-10-3 � 1-11-4 3-10-15 Scale=1:19.5 2 .1 Io 6.00 12 4 N � r7 M 1 3x4 = 3 1-11-4 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=202/0-5-8,2=184/Mechanical,3=19/Mechanical Max Horz 1=68(LC 10) Max Uplift 1=-14(LC 10),2=-60(LC 10) Max Gray 1=207(LC 15),2=205(LC 15),3=38(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=32ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. �s� p PR Or 870 2PE fi� OREGIN r :t j 0 C' BER ,T*� A. HeR EXPIRES:0613012017 March 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. t 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 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. Citrus He109 ights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Pro ert 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths P y 1 /4 I (Drawings not to scale) Damage or Personal Injury offsets are indicated. MEIDimensions are in ft-in-sixteenths. I44 Apply plates to both sides of truss 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 TOP CHORDS diagonal or X-bracing,is always required. See BCSI. MINIIIMIINIMINIMIIMINEMMIll 2. Truss bracing must be designed by an engineer.For 01/16" wide truss spacing,individual lateral braces themselves ' 16 Q WEBS 11 4 may require bracing,or alternative Tor I p bracing should be considered. illitO = O 3. Never exceed the design loading shown and never 1___Imor U 41 U stack materials on inadequately braced trusses. a. a 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate O cis 6-7 C5-6 O1— designer,erection supervisor,property owner and plates 0 "i t' 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/7P11. 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. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and 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 MiTekOO All Rights Reserved approval of an engineer. reaction section indicates joint 1 number where bearings occur. 17.Install and load vertically unless indicated otherwise. ® Min size shown is for crushing only. Mill 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. 19. w prtndegn owdes is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 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