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Plans (67) y, ola5—Ors'32 S W S w 6vtt-L,4t.i Date:4/18/16 RECEIVED To: Dan Nelson,City of Tigard "R 1 8 2016 From: Daryl Retzlaff CITY oF. r I ABD APR 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@ imwproperties.com (503)680-0045 6-F- A 4 City of Tigard A. . • eciPian$ By tom!' Date �, 2 11 OFFICE COPY A w 1 1{�, ■I\ > a a a 7 1 All Iii1, 11 /Nil ENE\ I■iiiii ,, OD �. , 2 00 ,Illi,,Ao,- not A0k' 3 ; 0 6__. me AM A14 AINi1 IS 1I lieA. II 2 ' IIi iiiI 6 S %,,7,0 I �., Aav . % 00F Ii D A04 ¢ S a b.a A05 S 3 nq _. • is 00 0 , , - ti E C o S n idd Al2 2 m�1 Ao IIi . = P ' lir li AU I 1-0 00 �,• Ata I' � :14\ �$'y$¢Mp 6 a,b.a A05 i....y,ffia % III Aon _ IA"i�\Ao2 1 8 2016 za as 00 "11i17,I ■iii F„-1111,,18.1 ic,.IIIIEMI1moii ` - ii b 24-00.00 $ $ S 2e-00.00 N Q `.. -, 0 NON N 0 0-6 r-2-0 Q(n �v Q V W N a, -K Q-_ m O 73 C a Client: Westerman-Greenburg Plan Name: Greenburg Road Quote#. '\. `_:5 Apartments 16-DD5308 PRI c140^1nrs,,,I I PlIA l: Sales Person: Dave Droz Order#: [???] 11550 SE Jennifer St Site: Greenburg Road Apartments Lot: 3 Clackamas,OR 97015 -Building 3 (503)656-2983 (503)656-2647 lot MiTekC MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: 1 6-DD 5308 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: R46712731 thru R46712757 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. io22PE cn tv •0 OREGON 'l � A. HE March 3,2016 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 R46712731 16-DD5308 A01 California Girder 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:12 2016 Page 1 I D:joO_Muensz20QYDmpDgxbjzehE4-?v?rrJPBebgVNil5Mm Qv2gocINYEsAwT18Tt8YzegzH -1-4-0I 5-6-4 1 17-8-9 1�8-5-1? 24-0-0 1-4-0 5-6-4 b-3-712-0-0 9-3 5-8-9 5-8-9 b-9-3 5-6-4 Scale=1:43.0 5x7 i 5x7 13x4 = 6 3 19 6.00 12 (_� 17�A �� 4 10 1:E,..4 A N CV c5 1/11. rr 2 6 al 6 20 9 21 8 7 22 0. d 4x6= 3x5 = 3x10 M18SHS= 4x6 3x5= I 8-9-2 15-2-14 24-0-0 I 8-9-2 6-5-12 8-9-2 Plate Offsets(X,Y)- 12:0-1-2,Edgel,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) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.25 7-9 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.52 7-12 >556 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.16 6 n/a n/a 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 10) Max Uplift 6=-74(LC 6),2=-79(LC 7) Max Gray 6=2144(LC 26),2=2227(LC 27) FORCES. (Ib)-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=-4672/277,5-6=-4137/358 BOT CHORD 2-9=-307/3665,7-9=-409/5517,6-7=-281/3668 WEBS 3-9=0/1434,4-9=-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.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 Q P �Fs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. {,;.`C° 04 ,9 ).Q 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Llr -v 8)A plate rating reduction of 20%has been applied for the green lumber members. 1' 8 • 2 PE G"- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 6 and 79 lb uplift at joint 2. /� 10) Girder carries hip end with 6-4-8 end setback. CV 11) Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 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 7c t" )s OREGO "ccp 4&// 18-5-0,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 \ responsibility of others. 0 `OBER 1 N,\ 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). v�' 14. NE-y \ LOAD CASE(S) Standard EXPIRES:06/30/2017 e Continued on oaae 2 March 3,2016 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ls 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 Mire " is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quattiy 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 R46712731 16-DD5308 A01 California Girder 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:12 2016 Page 2 I D:joO_Muensz20QYDmpDgXbjzehE4-?v?rrJPBebgVNil5MmQv2gocINYEsAwT18TtBYzegzH LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 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 t b Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 �V� 1 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 Citws Heights,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712732 16-DD5308 A02 CALIFORNIA 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:13 2016 Page 1 I D:joO_Muensz20QYDm pDgxbjzeh E4-T5ZD3fQ pPvo L_rKHwTx8btLgYnz2bh5czoDQ g?zegzG I -1-4-0 I 5-6-4 I 8-3-7 j 12-0-0 I 15-8-9 1 18-5-12 I 24-0-0 1 1-4-0 5-6-4 2-9-3 3-8-9 3-8-9 2-9-3 5-6-4 Scale=1:43 1 4 7 5x5 6.00 12 5x5 3x4 = 3 r l 6a 6a f1 f1 6a a 19 20 9 zz 2324 m 18 25 TT 2 8 d �� 11 10 9 3x5 = 3x4 = 3x8 M18SHS= 3x5 = 3x4 = 8-9-2 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,f3:0-0-12,0-2-01,f6:0-0-12,0-2-01,f8:0-0-10,Edael TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.16 9-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.32 9-14 >910 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.10 8 n/a n/a 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(4-4-8 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. (Ib/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=-2667/96,5-6=-2673/97,6-8=-2700/111 BOT CHORD 2-11=-122/2296,9-11=-113/3199,8-9=-64/2304 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 R�F��' non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. rS 6)All plates are MT20 plates unless otherwise indicated. �� f�1�G(� �� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '4i -y 8)A plate rating reduction of 20%has been applied for the green lumber members. ‘t' 870222 RE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 8 and 19 lb uplift at r f joint 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. jy CV 7 '°j,, OREG S N 1`� <tr �O �' BER1' '4 A He EXPIRES:06/30/2017 March 3,2016 6 b A 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 M7ek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not il, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel( Il R A�Tei. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Qualfly 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 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712733 16-DD5308 A03 CALIFORNIA 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:14 2016 Page 1 ID joO_M uensz2OQpYDm pDgxbjzehE4-xH 7bG?RRACxCc?vuASN75toxBJ6K9YICSy_C RzegzF I -1-4-0 5-6-4 10-1-15 10.1...," 12-0-0 I 13-8-9 13-Ip-1 18-5-12 24-0-0 1-4-0 5-6-4 4-7-11 1-8-9 1-8-9 0-1-8 4-7-11 5-6-4 Scale=1:42.1 2x3 II 2x3 II 9 4 :10 24 6.00 12 5x5 i 5x5 33x4= 8 _N .* IIIMIWIIIIIII. 1,j y h 22 25 to c5 r 2 12 ra d9 - 1 4, I v -„ (h d �� 15 14 13 Z 3x5= 3x4= 3x8M18SHS = 3x5 = 3x4 = I 8-9-2 I 15-2-14 I 24-0-0 8-9-2 6-5-12 8-9-2 Plate Offsets(X,Y)— 12:0-2-8,Edgel,13:0-0-12,0-2-01,110:0-0-0,0-0-01,111:0-0-12,0-2-01,112:0-2-8,Edgel LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.14 13-15 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.62 Vert(TL) -0.31 13-18 >937 180 M18SHS 220/195 BCLL 0.0 Rep Stress InaYES WB 0.31 Horz(TL) 0.09 12 n/a n/a 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 10) 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(Ib)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;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 greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs P P oFe non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �Gj lJC,I N fib /L 6)All plates are MT20 plates unless otherwise indicated. {. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4', 870 2 PE. Q1-" 8)A plate rating reduction of 20%has been applied for the green lumber members. / or " 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 lb uplift at joint 2. / 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. j' �� ` �� . F eV fi^°j, OREGO 20 Ltrw ,Ss $,OBER �v �q On A. HEc' EXPIRES:06/30/2017 March 3,2016 I __ 1 Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing AVB Bi It1T�k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the BC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/71.11 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712734 16-DD5308 A04 FINK 12 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:15 2016 Page 1 ID:joO_Muensz20QYDmpDgXbjzehE4-PUgzULR3xW33E9Uf1 uzcglQCcbgU3cMvR6IXltzegzE -1-4-0I 6-3-6 I 12-0-0 I 17-8-10 I 24-0-0 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 Scale=1:41.6 4x4 = 4 6.0012 11101001 2x3\\ 11 2x3 // 3 5 y 0• 2 6 ill ,� ra Iml v7. 1$ ►= 9 8 7 O 3x4 = 3x4= 3x4 = 3x4 = 3x4 I 8-2-4 I 15-9-12 24-0-0 8-2-4 7-7-8 I 8-2-4 LTCLL OADING (psf) 250 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.09 2-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(TL) -0.32 6-7 >890 180 BCLL 0.0 Rep Stress InaYES WB 0.27 Horz(TL) 0.06 6 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 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) 2=1092/0-5-8,6=985/0-5-8 Max Horz 2=64(LC 7) 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=-382/111,4-9=-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.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 19 lb uplift at joint 2 and 3 lb uplift at r{ .k) P13 Ofi�`rcS joint 6. 414 c - 87022P �<' F °<j OR GON D msidi C) S \A SEB �' � A. He EXPIRES:06/3012017 March 3,2016 tA 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 1111 12. a truss system.Before use,the building designer must verity 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;Tek5 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IKE ! BC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 • R46712735 16-DD5308 A05 COMMON STRUCTURAL GA 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:16 2016 Page 1 ID:joO_Muensz20QYDmpDgXbjzehE4-tgEMhhSiigBwrJ3sbbUrC WzNM22UoyK2fmR4HKzegzD -1-4-0 6-3-6 12-0-0 17-8-10 24-0-0 1 1-4-0 6-3-6 1 I I I 5-8-10 5-8-10 6-3-6 Scale=1:42.6 4x5 II 4 d 6.00 12 12 13 2x3 \\illoipIIIIIIIIIIIIIP' 2x3 // _ 3 5 6 2 ► v 8 7 Z Ia 3x4= 11 10 9 3x4 = 3x4 = 3x4= 3x4 = I 3-1-1 7-4-98-2-41 11-4-9 I 15-9-12 24-0-0 I 3-1-1 4-3-8 0-9-11 3-2-5 4-5-3 8-2-4 Plate Offsets(X,Y)— 12:0-0-0,0-0-01,14:0-2-12,0-2-0) 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 >492 180 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 6 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 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=-329/438,4-5=-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=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)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-concurrentis truss haswn otherwer live fora 1 �,'I) P R OFFS 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 6)A plate rating reduction of 20%has been applied for the green lumber members. \c� G1 N4- l$/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) a ,, 6=247,2=334. GU 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 87022 PE �,r 9t" DOL=(1.60) Connect truss to resist drag loads along bottom chord from 3-1-5 to 11-8-5 for 174.7 plf. / CV y '0j, OREGINN 2'Alli "P $`44 AMBER .\\ A, FtEP' P EXPIRES:06/30/2017 March 3,2016 a a 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 MiT k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the !Yi I IC 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 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712736 16-DD5308 A06 Common 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:16 2016 Page 1 ID:joO_Muensz20QYDmpDgXbjzehE4-tgEMhhSiigBwrJ3sbbUrCWzNQ?Ouo3h2fm R4H KzegzD 1 6-1-10 1 11-10-4 17-6-14 I 23-10-4 1 25-2-4 6-1-10 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1:41.5 4x4= \ilie, 3 6.00 12 11 2x3 \\ 10 2x3 // 2 4 • 1 5 a a4 s I 98 7 O7.� cS 3x4 = 3x4 = 3x4 = 3x4= 3x4 = I 8-0-8 i 11-10-4 15-8-0 j 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) I/deft L/d 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 >916 180 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 9 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 6) 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 BOT CHORD 1-9=-21/1440,7-9=0/975,5-7=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. P 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. `,-L Ofi , ,.� G)N >C ' 87022PE c-- / / . -0,),, {3REGt3 RQ 4 "PC100413ER 0\ .#4. H EXPIRES:06/30/2017 March 3,2016 B B A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER 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,not11111. 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 MiT k is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the iS€� li fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 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 Mots,Heights,CA 95610 Job Truss Truss Type Oty Ply Westerman-Greenburg R46712737 16-DD5308 A07 COMMON STRUCTURAL GA 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:17 2016 Page 1 I D:joO_Muensz20QYDm pDgXbjzehE4-Lsoku 1 TKT7J nTTe29J?4Ij VYVOOoXPhCuQBepmzegzC 6-1-10 ( 11-10-4 I 17-6-14 I 23-10-4 125-2-4 6-1-10 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1:46.3 4x5 II 3 6.00 12 12 2x3\� 11 2x3 // 2 4 6 A ,n 1All 5 �� [7 'V 6 I' 6i7►L �� w�►" n, ' ��o�t g 7 d 3x4 = 3x4 = 3x4= 3x4= 3x4= 10 9 I 8-0-8 I 10-10-12 11-10-4 15-8-0 I 23-10-4 I 8-0-8 2-10-5 b-11-7 3-9-12 8-2-4 Plate Offsets(X,Y)— 13:0-2-8,0-1-121 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 0.51 Vert(LL) -0.09 5-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.28 5-7 >535 180 TCDL 7.0 Rep Stress'nor YES WB 0.73 Horz(TL) 0.02 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 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. (Ib)-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=-862/815,9-10=-759/819,7-9=-759/863,5-7=-630/1041 WEBS 2-10=-446/113,3-10=-804/24,3-7=-7/586,4-7=402/110 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. .�c ' 4GI N -,(� S/� 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? ('r 'J1 3. 1=385,5=259. 17 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 1�Cr 870, 2 RE. DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 11-2-4 for 147.5 plf. d 6 7 fi4)j, OREGO ALU '5��, '118ER \� r C?S A. HSP EXPIRES:06/30/2017 March 3,2016 n a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 Ib 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 Sheet,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712738 16-DD5308 A08 Common 15 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:18 2016 Page 1 ID ioO_Muensz20QYDmpDgXbjzehE4-q3M66N UyE RRe5dDE IOXJ Ix2j2ojAGzB L74wB LCzegzB I 6-1-10 I 11-10-4 I 17-6-14 23-10-4 6-1-10 5-8-10 5-8-10 6-3-6 Scale=1:40.8 4x4= 3 riii 6.0012 g 10 10 2x3 \\ 2x3 // 2 4 • 1 5 Lc) 8 7 6 Z 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) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(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 >889 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (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 8) 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=-1504/37,3-4=-1512/37,4-5=-1703/26 BOT CHORD 1-8=-27/1446,6-8=0/982,5-6=0/1458 WEBS 2-8=-382/113,3-8=-4/586,3-6=-4/597,4-6=-392/114 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 Il;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. .'` ') PROF Ss eco �GI tv'&f4 <2 44 -Y- ct` 8 •. 2PE ,�I-- �, ` 7 4j,, OREGO e 4..// �O BER \\ r EXPIRES:06/30/2017 March 3,2016 1 di.®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 Wearconnectors.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 EYt R AiTe k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i R 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 Solely 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 R46712739 16-DD5308 A09 Common 10 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48 18 2016 Page 1 I D:joO_Muensz20QYDm pDgXbjzehE4.g3M66N UyE RRe5dD E i0XJ Ix2j2oiYGzDL74wBLCzegzB -1-4-0I 6-3-6 I 12-0-0 17-8-10 I 24-0-0 25-4-0 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1 42 7 4x4= 4 E! Iiii‘lor 6.00 I 2x3\\ 11 12 2.3 // '<i- 3 5 2 6 ._ U 1+1 : —II 7 Id 10 9 8 A 3x4 = 3x4= 3x4 = 3x4 = 3x4 = I 8-2-4 I 12-0-0 I 15-9-12 I 24-0-0 8-2-4 3-9-12 3-9-12 8-2-4 Plate Offsets(X,Y)-- 15:0-0-0,0-0-01 TCLL LOADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.09 2-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(TL) -0.31 2-10 >917 180 BCLL 0.0 Rep Stress Incl YES WB 0.26 Horz(TL) 0.06 6 n/a n/a 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 4-3-10 oc puffins. 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. (Ib/size) 2=1089/0-5-8,6=1089/0-5-8 Max Horz 2=-62(LC 8) 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=-1493/32,5-6=-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. {�Q�� P FcS 6)A plate rating reduction of 20%has been applied for the green lumber members. 0 R 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. �\�'� I N4-, �ri� 1: 870 2PE 1" Cf1 � � t"�)'$'. OREG4N <tr �O' �41BER '\''',‘,,. '� Qs A, KE�t' EXPIRES:06/30/2017 t March 3,2016 41, __ 1 WARNING-Verily 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 1e 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 8tr1 t 1 km is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI/Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Infomrallon 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 1. R46712740 16-DD5308 Al0 Common 8 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:19 2016 Page 1 I D:joO_Muensz20QYDmpDgxbjzehE4-I FwU J iVa?IZVj moRGk2Yg8bu PC42?J 5VM kgluezegzA I -1-4-0 l 6-3-6 l 12-0-0 l 17-8-10 24-0-0 l 25-4-0 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1:43.1 4x5= 4 Ell 6.00 12 2.3 \\ 11 12 2x3 // 3 5 G 2 6 dt : ra : IC : 7 Ie =� s a MI 354 = 10 3x4 = 3x4 = 3x4 = 3x4 = I 8-2-4 8- 5 15-9-12I 24-0-0 8-2-4 04-1 7-6-7 8-2-4 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.08 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.27 6-8 >700 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:101 lb FT=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=732(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. 6)A plate rating reduction of 20%has been applied for the green lumber members. ,D P R Ope 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. \c ' t4GI N . —6',,,c'� <tr ✓' �" 87022PE i r cv 4y ''$, OREGO 2, Qz a'OpBER �� , . �k9 �& H EXPIRES:06/30/2017 March 3,2016 6 8 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ABI-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,notl, 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' Aj1eB.14" 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 BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg • R46712741 16-DD5308 All GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:19 2016 Page 1 ID JoO_Muensz20QYDmpDgXbjzehE4-1FwUJ I Va?IZVj moRGk2Yg8bu iC3g?JyVMkgluezegzA -1-4-0 6-3-6I 12-0-0 I 17-8-10 I 24-0-0 l 25-4-0 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 1-4-0 CONN. OF GABLE STUDS BY TRUSS MANUFACTURER. Scale=1:44.6 4x5--.-- 4 4 6.00 12 2. \\ 31 32 • 2x3 // 3 5 2 6 6'41 J 4 8 =: 7 Id 3x4= 3x4 = 9 3x4= 3x4= 13 12 11 10 3x4= I 8-2-4 8-3.5 15-9-12 24-0-0 8-2-4 0--1 7-6-7 8-2-4 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.08 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.25 6-8 >746 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:145 lb FT=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 8-6-1 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)2,10,11,13,6 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;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;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)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 � �� Pfifiss non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. { 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .5P 04G .y) /0, 8)A plate rating reduction of 20%has been applied for the green lumber members. 1,4 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,11,13,6. 87022 PE ;,TC' ,,. U1 , 4V 7 T- 0OREGIN tt/ ' Q on SER \tSAHE EXPIRES:06/30/2017 March 3,2016 6 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.1010312015 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 1111, 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 MiTB�k' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the !KI R 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 • R46712742 16-DD5308 Al2 COMMON STRUCTURAL GA 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:20 2016 Page 1 ID:joO_Muensz20QYDmpDgXbjzehE4-m RUsX2VC12hM KwNdgRZnNM73WcPkkpHeaOPIQ5zegz9 -1-4-0I 6-3-6 I 12-0-0 I 17-8-10 l 24-0-0 125-4-0 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 1-4-0 Scale=1:47.4 4x5 I I 4 /1 6.00 12 1000, 2x3\� 12 13 2x3// 3 5 2 6 dI1 0 7 j7 3x4= 3x4 = 3x4 = 3x4 = 11 10 9 8 3x4= I 8-0-9 8Ir4 14-1-13 115-9-12 I 20-3-1 I 24-0-0 I 8-0-9 0-1-11 5-11-9 1-7-15 4-5-5 3-8-15 Plate Offsets(X,Y)-- 14:0-2-12,0-2-01 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.07 2-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.41 Vert(TL) -0.22 2-11 >430 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.01 10 n/a n/a 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 Qt=length)2=0-5-8,6=0-5-8,8=0-3-8. (Ib)- Max Horz 2=-62(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 2=-246(LC 26),11=-284(LC 26),6=-323(LC 27), 10=-266(LC 27) Max Gray All reactions 250 lb or less at joint(s)8 except 2=460(LC 25),11=782(LC 15),11=711(LC 1), 6=483(LC 24),10=705(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-689/624,3-4=-348/410,4-5=-277/287,5-6=-869/798 BOT CHORD 2-11=-597/643,10-11=-904/920,8-10=-716/754,6-8=-716/754 WEBS 3-11=-427/112,4-11=-607/517,4-10=-541/454,5-10=-413/116 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. 13y Os 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. c ' 6iNE" / 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i.,..,::3 ' , f.� ' �,s 6)A plate rating reduction of 20%has been applied for the green lumber members. -y 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 246 lb uplift at joint 2,284 lb uplift at 4` 870 2 PE ; r" joint 11,323 lb uplift at joint 6 and 266 lb uplift at joint 10. 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 -;r %f-=., // DOL=(1.60) Connect truss to resist drag loads along bottom chord from 8-0-9 to 20-3-1 for 159.7 plf. fy' 04 N>, OREG•N r4 �" A. Ne9N. EXPIRES:06/30/2017 March 3,2016 a 6 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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 �Y� ICk 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 R46712743 16-DD5308 A13 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:21 2016 Page 1 I D:joO_Muensz20QYDm p DgXbjzehE4-Ee2FkO Wq W MpDy4yp0940vZgJ UOpKTNgnp29ryXzegz8 -1-4-0 12-0-01 24-0-0 125-4-0 1-4-0 12-0-0 12-0-0 1-4-0 Scale=1:43.9 4x4 = 8 7 9 6.00 12 X7 776 11X1 1114X1111X11X1111•.X:1 1028 _ 5 1X1 11X111X11114X11111 v5 4 12 3 13 .II 2 0 ■ o ■ lg ! ■ E e . ` sl 14 15 Id d 3x4 = 26 25 24 23 22 21 20 19 18 17 16 3x4 = 5x5= I 24-0-0 24-0-0 Plate Offsets(X,Y)-- 12:0-2-0,Edgel,(9:0-0-0,0-0-0),(10:0-0-0,0-0-01,111:0-0-0,0-0-01,112:0-0-0,0-0-01,113:0-0-0,0-0-01,(14:0-2-0,Edgel,(17:0-2-8,0-3-01 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 0.19 Vert(LL) 0.00 15 n/r 120 MT20 220/195 (Roof Snaw=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) 0.00 14 n/r 90 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 21 n/a n/a BCLL 0.0 Code 1BC2012/TP12007Matrixo BCDL 10.0 1BC2012/TP12007 (Matrix) Weight:119 lb FT=0/o 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. 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 24-0-0. (Ib)- Max Horz 2=62(LC 9) Max Uplift All uplift 100 lb or less at joint(s)22,23,24,25,26,20,19,18,17,16 except 2=-468(LC 26), 14=-468(LC 27) Max Gray All reactions 250 lb or less at joint(s)21,22,23,24,25,26,20,19,18,17,16 except 2=556(LC 25),14=556(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1105/1089,3-4=-918/903,4-5=-736/721,5-6=-555/539,6-7=-373/358, 9-10=-373/357,10-11=-555/539,11-12=-736/721,12-13=-918/903,13-14=-1105/1089 BOT CHORD 2-26=-973/978,25-26=-811/816,24-25=-648/653,23-24=-486/491,22-23=-323/328, 19-20=-323/328,18-19=-486/490,17-18=-648/653,16-17=-811/815,14-16=-973/978 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)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. \\VP R()Fe. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 c' ‘AGI NES- tS'7 4)Unbalanced snow loads have been considered for this design. �\ ,.. fjt C�1." 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 4> non-concurrent with other live loads. fiC`; 87022 PE ,�1-- 6)All plates are 2x3 MT20 unless otherwise indicated. / 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'J, A4 10)A plate rating reduction of 20%has been applied for the green lumber members. 7 .-O,>, (RECO rt, 1.1" 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,23,24,25, ' - $`44. �\ $``� 26,20,19,18,17,16 except(jt=lb)2=468,14=468. 12)This truss has been designed for a total seismic drag load of 1950 lb with dead loads only.Lumber DOL=(1.60)Plate grip �� A He ��P DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-0-0 for 81.2 plf. EXPIRES:06/30/2017 March 3,2016 a s WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weis®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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` AiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Informalion 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 R46712744 16-DD5308 A14 COMMON 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:22 2016 Page 1 I D:joO_Muensz20QYD m pDgXbjzehE4-igbdykXS Hgx4a EWOxsbFS nD02P5oCgux2 iuP Uzzegz7 -1-4-0I 6-3-6 12-0-0 I 17-8-10 24-0-0 1-4-0 6-3-6 5-8-10 5-8-10 6-3-6 Scale=1:44.2 4x5 = 4 6.00 12 1 2x3\\ 0 11 2x3 // 3 5 •10 iir, \ / 2 6 JO I a 3x4 = 3x4 = 3x4= 3x4= 12 7 3x4 = I 8-2-4 I 12-0-0 I 15-9-12 1 24-0-0 I 8-2-4 3-9-12 3-9-12 8-2-4 Plate Offsets(X,Y)— 15:0-0-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell 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 7) 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. (Ib)-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=-374/326 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. fi� 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. c. G I( � t$j� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) C? i ' 6=124. Gtr -7 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) 870,,2 PE • Connect truss to resist drag loads along bottom chord from 14-6-0 to 24-0-0 for 68.4 plf. / '' 7 :+� OREGO PV. BER "0, P�� 00 EXPIRES:06/30/2017 March 3,2016 / g AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 11111, 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 Mfiek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the SVA i R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PI7 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 Job Truss Truss Type Qty Ply Westerman-Greenburg • R46712745 16-DD5308 B01 COMMON STRUCTURAL GA 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48 23 2016 Page 1 ID:joO_Muensz20QYDmpDgXbjzehE4-A09?94Y52z3xBO5CVZ6U?_IcNpTUxHt4GMey1Qzegz6 I -1-4-0 j 6-0-0 I 12-0-0 13-4-0 1-4-0 6-0-0 6-0-0 1-4-0 CONN. OF GABLE STUDS BY TRUSS MANUFACTURER. Scale=1:23.5 454 = 3 6.00 12 19 20 2 4 a ° Idb 1 ♦ 5 6 3x4 = 2x3 I I 3x4= 1 6-0-0 I 12-0-0 I 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d 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 lncr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007Matrix0% BCDL 10.0 ( ) Weight:54 lb FT= 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(Ib)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=6.0psf;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 PRO F�cS' non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. C o AGO NE€ C41 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '(,. , 8)A plate rating reduction of 20%has been applied for the green lumber members. L14 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4 ' 87022 P' 9t,,. 2=140,4=140. f r ! , d .'! CV g.7 :fig OR 'GON �' ,,Iii A. HE.?' EXPIRES:06/30/2017 March 3,2016 e A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 net,.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualfly 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. Citrus Suite 1Hei09 ghts,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712746 16-DD5308 B02 Common 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:23 2016 Page 1 ID:joO_Muensz20QYDmpDgxbjzehE4-A09?94Y52z3xB05CVZ6U?_IcNpTUxHt4GMey1Qzegz6 -1-4-0 6-0-0 I 12-0-0 13-4-0 1-4-0 6-0-0 I 60-0 I 1-4-0 Scale=1:23.5 4x4= 3 6.00 12 7 8 d 2 4 iii 1 / 5 6 F 3x4= 2x3 I 3x4= I 6-0-0 6-0-0 I 12-0-0 I 6-0-0 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.03 4-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.08 4-6 >999 180 BCLL 0.0 Rep Stress!nor YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (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. (Ib/size) 2=585/0-5-8,4=585/0-5-8 Max Horz 2=-34(LC 8) 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=6.0psf;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)2,4. ,.0 P R OPE c;: GIN ,. S/0 ` ' 87022PE tj'1 0, OREG•N rto 4'�4 C' l$ER \ \ S A. H��'` � EXPIRES:06/30/2017 March 3,2016 6 8 .-- A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTekt 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 BVB Aeiee AjT is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quallly Criteria,DSB-89 and BCS/Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712747 16-DD5308 CO1 COMMON SUPPORTED GAB 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:24 2016 Page 1 ID:joO_Muensz20QYDmpDgXbjzehE4 eDjNMQYjpHBopYgO3HdJXCIpoDthglGEVONWZszegz5 I -1-4-0 -4 0 6-6-0 I 13-0-0 I 14-4-0 I 6-0 6-6-0 1-4-0 Scale=1:30.3 4x4 = 7 2x3 I I 2x3 I I 6 8 6.00 12 2x3 11 gl* 2x3 11 5 2x3 IIr ` 2x3 II 4 10 2x3 II r. 2x3 II v 2x4 I I 3 11 2x4 11 2 v V 12 el IN 13 . ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 24 23 22 21 20 19 18 17 16 15 14 2x3 112x3 I I 2x3 I I 2x3 I I 2x3 I I 2x3 I I 2x3 I I 2x3 I I 2x3 I I 2x3 I I 2x3 I I I 13-0-0 I 13-0-0 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 13 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 13 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 14 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:75 lb FT=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 9) 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;Vult=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)TOLL: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. 6)Gable requires continuous bottom chord bearing. � O P R of S 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Co' c3 NE -V 8)Gable studs spaced at 1-4-0 oc. c. - t�1`1 t 19 -Vo 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LrJ 10)A plate rating reduction of 20%has been applied for the green lumber members. 4t 8 t 2 PE moi✓" 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,14,20,21, f/ X 22,23,18,17,16,15. LP Cv p 'oj, OREGO rpm Q{t L 0 `IBER 1' 4. HE ' EXPIRES:06130/2017 March 3,2016 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 Niel(' k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6V8 1 li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7911 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 cams Heights,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712748 16-DD5308 JA01 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:25 2016 Page 1 ID:joO_Muensz20QYDmpDgXbjzehE4-7PHIamZLabJfRhFad_9y4PgzNd7GPB1 Nkg7351zegz4 -1-4-0 1-10-3I 6-4-8 1-4-0 1-10-3 4-8-5 I Scale=1:14.4 3 ,, 6.00 12 5 g, 2 Ia 8 7 8 4 1 ♦ 3x4= 1 1-9-7 1-10�3 6-4-8 1-9-7 0-d-12 4-6-5 TCLL LOADING (ps>25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-4 >402 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:14 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. (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=339(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=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. 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 Fy R 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 s .0 Ore s others. ,I5 �G)tvfi /Q 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOADCASE(S) Standard COQ 87022PE S't,,. 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 / Uniform Loads(plf) Vert:1-3=-64,2-4=-20 -' .r # cv Concentrated Loads(Ib) ✓� r Vert:8=-6(B) .„5:c.,:‘0,:‘,44,. 'd), OREGO . 2 jlfi 'S� , BER \u `S A. NE¢ , EXPIRES:06/30/2017 March 3,2016 0. B A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. in 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 Niel(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the BVB fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify CrBeda,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 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712749 16-DD5308 JA02 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:25 2016 Page 1 ID:joO_Muensz20QYDmpDgXbjzehE4-7PHIamZLabJfRhFad_9y4PgzNd7JPB1 Nkg7351zegz4 -1-4-0 { 3-10-3 6-4-8 I 1-4-0 3-10-3 2-6-5 Scale=1:14.7 3 6.00 12 5 c< ri 2 Id ,/ 4 3x4= 3-9-7 3-Q 3 6-4-8 I 3-9-7 0-t�`12 2-6-5 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-4 >406 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:17 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. (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.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. � p PRQ,p Ca�c,„< GINE /„.0 Gtr -jz rr 8702P .„„ -7 "0,), OREGO 2° <t// $' gpg or, � EXPIRES:06/30/2017 March 3,2016 6 6 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not ie 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/17I1 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 R46712750 16-DD5308 JA03 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:25 2016 Page 1 ID:jo0_Muensz20QYDmpDgXbjzehE4-7PHIamZLabJfRhFad_9y4PgvEd7JPB1 Nkg7351zegz4 -1-4-0 I 5-10-3 6-4-8 1-4-0 5-10-3 0-6-5 Scale=1:19.8 3 6.00 12 5 rV 03 t5 2 A Id 3x4 = 4 5-10-3 6-4-8 5-10-3 0-6-5 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 0.52 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 Incr 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 9 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=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)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. c0 P R QP- *7 `�tS' 870 2P OREGO Vic' ltr SER C)59 A, Hes), EXPIRES:06/30/2017 March 3,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with M7ek0 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 MOT�k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �1r9 ( li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI)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 R46712751 16-DD5308 JA04 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:26 2016 Page 1 ID:joO_Muensz20QYDmpDgxbjzehE4-bbr8r16azLuRV2rgnAigBcdN201 SY8eH WzKscekzegz3 -1-4-0 6-4-8 7-10-3 1-4-0 6-4-8 1-5-11 Scale=1:24.8 4 ►, 3 6.00 6 N o 4 4 CS 2 I1 1 �� 3x4= 5 6-4-8 I 6-4-8 LOADING (psf) 25 O SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.07 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-5 >406 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a 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 Horz 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.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 ll;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. c PR 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. \'' /0 870 2PE y - OREGO 2� 54/N 0' SEP � C?S Her' EXPIRES:06/30/2017 March 3,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEE 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 BYB B/1'4�Ia is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the B R 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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Suite 109 Heights,CA 95610 • • Job Truss Truss Type Qty Ply Westerman-Greenburg R46712752 16-DD5308 JA05 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:26 2016 Page 1 ID:joO_Muensz20QYDmpDgxbjzehE4-bbr8n6azLuRV2rgnAigBcdN3f1 SY8eHWzKscekzegz3 -1-4-0 6-4-81 9-10-3 1-4-0 6-4-8 3-5-11 Scale=1:29.8 4 6.0012 3 6 :l <5 i1 co N 2 I 1 // M 3x4 = 5 I 6-4-8 6-4-8 TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.07 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-5 >406 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:26 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 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. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. is PR OF -6s `t' 87022PE -V r" / . ., r 5. fi' REGO� c / O ";74,. ER \ S A. HE- EXPIRES:06/30/2017 March 3,2016 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 MI« a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the 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' MET is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the iYl i R 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 R46712753 16-DD5308 JA06 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:27 2016 Page 1 I D.joO_Muensz2OQYDmpDgXbjzehE4-3oP W?Rbb6CZMg7PzkPBQ9gwBlQont5XgB_cAABzegz2 -1-4-0I 6-4-8 � 11-10-3 1-4-0 6-4-8 5-5-11 Scale=1:34.9 4 II I6 6.00 12 6 3 m 7i o_ 6 Jr 2 d1 ;i 1 MI ►_• 3x4 = 5 I 6-4-8 I 6-4-8 TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.07 2-5 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.18 2-5 >406 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:29 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 Holz 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 1),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;VuIt=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 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=lb) 3=121. _,D � Ores 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. C��'� �I NE-� �S/ 4 ? pr 87022P �<` '`° r tv 7 '43)$..,,,.. )O R' GON rt:' 44/ S A. NER�P EXPIRES:06/30/2017 March 3,2016 0 6 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. MOM 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 MIT k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the BVi IS fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7911 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. suite 109 Citrus Heights,CA 95610 I Job Truss Truss Type Qty Ply Westerman-Greenburg R46712754 16-DD5308 JAS01 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:27 2016 Page 1 I D:joO_M uensz20QYDmpDgxbjzehE4-3oP W?Rbb6CZMg?PzkP BQ 9gwJ m Qu Nt5XgB_cAABzegz2 -1-4-0 1-10-3 1111J4 1-4-0 1-10-3 0-1-1 Scale=1:10.0 3 5 A 6.00 12 N 2 11111...111 i''!' 4 1 .W IMAT 3x4 =- I I 1-10-3 1-111/4 1-10-3 0-1-1 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP 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 BCLDL 0.0 7.0 Rep Stress InaYES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc puriins. 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. � ` ° PRape tSS c;., �✓�c I N 6) /0 4t 87022PE i 1.-- / / 7 '$, OREGi•N 12 AO O 41BER 1' ,,,i LI 041 * A He EXPIRES:06/30/2017 1 March 3,2016 a Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 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,not1111., a truss system.Before use,the building designer must verity 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 BVB\AET ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the K. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Informallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Suite 109 Heights,CA 95610 Job Truss Truss Type Qty Ply Westerman-Greenburg R46712755 16-DD5308 JAS02 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:28 2016 Page 1 ID:joO_Muensz20QYDmpDgXbjzehE4-X_zuCnbDtWhDl9— 917ifh2SUWgEccYnpQdLjidzegz1 -1-4-0 l 1-11-4 l 3-10-3 1-4-0 1-11-4 1-10-15 Scale=1:15.1 3 ht,.- i 6.00 12 5 N N co N O dl 2 1 1 _� ►� 3x4= 4 l 1-11-4 l 1-11-4 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=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. (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 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)3,2. ,,i PRpfi ��moo'�'��,9s'O kr � 'x 8 i 2PE f f" pv cn La A, NEC' EXPIRES:06/30/2017 March 3,2016 a t A 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 141 11. 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 tYi B �k iT " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the !S fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rP11 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • Job Truss Truss Type Qty Ply Westerman-Greenburg t R46712756 16-DD5308 JAS03 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:28 2016 Page 1 ID:joO_Muensz2OQYDmpDgXbjzehE4-X_zuCnbDt WhDl9_917ifh2SOdgEccYnpQdLj idzegz1 -1-4-0 1-11-4 5-10-3 1-4-0 1-11-4 3-10-15 Scale=1:20.3 3 M Id 6.00 ,2 5 N co (4 d1 2 1 INA 3x4 = 4 1-11-4 1-11-4 LOADING (psf) 250 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:14 Ib FT=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.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. O P R p fid.' IN z‹. 'L cc 8 i, '2PE �r cV ^<j REGO cP 4, SER \ OS A. H EXPIRES:06/30/2017 March 3,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 Mire is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the B IC fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify 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 4 Job Truss Truss Type Qty Ply Westerman-Greenburg 4. R46712757 16-DD5308 JASO4 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.000 s Jan 5 2016 MiTek Industries,Inc. Thu Mar 03 08:48:29 2016 Page 1 ID:joO_Muensz2OQYDmpDgxbjzehE4-?AXGQ7crepp4vJZMsgDuEF?ZvEarL?1 zfH5GE3zegz0 1-11-4 5-10-3 1-11-4 3-10-15 Scale=1:19.5 ►l Id 6.00 i- 4 N N Ch O O' d, N 1 di rl IXAMEMINIA 01114,...41111 3x4= 3 I 1-11-4 I 1-11-4 TOL DING (psf) O SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=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;VuIt=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 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. c,a PROF: r �0j� GIN �� `z` 870 2PE r' ^0j, OREGO 12,' ,„.„4" `. O 'ttBER S A. NESP. EXPIRES:06/30/2017 March 3,2016 t t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 IMIll. 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3j" Center plate on joint unless x,y fD y 4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury MEDimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0.1/1�, 4 2. Truss awide truss spacing,bracingmustbe individualdesigned lateralby bracesnengineer.themselvesFor p may require bracing,or alternative Tor I Milrignit O .. p bracing should be considered. �_� O A i =O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. For 4 x 2 orientation,locate ~ C7-8 C6-I C5-6 O 4. Provide copies of this truss design to the building plates 0- 44' from outside BOTTOM CHORDS adll property owner and edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR-2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �! Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 1."-• 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ©2012 MiTek�All Rights Reserved approval of an engineer. 17.Install and load vertically unless indicated otherwise. reaction section indicates joint ® ( number .where bearings occur. ` Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. NI is not sufficient. m lire BCSI: Building Component Safety Information, ke 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. p Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015