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Plans (66) Accepted by EOR / 76-06-00 Julie Havelka for DL(17psf), . . . 4-06-00 9 , 5-09-00 4-00-00/ 19-06-00 4-00-00 7-03-00 9 o / A , 7-03-00 ,4-00-00 , 12-00-00 SL(25psf)and wind / 9 . . drag loads C•1 N N 2016-04-13 _...... is. is. 0 \ , lit B°1 . ( 1 , I Cr . , . 1 , . ! • [;, 1,AmEngirammEmrs 2-00-00 gB02 ErL,'',A4e, ' .11 ...1• ,' , , , : - • g - B03 1 /' AilkJil ,.: fr7, B05 _ JO _ SNP3 $' BOB MUS26 ... o m m co i• F43 AO'3 ,,TA08(2 A09(4, .‘; ::(- A02(3) Al2(2) 7L-Al2(2 A02(3) B07 HUS28 a TJC57 J05 m .."- B08 .41— I J06 J07 6. / t UPI ' ----- P. 4400ff drag lo‘r-efr(-(-tfrfroi- H3US25 skewed at 46 11131f1..4 SP3 J07 E•7 o JIX 7 ,gr ,c.. . ,B0 elf drag laad,tyd 8 IA 1 Jo, . 9 4i Tii . J112 $52 ' . ' — kt o o ..- -a .5 Jcto Jo7 v 0 oz •• 1 0 0 -J - 13-00,0 z 6- O' ‘-• JIXA7 ...1107 MUS26 rJ) Jti 5 11 a) , o) L. E ;, Ar§JUS24 '1:-. 7 2 A -1' 1 . ,,,, --- 37054.:g load 6-1-_)'- .0 r0 C 0 CO CD 1 N a . -F 114 SPI 51,1 . • 0 CO:0' Jite4 THC 428-2 - 7 -P...i 1 .0 CD 0 JCE3 g -- -- , E IL o Toe nail 0 L.9 .2 Ji-2 4 M 26 p MUS2 HIJ526 _U•28 CD c JerlitAgi 2-00-00 111.m11i11=•Im,•moi,m.0..1..—N. W1 IIIMA/AIP. L..-..9A._1 -- 7,--- 2-00-00 :it1-0-00 tI-0T).zaErccooi 1t2'caE20)7 K.1 — o5.-$aa•2 7))• c:=c0c0iO Z.5 1- <CO n o o o a 9 1 8-06-00 9 9 6-00-00 9 14-06-00 9 6-06-00 /9 96-06-00, 8-00-00 / /9 / 11-06-00 2 o/ / .„ / o o r.. . N Stick fram :.§ frame,pp. 4 24 1 / 76-06-00 t,u,rdi,-,' \'' t .-:`-',' L- L'2"62ra :1 6 Ln_Lz , ...t MN MINI a �T MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 16-DD5311 Westerman-Greenburg The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses,Inc. Pages or sheets covered by this seal: K1887559 thru K1887618 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. 4D PROS 89782PE OREGON 4/6f 9,�°*`` ' 7.4? AIRY AAUl ca`l`l *,' - /2016 April 11,2016 Rivera,Mark 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. 5 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887559 16-DD5311 A01 MOD.QUEEN 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:07:58 2016 Page 1 I D:ozXa38A0LIASg6sC Lm i n3Tzd?FO-6G Bi Io5rzJZRJ i DXS R3?C I9G DnOzdSQ?iS900jzRkI F o-Q 7-1-2 1 13-7-1 1 20-0-0 1 26-4-15 I 32-10-14 1 39-10-8 1-0-0 7-1-2 6-5-15 6-4-15 6-4-15 6-5-15 6-11-10 5x5 = Scale=1:80.5 7.00 12 6 ii 12x12 —16 17 3x4 -� 5 7 3x6 i ' �` x6 2x3\� 4 / 8\)poppo, 2x3/i 3 9 2 r� 10 1 �i 11 o 4x5 = 15 14 13 12 11 4x5= 4x8 II 3x6 \\ 3x4\\ 8x8 = 4x4 = 17-9-4 I 10-11-10 1 15-8-4 117-6-811 20-0-0 I 29-0-6 z9-Q-8 39-10-8 10-11-10 4-8-10 1-10-4 2-2-12 9-0£ 04-2 10-10-0 0-2-12 Plate Offsets(X,Y)-- 15:0-4-8,0-1-01,112:0-4-0,0-4-81,[14:0-4-4,0-0-12],[15:0-4-8,0-2-01 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 0.77 Vert(LL) -0.34 2-15 >631 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 1.00 Vert(TL) -0.87 2-15 >244 180 TCDL 7.0 BCLL 0.0 Rep Stress Inc: NO WB 0.76 Horz(TL) 0.03 13 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-S Weight:497 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins. BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G WEBS 1 Row at midpt 5-13 REACTIONS. All bearings 0-5-8 except(jt=length)11=0-3-8,10=Mechanical. (Ib)- Max Horz 2=217(LC 7) Max Uplift All uplift 100 lb or less at joint(s)11 except 2=-119(LC 10),10=-152(LC 15),13=-316(LC 10) Max Gray All reactions 250 lb or less at joint(s)10 except 2=3066(LC 15),11=1486(LC 16),13=6189(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3426/140,3-5=-3120/144,5-6=-61/511,6-7=-30/473,7-9=-30/906,9-10=-40/663 BOT CHORD 2-15=-165/2912,14-15=-42/1556,13-14=-52/2200,11-12=-467/131,10-11=-519/53 WEBS 3-15=-461/147,5-15=-123/3428,5-12=-329/72,6-12=-772/37,7-12=-4/259, 7-11=-943/77,9-11=-419/153,5-14=-117/2380,5-13=-4673/255 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=12Omph(3 second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;Cat.II;Exp B;enclosed; 4\ s) P R" tt's' MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �C-. N.,‘GI NE`ok- /0 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 c::;\., 5)Unbalanced snow loads have been considered for this design. '-c 6)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ' 89 782 P E c-- non-concurrent with other live loads. / w.. , „ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent �rJ with any other live loads. , 8)A plate rating reduction of 20%has been applied for the green lumber members. • i 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) ,,g I OREGON c",. , 2=119,10=152,13=316. -....71,4014, �* ar1, 71 11) Girder carries tie-in span(s):13-0-0 from 0-0-0 to 15-8-4 ~fi d, AI 'P Y '1 b+ Q`, 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3600 lb down and 177 lb up at 4 1—A U L " 15-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard EXPIRES: 12/31/2016 April 11,2016 4 Cnntim(ad nn nano 9 9 9119,9919 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 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 IAMBI(' 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/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887559 16-DD5311 A01 MOD.QUEEN 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:07:58 2016 Page 2 I D:ozXa38AOLIASg6sCLmin3Tzd?FO-6GBilo5rzJZRJiDXSR3?CI9GDnOzd8Q?iS900jzRkIF LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-14=-251(F=-231),10-14=-20,1-6=-64,6-10=-64 Concentrated Loads(Ib) Vert:14=-3600(F) a a WARNING-Verify 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 Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �k MiT " is always required for stability and to prevent collapse with possible personal injury and property damage.for general guidance regarding the BV! B FC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality CrHeda,D5B-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887560 16-DD5311 A02 ROOF SPECIAL 6 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:07:59 2016 Page 1 I D:ozXa38AOLIASg6sC Lm in3Tzd?FOaS 14V86Tkch Ixsnk08bE I V i RVBOvMZa8x5uaY9zRkIE 7-1-2I 13-5-15 I 20-0-0 I 26-6-1 32-10-14 I 39-10-8 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 6-11-10 5x5 = Scale=1:77.4 5 3x4 G 14 15 3x4 4 3x6 i 3x6 �� `? 7.00 12 3 /4'''''N'444'44\4444'404.44,14401<s7 N3x4 a' ,. \ 3/i2 rl 1 9 II 9 Ln 3x5= 13 12 10 `: o 3x4 // 3x4 = 11 3x5 5x8 = 3x4 = 4-0-0 4--�12 10-11-10 29-0-6 39-10-8 4-0-0 0--12 6-8-14 18-0-11 10-10-2 Plate Offsets(X,Y)-- 19:0-1-1,0-1-81,111:0-4-0,0-3-01 LTCLL OADING (psf)5 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 0.80 Vert(LL) -0.27 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -0.90 9-10 >475 180 BCLL 0.0 Rep Stress lncr YES WB 0.89 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:202 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Std G 6-0-0 oc bracing:1-13. WEBS 1 Row at midpt 4-12,4-11,6-11 REACTIONS. (lb/size) 9=1474/0-4-0,13=1861/0-5-8 Max Horz 13=-211(LC 6) Max Uplift 9=-25(LC 11),13=-25(LC 10) Max Gray 9=1481(LC 15),13=1861(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-44/482,2-4=-1495/61,4-5=-1399/112,5-6=-1407/100,6-8=-2116/74, 8-9=-2398/79 BOT CHORD 1-13=-315/74,12-13=-79/911,11-12=-4/1257,10-11=0/1588,9-10=-2/1985 WEBS 2-12=0/482,5-11=-15/878,4-11=-325/126,6-11=-798/130,6-10=0/521,8-10=-374/139, 2-13=-2048/83 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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. ��C O P R o ' , 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)9,13. 00 GINE O ,....,.,f, <.,� , Tir to F OREGON "--• EXPIRES: 12/31/2016 April 11,2016 8 8 -1— A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated a 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 IYI 8 Ka fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Westerman-Greenburg 4 K1887561 16-DD5311 A07 MOD.QUEEN 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:07:59 2016 Page 1 ID ozXa38A0LIASg6sCLm in3Tzd?FO-aS14V86Tkchlxsnk08bEIViUjBRCMgt8x5uaY9zRkIE 0-9 7-1-2 13-5-15 I 20-0-0 I 26-6-1 l 32-10-14 I 39-10-8 -0-0 7-1-2 6-4-13 6-6-1 6-6-1 8-4-13 6-11-10 5x5 = Scale=1:80.5 7.00 12 6 ri 4x8\\ 21 22 3x4 3x6 i 5 7 3x6 2x3 O 4 2x3// 3 9 / . 1 `n12 14 Lon 13 12 11 3x4 = 2x3 \\ 5x8 = 3x4= 3x5 = 3x6 = 20-0-0 I 10-11-10 I 17-6-8 17 29-0-6 29-f-8 39-10-8 10-11-10 6-6-14 0-712 I 9-0-6 0-0.i 10-10-0 I 2-2-12 Plate Offsets(X,Y)— 12:0-2-2,0-1-81,15:0-2-8,0-0-121,110:0-1-10,0-1-81,[12:0-4-0,0-3-01 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.19 14-17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.68 Vert(TL) -0.59 11-20 >222 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-AS Weight:209 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 6-12,7-11,5-13 REACTIONS. All bearings 0-5-8 except(jt=length)11=0-3-8. (Ib)- Max Horz 2=217(LC 7) Max Uplift All uplift 100 lb or less at joint(s)2,11,10,13 Max Gray All reactions 250 lb or less at joint(s)except 2=901(LC 15),11=1212(LC 16),10=423(LC 16), 13=1062(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1070/36,3-5=-778/47,5-6=-307/118,6-7=-379/103,7-9=-31/254,9-10=-312/47 BOT CHORD 2-14=-69/835,13-14=-33/470 WEBS 3-14=-369/133,5-14=0/470,5-12=0/423,6-12=-305/35,7-11=447/68,9-11=-410/138, 5-13=-1149/94 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ,,o PR Q r- S non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. Co 6)A plate rating reduction of 20%has been applied for the green lumber members. c.:;,:, 'S O I 151 /""„" 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,11,10,13. . <tr 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 16"gypsum '� 9782 P E T' sheetrock be applied directly to the bottom chord. Tr -7 OREGON N, 4er EXPIRES: 12/31/2016 April 11,2016 i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.1W0312015 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 �n 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' /iT�ka is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ( li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg L K1887562 16-DD5311 A07-DFT GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:01 2016 Page 1 I D:ozXa38A0 LIASg6sC Lm in3Tzd?FO-Xgsrwg7j GEx0AAx67Zdigwngk?ApgfC ROP Nhd2zRkIC I 20-0-0 I 39-10-8 20-0-0 19-10-8 5x5 = Scale=1 78.6 12 r3 11 113 10 43 g 15 44 3x6 i 16 ii 700 Ad111IUJJ11!IIIIb ;3r; O 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x8 3x8 M18SHS= 5x5 = I 39-10-8 39-10-8 Plate Offsets(X,Y)-- 11:0-5-2,0-1-81,f6:0-2-3,Edge1.118:0-2-3,Edgel,123:Edge,0-2-21,133:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) n/a - n/a 999 M18SHS 220/195 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.05 33 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:271 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-3-11 oc bracing. OTHERS 2X4 DF Std G WEBS 1 Row at midpt 12-33,11-34,10-35,9-36,13-32,14-31, WEDGE 15-30 Right:2x4 SP No.3 REACTIONS. All bearings 39-10-8. (Ib)- Max Horz 1=-211(LC 6) Max Uplift All uplift 100 lb or less at joint(s)34,35,36,37,38,39,40,41,42, 32,31,30,29,28,27,26,25 except 1=-2176(LC 25),23=-2314(LC 26), 24=-139(LC 25) Max Gray All reactions 250 lb or less at joint(s)33,36,37,38,39,40,41,42, 30,29,28,27,26,25 except 1=2222(LC 24),23=2357(LC 23),34=262(LC 14), 35=253(LC 14),32=262(LC 15),31=254(LC 15),24=257(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4265/4253,2-3=-3822/3762,3-4=-3396/3378,4-5=-2973/2955,5-7=-2549/2531, 7-8=-2125/2107,8-9=-1701/1683,9-10=-1277/1259,10-11=-853/835,11-12=-430/412, 12-13=-441/423,13-14=-865/847,14-15=-1289/1271,15-16=-1713/1695, 16-17=-2137/2119,17-19=-2561/2542,19-20=-2985/2966,20-21=-3408/3389, 21-22=-3835/3775,22-23=-4329/4313 BOT CHORD 1-42=-3647/3660,41-42=-3288/3294,40-41=-2922/2928,39-40=-2556/2562, 38-39=-2190/2196,37-38=-1823/1829,36-37=-1457/1463,35-36=-1091/1097, (�Q. � {�� 34-35=725/731,33-34=-359/365,32-33=-369/375,31-32=-735/741,30-31=-1101/1107, /cc;sG)N - k/ 29-30=-1467/1473,28-29=-1834/1840,27-28=-2200/2206,26-27=-2566/2572, . �( , 25-26=-2932/2938,24-25=-3298/3304,23-24=-3641/3647 p.,r ; NOTES- - 89782PE �� 1)Wind:ASCE 7-10;Vult=12omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 ti,, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 'Q OREGON � 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 j ' (e, . +7, Qs 4)Unbalanced snow loads have been considered for this design. 6 AY 1 5)All plates are MT20 plates unless otherwise indicated. .T`t �j t1NI 6)All plates are 2x3 MT20 unless otherwise indicated. 4 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. EXPI RES, 12/31/2016 10)A plate rating reduction of 20%has been applied for the green lumber members. April 11,2016 E r�nntim Intl nn nave 2 b .1111 aWARNING-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 �e 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' iT ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the OC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Qualty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg k K1887562 16-DD5311 A07-OFT GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:01 2016 Page 2 I D:ozXa38A0LIASg6sC Lm in3Tzd?FO-Xgsrwg7j GEx0AAx67Zdigwngk?ApgfC ROP Nhd2zRkIC NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)34,35,36,37,38,39,40,41,42,32,31,30,29,28,27, 26,25 except(jt=lb)1=2176,23=2314,24=139. 12)This truss has been designed for a total seismic drag load of 7300 lb with dead loads only.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 39-10-8 for 183.1 plf. 0 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 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 IVBiTe,Imo` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the FYB 1 OC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887563 16-DD5311 A08 Roof Special 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:02 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-?1 QD8A8L1X4toKWJhG8xN8Kz4PQdZ?2bd37E9UzRklB -1-0-97-1-2 I 13-5-15 I 20-0-0 26-6-1 I 32-10-14 39-10-8 1-0- 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 6-11-10 5x5= Scale=1:74.2 7.00 12 6 3x8\\ 1 16 3x4 5 7 3x6<-• 3x6 2x3,..; 4.'.17' '+8 2x3 // g 2 10 0 411 a [7 fib 3x5 . 14 13 12 11 3x5 _ 3x4= 2x3 II 5x8= 3x4= 10-11-10I 13-8-4 20-0-0 I 29-0-6 39-10-8 10-11-10 2-8-10 6-3-12 9-0-6 10-10-2 Plate Offsets(X,Y)— 12:0-2-8,0-1-81,15:0-2-8,0-0-81,[12:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.27 2-14 >607 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -0.84 2-14 >191 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:207 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-10 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 WEBS 1 Row at midpt 6-12,7-12,5-13 REACTIONS. (lb/size) 10=1001/0-4-0,2=470/0-5-8,13=1923/0-5-8 Max Horz 2=218(LC 7) Max Uplift 10=-30(LC 11),2=-9(LC 10),13=-40(LC 10) Max Gray 10=1068(LC 16),2=537(LC 15),13=1923(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-430/60,5-6=-498/124,6-7=-598/108,7-9=-1326/84,9-10=-1612/88 BOT CHORD 2-14=-139/306,13-14=-294/140,12-13=-363/139,11-12=0/900,10-11=-10/1315 WEBS 3-14=-415/136,5-14=0/527,5-12=0/1070,7-12=-824/128,7-11=0/543,9-11=-395/139, 5-13=-1896/54 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. P R(p 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `k F 6)A plate rating reduction of 20%has been applied for the green lumber members. )jy 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,2,13. c.:47., • ,,„ 's r, ,cc- 89782PE - 5 OREGON C"., Itz- EXPIRES; 12.31/2016 April 11,2016 e a 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 MI. 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 4 K1887564 16-DD5311 A09 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:03 2016 Page 1 I D:ozXa38A0LIASg6sC Lm in3Tzd?FO-TD_bLV9zorCkP U5V F_fAvLs9yooG I Utksj snhwzRklA 0-Q 7-1-2 13-5-15 I 20-0-0 I 26-6-1 32-10-14 I 39-10-8 -0.0 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 6-11-10 5x5 = Scale=1 79.1 7.00 I 12 6 3x8\\00000.0000."".".t. \ 22 23 3x4\� 3x6 5 7 1\ 3x6 f? 4 g q 2x3 <-:i ` / 2x3 // g c>12 _ vT - e 1(3,,,u 3 s 15 14 13 1211 3x6 = 3x4= 2x3 I I 5x8 = 3x4 = 3x5= OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER I 10-11-10 113-8 3 I 20-0-0 28-6-0 29,0j6 39-10-8 10-11-10 2-8-10 6-3-12 8-6-0 0-6-6 10-10-2 Plate Offsets(X,Y)-- 12:0-2-2,0-1-8),15:0-2-12,0-0-8),110:0-1-6,0-1-8),113:0-4-0,0-3-01 TCLL LOADING (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 0.58 Vert(LL) -0.22 11-18 >643 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.71 11-18 >195 180 BCLL 0.0 Rep Stress!nor YES WB 0.42 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-AS Weight:207 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 6-13,7-13,5-14 REACTIONS. All bearings 0-5-8 except(jt=length)10=0-4-0,12=0-3-8. (Ib)- Max Horz 2=217(LC 7) Max Uplift All uplift 100 lb or less at joint(s)10,14,12 Max Gray All reactions 250 lb or less at joint(s)except 10=872(LC 16),2=619(LC 15),14=1597(LC 1), 12=451(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-516/46,5-6=-472/116,6-7=-548/101,7-9=-877/61,9-10=-1177/66 BOT CHORD 2-15=-115/365,12-13=0/659,11-12=0/659,10-11=0/938 WEBS 3-15=-379/136,5-15=0/450,5-13=0/757,7-13=-524/119,7-11=0/270,9-11=-405/138, 5-14=-1532/71 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs o P R Op�S non-concurrent with other live loads. t' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p� (�, 6)A plate rating reduction of 20%has been applied for the green lumber members. \ )ry� 07 �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,14,12. <t 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''4"gypsum 89782 P E sheetrock be applied directly to the bottom chord. 17 OREGON c) 1$tt' PAUL. til:4 EXPIRES: 12/31/2016 April 11,2016 A g I 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 M7ek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not b 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 EVLl IBr 1 k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the F 8 li fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPi1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg s K1887565 16-DD5311 A10 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:03 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-TD_bLV9zorCkPUSVF_fAvLsBFolKIT2ksjsnhwzRklA I 7-1-2 13-5-15 I 20-0-0 I 26-6-1 32-10-14 39-10-8 I 7-1-2 6-4-13 6-6-1 6-8-1 6-4-13 6-11-10 5x5 = Scale=1:78.6 6 3x8 \\ 16 17 3x4 5 7 3x6 i 3x6 f° 7.00 12 4 / 8 N 2x3\ � 2x3 // 3 9 SI \ 2x3 II 1 2 10 o a [: -' Ian 15 14 13 12 11 3x5= o 3x5 = 3x4 = 2x3 II 3x4= 5x8 = 2x3 II 1-4-10 1I.0-)I 10-11-10 I 13-8-4 I 20-0-0 29-0-6 39-10-8 0-1 9-7-0 2-e-10 6-3-12 9-0-6 10-10-2 0-3-14 Plate Offsets(X,Y)-- [5:0-2-12,0-0-81,[12:04-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.27 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.87 10-11 >362 180 TCDL 7.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:207 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 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 WEBS 1 Row at midpt 6-12,7-12,5-13 REACTIONS. (lb/size) 10=1042/Mechanical,15=515/0-7-12,13=1787/0-5-8 Max Horz 15=-211(LC 6) Max Uplift 10=-16(LC 11),13=-47(LC 10) Max Gray 10=1116(LC 15),15=560(LC 14),13=1787(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-341/0,2-3=443/14,5-6=-562/95,6-7=-686/79,7-9=-1424/55,9-10=-1715/60 BOT CHORD 1-15=0/305,14-15=-137/388,12-13=-269/196,11-12=0/979,10-11=0/1408 WEBS 3-14=-359/131,5-14=0/421,5-12=-7/933,6-12=-80/280,7-12=-822/128,7-11=0/552, 9-11=-407/141,2-15=-319/162,5-13=-1723/69 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)A plate rating reduction of 20%has been applied for the green lumber members. � � to Fy O � 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)10,13. co G I N4-- /o � 5 752PE 44 �f f.. , .._ OREGON �" EXPIRES: 12/31/2016 April 11,2016 __ I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev-10/03/2015 BEFORE USE. Bill 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 Mire1C is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the (N6 B 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887566 16-DD5311 All Roof Special 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:04 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-xPYzZrAbY9Kbl dghohAPSZPGRC4g1 xxt5NcLDMzRkl9 7-1-2 I 13-5-15 20-0-0 I 26-6-1 32-10-14 39-10-8 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 6-11-10 5x5 = Scale=1:77.4 5 7.00 12 3x4 i 14 15 3x4 4 6 3x6 G 3x6 `? 7 N 3x4 -, 2x3/./ 3 2 r, A/1 9 ii n .. hn 3x5= 13 12 10 11 3x5 3x4 // 3x4 = 3x4 = 5x8 = 12-11-4 3-312 10-11-10 I 20-0-0 I 29-0-6 39-10-8 I 2-11-4 0-3-14 7-8-8 9-0-6 9-0-6 10-10-2 Plate Offsets(X,Y)-- f1:0-2-8,0-1-51.19:0-1-1,0-1-81,111:0-4-0,0-3-01 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 0.86 Vert(LL) -0.29 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.92 Vert(TL) -0.94 9-10 >466 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:203 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2X4 DF Std G WEBS 1 Row at midpt 4-12,4-11,6-11,2-13 REACTIONS. (lb/size) 13=1814/0-7-12,9=1530/Mechanical Max Horz 13=211(LC 9) Max Uplift 13=-24(LC 10),9=-24(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-56/392,2-4=-1765/63,4-5=-1506/110,5-6=-1506/101,6-8=-2224/72, 8-9=-2517/77 BOT CHORD 12-13=-86/1262,11-12=-6/1433,10-11=0/1664,9-10=-1/2097 WEBS 2-12=0/286,5-11=-13/986,4-11=-455/127,6-11=-808/129,6-10=0/533,8-10=-392/140, 2-13=-2187/95 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)A plate rating reduction of 20%has been applied for the green lumber members. a co PR Qt- 6)Refer to girder(s)for truss to truss connections. SS 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,9. SCO �G)N ;4. /0 444 0, `t 8!782PE fir , )e. , ,•.,. OREGON "40ir ' 'AUL P NI EXPIRES: 12/31/2016 April 11,2016 4 9 000000000 WARNING-Verity 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 !Ariel ' 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 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887567 16-DD5311 Al2 Common 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:05 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd7FO-Pc6MmBAEJSSSfnFuMPhe_mySScRimHV1 J 1 LumpzRkl8 7-1-2 1 13-5-15 I 20-0-0 26-6-132-10-14 1 40-0-0 41-0-QQ 7-1-2 8-4-13 6-6-1 6-6-1 6-4-13 7-1-2 1-0-0' 5x5= Scale=1:76.8 5 ri 3x4 i 17 3x4 16 4 6 3x6 i 3x6�� 7 ' 7.00 12 3x4 i 2x3 // 3 2 8 1 9 10 ? vI t. :: q :_. Iv O gi 3x5= 14 13 12 3x5 11 ` g 3x4 // 3x4 = 3x4 = 5x8=OFF JOINT BEARINGS SHALL BE REVIEWED 4-2-12 AND APPROVED BY THE BUILDING DESIGNER I 3-3-2 4-0-QI 10-11-10 23-2-0 29-0-6 40-0-0 3-3-2 0-8 15 6-8-14 12-2-6 1 5-10-6 I 10-11-10 1 0-2-12 Plate Offsets(X,Y)-- 19:0-2-8,0-1-81,113:0-4-0,0-3-01 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 0.77 Vert(LL) -0.30 9-11 >677 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.87 Vert(TL) -0.99 9-11 >205 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:204 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Std G 6-0-0 oc bracing:1-15. WEBS 1 Row at midpt 4-14,4-13,6-13 REACTIONS. (lb/size) 15=1800/0-5-8,9=1488/0-5-8,12=131/0-5-8 Max Horz 15=-218(LC 6) Max Uplift 15=-30(LC 10),9=-46(LC 11) Max Gray 15=1800(LC 1),9=1497(LC 16),12=131(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-44/487,2-4=-1426/67,4-5=-1294/123,5-6=-1305/110,6-8=-1982/87, 8-9=-2267/91 BOT CHORD 1-15=-319/74,14-15=-77/880,13-14=-6/1184,12-13=0/1483,11-12=0/1483, 9-11=-2/1877 WEBS 2-14=0/463,5-13=-26/773,4-13=-358/123,6-13=-772/132,6-11=0/490,8-11=-387/138, 2-15=-1986/89 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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. c r- P R c,, 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. C-," \AGI N - '�0 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. ‘4..., .ay 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. �' 8•782 PE i-- 7/c„.2 7 OREGON ' 'Tic) 1✓4Y. i [15)9<<"''''' ' PAUL t� EXPIRES: 12/31/2016 April 11,2016 9 it 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 MI* 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 BVi 1 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quaf ly Criteria,GSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887568 16-DD5311 Al2-DFT GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:07 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd2FO-L D6BtCUr4iAu5PGUgk64B1mMQ68EBLKnLq?ghzRkl6 I 7-1-2 I 13-5-15 I 20-0-0 I 26-6-1 I 32-10--T 4 1 40-0-0 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 7-1-2 5x5= Scale=1:77.4 MT1.5x3 on each face of both ends of un-plated members 5 ii 3x4 61 62 3x4 4 6 3x6 ,5.-- 3x6 4 / 7 7.00 12 3x7 i 3 2x3// 2 .' 8 tt 1 9 M M aI Ii 0 3x5 = 14 13 12 1�1 10 4x7= 4x4 // 3x4 5x8= OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER 4-0-0 4-202 10-11-10 I 23-2-0 I 29-0-6 40-0-0 4-0-0 0-2'-`12 6-8-14 12-2-6 5-10-6 10-11-10 Plate Offsets(X,Y)-- 12:0-3-4,0-1-81,[9:0-0-0,0-0-21,[12:0-4-0,0-3-01,113:0-1-12,0-1-81.114:0-2-0,0-1-81 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 0.94 Vert(LL) -0.30 9-10 >677 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.93 Vert(TL) -0.99 9-10 >203 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:337 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 4-13,4-12,6-12,2-14 OTHERS 2X4 DF Std G REACTIONS. (lb/size) 9=1409/0-5-8,14=1803/0-5-8,11=129/0-5-8 Max Horz 14=-211(LC 8) Max Uplift 9=-2083(LC 26),14=-2125(LC 25),11=-99(LC 26) Max Gray 9=2985(LC 23),14=3283(LC 24),11=202(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1425/1667,2-4=-2172/1265,4-5=-1553/755,5-6=-2306/1509,6-8=-3944/2680, 8-9=-5349/3978 BOT CHORD 1-14=-319/74,13-14=-1377/1998,12-13=-3084/3470,11-12=-3695/4615, 10-11=-3695/4615,9-10=-3529/4694 WEBS 2-13=-1199/1562,4-13=-1028/1047,5-12=-147/776,4-12=-784/651,6-12=-776/133, 6-10=0/492,8-10=-392/139,2-14=-3819/2648 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 �f Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. {.0� 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1 C Jac Gl N - �� 4 Unbalanced snow loads have been considered for this design. 5)Gable studs spaced at 2-0-0 oc. C,tw, 17. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9782 P E t 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=Ib) 9=2083,14=2125. / 9)This truss has been designed for a total seismic drag load of 7600 lb with dead loads only.Lumber DOL=(1.60)Plate gripi DOL=(1.60) Connect truss to resist drag loads along bottom chord from 4-0-0 to 23-2-0 for 396.5 plf. EG.ON '`. °°AUL 9\ ° EXPIRES: 12/31/2016 April 11,2016 0 8 WARNING-Verify 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the t fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 A13 GABLE 1 n K1887569 L Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:08 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-pBnUODD6cNgOWF_S 1 XFLcPa2lpYQzceT??aYM8zRkl5 I 7-1-2 I 13-5-15 20-0-0 26-6-1 32-10-14 39-10-8 7-1-2 6-4-13 6-6-1 I 8-6-1 6-4-13 6-11-10 5x5 = Scale=1:75.4 5 -, 4x10 \\••••••••••••01/".....°931 32 3x5 // 6 3x6 41;$ 3x6 '? 7.00 12 3 7 q 2x3 O .+ rsJ 2x3 /i 8 2 0 1 3 a 9 o- d K. Ia 5x8= 13 12 33 11 10 5x8 = 5x8 II 4x5= 131411 10x10 = 4x10 II 111:1,-.99 I 4-2-12 10-11-10 113-0-0 73-�15 20-0-0 29-0-6 39-10-8 3-1-3 6-8-14 2-0-6 01-5- 6-3-12 9-0-6 10-10-2 0-0-7 0-2-5 Plate Offsets(X,Y)-- 11:0-4-1,0-1-61,14:0-3-8,Edge1.16:0-1-12,0-0-81,19:0-1-5,0-0-51,110:0-6-8,0-2-01,111:0-5-0,0-7-121,112:0-3-0,0-1-81,113:0-2-8,0-2-81 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI- DEFL. in (lac) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.12 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.29 9-10 >999 180 BCLL 0.0 Rep Stress lncr NO WB 1.00 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:714 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins. BOT CHORD 2x10 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G`Except* 4-14,6-14:2x6 DF No.2 G,4-12:2x10 DF No.2 OTHERS 2X4 DF Std G WEDGE Left:2x4 DF Std-G REACTIONS- (lb/size) 9=3706/Mechanical,1=-184/0-7-12,12=9689/0-5-8 Max Horz 1=-207(LC 8) Max Uplift 9=-155(LC 11),1=-390(LC 15),12=-424(LC 10) Max Gray 9=3770(LC 15),1=110(LC 6),12=9689(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-70/1179,2-4=-76/1337,4-5=-1410/148,5-6=-1500/133,6-8=-4709/226, 8-9=-5047/240 BOT CHORD 1-13=-976/254,12-13=-1236/214,11-12=-1471/223,10-11=-9/2930,9-10=-149/4303 WEBS 2-13=-362/135,4-13=0/550,4-11=-132/3801,5-11=-72/893,6-11=-2730/217, 6-10=-110/3383,8-10=-468/148,4-12=-4854/216 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: o FSC Top chords connected as follows:2x4-1 row at 0-9-0 oc. PR Bottom chords connected as follows:2x10-2 rows staggered at 0-9-0 oc. Om Webs connected as follows:2x4-1 row at 0-9-0 oc,2x10-2 rows staggered at 0-9-0 oc. C, ' CC �fi � 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to fit./ '7 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4:t" 89782 P E t-- 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 • l • • "., 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry � %' ;y' Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �_" 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 *7 OREGON fir.," 6)Unbalanced snow loads have been considered for this design. ''.4*�� ���� 1�J i 7)Gable studs spaced at 1-4-0 oc. t 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'i /') u �l� 9)A plate rating reduction of 20%has been applied for the green lumber members. L. 10) Refer to girder(s)for truss to truss connections. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 9=155,1=390,12=424. EXPIRES: 12/31/2016 12) Girder carries tie-in span(s):13-0-0 from 13-0-0 to 39-10-8 April 11,2016 Cnntinupd nn nano 7 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 l" 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 fYi K Itjliek` 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/TPI7 Qualily Criteria,D5B-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887569 16-DD5311 A13 GABLE 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:09 2016 Page 2 ID:ozXa38A0LIASg6sCLmin3Tzd?F0-IN LscZEkNhyt7PYfbEma9c6DVDufi20dEfJ6vazRkl4 NOTES- 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3700 lb down and 181 lb up at 13-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-9=-64,1-33=-20,9-33=-251(F=-231) Concentrated Loads(Ib) Vert:33=-3700(F) 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 �Y 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 a �k` iT is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 y Job Truss Truss Type Qty Ply Westerman-Greenburg K1887570 16-DD5311 B01 COMMON STRUCTURAL GA 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:09 2016 Page 1 I D:ozXa38AOLIASg6sC Lm in3Tzd2FO-I N LscZE kN hyt7PYfbE ma9c6EADxLi G BdEfJ6vazRkI4 -1-0-0I 6-3-0 I 12-6-0 1 13-6-0 1-0-0 6-3-0 6-3-0 1-0-0 4x4= Scale=1:26.5 3 MT1.5x3 on each face of both ends of un-plated %1 members 7.00 12 19 20 ,d M 2 a 0 5 127 3x4= 2x3 II 3x4 = 6-3-0 12-6-0 6-3-0 6-3-0 Plate Offsets(X,Y)- 13:0-2-0.0-2-81 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 0.41 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.10 2-6 >999 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:60 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 OTHERS 2X4 DF Std G REACTIONS. (lb/size) 2=582/0-3-8,4=588/0-5-8 Max Horz 2=-76(LC 8) Max Uplift 2=-20(LC 10),4=-20(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-675/25,3-4=-677/26 BOT CHORD 2-6=0/502,4-6=0/502 WEBS 3-6=0/281 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs y3 P R o,- non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. � , G!N ' ,/,7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C;:,`.. <G . 8)A plate rating reduction of 20%has been applied for the green lumber members. 4,r ^Y7^ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. 4t'` 89782P E T'" 9 , � IR % " ',> A 1 s OREGON pa.. C: �Y` 1,,, '' AYA6,`x' 2 ;:. EXPIRES: 12/31/2016 April 11,2016 s 6 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/07/2015 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,notMi. 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 Mirk` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the (V[ IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Westerman-Greenburg K1887571 16-DD5311 B02 Common 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:10 2016 Page 1 ID:ozXa38AOLIASg6sCLm in3Tzd?FO-mZvFpvEMB?4klY7r9yHphgfPmdG7RjRmTJ3fROzRkl3 -1-0-0I 6-3-0 I 12-6-0 I 1-0-0 6-3-0 6-3-0 4x4= Scale=1:25.9 3 Al /1 7.00 12 6 61 7 M 4 2 rr PI -co Y o 1 Y ER 5 M 3x4 = 2x3 II 3x4= I 6-3-0 I 12-6-0 6-3-0 6-3-0 Plate Offsets(X,Y)-- 13:0-2-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(TL) -0.11 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 Matrix-R 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 REACTIONS. (lb/size) 4=506/0-5-8,2=586/0-3-8 Max Horz 2=73(LC 7) Max Uplift 4=-6(LC 11),2=-20(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-686/28,3-4=-686/26 BOT CHORD 2-5=0/512,4-5=0/512 WEBS 3-5=0/283 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 17.0 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)4,2. 1N� F stc' vo 1/7 40 -p' OREGON ty^ bb ick'S UL t- EXPIRES; 12/31/2016 April 11,2016 e I 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 M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1 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 EY!B itjT�k` a always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the (i RL fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 B03 Roof Special 1 1 K1887572 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:10 2016 Page 1 I D:ozXa38AOLIASg6sC Lm in3Tzd?FO-mZvFpvE M8?4kIY7r9yH phgfQ Qd GC Rg6mTJ3fROzRkl3 1-0.0 6-3-0 13-0-0 I 6-9-0 5x6 = Scale=1:26.8 3 7.00 12 12 13 4 2 11 0 o' e X o 6 X 3x4 Q o 3x4 = 2x3 II 5 2x3 ..:.- 6-3-0 � 10-9-2 13-0-0 6-3-0 4-6-2 I 2-2-14 Plate Offsets(X,Y)-- 13:0-2-8,0-1-121 TCLL OADING (psf) 5 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 0.38 Vert(LL) -0.02 6-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.07 6-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-AS Weight:51 lb FT=0e/ LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G REACTIONS. (lb/size) 2=539/0-3-8,5=580/0-7-12 Max Horz 2=73(LC 9) Max Uplift 2=-24(LC 10),5=-8(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-485/22 BOT CHORD 2-6=0/339,5-6=0/339 WEBS 3-5=-470/0 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 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)2,5. Qv P R�fic' 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Vu"gypsum �' G1 NE' '> sheetrock be applied directly to the bottom chord. \ 4 8"782 P E -�r„- ,- s4,OREGON EXPIRES: 12/31/2016 April 11,2016 tA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 18 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 !Y1 B Ai $i.^ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the F IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887573 16-DD5311 804 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:11 2016 Page 1 ID:ozXa38AOLIASg6sCLm in3Tzd?FO-EmTd1 EF_vICbNii 1jfo2E1 CX01 emA96vizoCzSzRkl2 -1-0-0 6-3-0 I 13-0-0 1-0-0 6-3-0 6-9-0 5x7= Scale=1:27.6 3 7.00 12 7 8 n 4 2 ° o 0 • : 3x4 d 3x4= 6 5 2x3 I I 2x3\\ 6-3-0 9-1-12I 13-0-0 6-3-0 2-10-12 3-10-4 Plate Offsets(X,Y)-- 13:0-3-8,0-1-121 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 0.58 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.13 2-6 >594 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-S Weight:50 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 REACTIONS. All bearings 9-1-12. (Ib)- Max Horz 2=73(LC 7) Max Uplift All uplift 100 lb or less at joint(s)2,5 Max Gray All reactions 250 lb or less at joint(s)except 2=294(LC 15),6=443(LC 1),5=433(LC 16),5=420(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-45/507 BOT CHORD 4-5=-334/73 WEBS 3-6=-311/40,3-5=-421/53 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 17.0 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 PRO e 6)A plate rating reduction of 20%has been applied for the green lumber members. F 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. 73.-Co. ��GI N . c'/0 c. / 89782PE i' /; _< 'F OREGON >, �rex 'Tx? 'CRY 16 vi- k.„N. . EXPIRES: 12/31/2016 April 11,2016 a a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 14111., 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 6Y1tS B i k iTe ' 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/1P11 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 ` Job Truss Truss Type Qty Ply Westerman-Greenburg K1887574 16-DD5311 B05 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:11 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-EmTd1 EF_vICbNii1 jfo2E1 CTI1 bTA_JvizoCzSzRkl2 -1-0-0 5-5-2j 6-3-0 I 13-0-0 1-0-0 5-5-2 0-9-14 6-9-0 Scale=1:24.4 4x8 4 � < 4gx,55 = 3 11 Il l I/ lu 1 0 7.00 12 8 N j N M c C) 2 q I 1 I ♦ 7 6 3x4= 2x3 II 3x4 = 5-5-2 I 5-5-2 13-0-0 I 7-6-14 Plate Offsets(X,Y)— 13:0-3-12,0-2-01,15:Edge,0-2-01,16:0-1-12,0-1-81 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 0.88 Vert(LL) -0.07 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.22 6-7 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-S Weight:58 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, 3-5:2X4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(5-5-7 max.):3-5. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G*Except* 5-6:2x4 DF No.2 REACTIONS. (lb/size) 6=541/Mechanical,2=630/0-5-8 Max Horz 2=110(LC 7) Max Uplift 6=-37(LC 7),2=-18(LC 10) Max Gray 6=766(LC 23),2=898(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-997/0,5-6=-412/59 BOT CHORD 2-7=-58/726,6-7=-67/712 WEBS 3-7=0/304,3-6=-743/52 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs o PR ope. non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. �C 31 N '/ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '9 7)A plate rating reduction of 20%has been applied for the green lumber members. -17 Gam 8)Refer to girder(s)for truss to truss connections. t, 89782 P E 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. ' 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. E a, `-4", m"""om;.-. -7 OREGON ,:-. EXPIRES: 12/31/2016 April 11,2016 1 _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. lin Design valid for use only with M7ek®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 MlTeie` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the (161 i IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Westerman-Greenburg K1887575 16-DD5311 B06 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:12 2016 Page 1 ID ozXa38A0LIASg6sCLmin3Tzd?FO-iy1?EaGdgcKS_sH EGNKHnFkevRxivPh3wdYm WvzRkll -1-0-0 5-5-2I 7-10-15 13-0-0 1-0-0 5-5-2 2-5-13 5-1-1 Scale=1:27.8 4 6 2x3 II 4x8 4x5= 3 II 7.00 12 r Ir M ► g 10.4 iiiiiiii.....- ,_, M 2 _IIIIIIIIIIIIIIIIIIIIIca Y Y Alism M 9 8 3x4 = 2x3 II 3x4 = 5-5-2I 13-0-0 I 5-5-2 7-6-14 Plate Offsets(X,Y)-- 17:Edge,0-2-01 I LOADING (psf) TCLL 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 0.89 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.22 8-9 >688 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-S Weight:62 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(5-3-4 max.):3-7. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x4 DF No.2 OTHERS 2X4 DF Std G REACTIONS. (lb/size) 8=545/Mechanical,2=625/0-5-8 Max Horz 2=120(LC 7) Max Uplift 8=-29(LC 7),2=-17(LC 10) Max Gray 8=675(LC 23),2=932(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1097/0,7-8=-379/51 BOT CHORD 2-9=-48/822,8-9=-57/806 WEBS 3-9=0/302,3-8=-850/55 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �3 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. ,��j3I NE:::: %0 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ``r 7)A plate rating reduction of 20%has been applied for the green lumber members. 414 -7 8)Refer to girder(s)for truss to truss connections. 9782 P E {' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,2. r, 10) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. � ` , ,..fir - Tir v 40 ,,,OREGON ,-- 'AUL. F;\ EXPIRES: 12/31/2016 April 11,2016 a 8 IMAM AI WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.1W03/2015 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 14111" 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 iV6 0 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887576 16-DD5311 607 Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:12 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-iy1?EaGdgcKS_sHEGNKHnFkdeRxgva83wdYm WvzRkl l -1-0-0I 5-5-2 I 9-10-15 I 13-0-0 1-0-0 5-5-2 4-5-13 3-1-1 2x3 II Scale=1:33.9 4 6 r 7.00 12 4x8 i ►1 r. II 4x4 II 3 ►/ MI 0., 00111 10 10 N V M 2 2 PI or. 09 pa r, lIM y 3x4= 8 2x3 II 3x4= 5-5-2 13-0-0 I 5-5-2 7-6-14 Plate Offsets(X,Y)-- 17:Edge,0-3-8l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.40 Vert(TL) -0.22 8-9 >684 180 TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-S Weight:66 lb FT=0% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-7. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G WEBS 1 Row at midpt 3-8 REACTIONS. (lb/size) 8=550/Mechanical,2=620/0-5-8 Max Horz 2=140(LC 7) Max Uplift 8=-54(LC 10),2=-14(LC 10) Max Gray 8=634(LC 23),2=985(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1219/0,7-8=-322/62 BOT CHORD 2-9=-47/934,8-9=-56/918 WEBS 3-9=0/304,3-8=-945/78 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;Cat.Il;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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. H1/4. � P R IOC S, 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \<<' GI j'1E - /o 7)A plate rating reduction of 20%has been applied for the green lumber members. (:Itir '?) ✓.. 8)Refer to girder(s)for truss to truss connections. La. 17 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,2. - 4 9782 P E 1- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. lir , -9 isREGON Gam. R" '�, Cd°iRY 1b'� <<„, EXPIRES: 12/31/2016 April 11,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. I. 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 [Alibi( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �v� 1P IE fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 Quality Crtterta,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887577 16-DD5311 BOB Roof Special 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:13 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-A8bNSwHFRwSJc0sQg4r1NJSHoogHve1AC9HHJ2LzRk10 1-1-0-01 5-5-2 11-10-15 113-0-0 I 1-0-0 5-5-2 6-5-13 1-1-1 2x3 I I Scale=1:42.8 6 8 G 2x3 II 7.00 12 4x8 i 4 4x4 11 9' 312ii Aida ^ .00011111 O'- N jjoir. N N M ,AgaliagillIllhHh..... M M 2 1I1 a =. 3x4 = 11 10 2x3 11 3x4 = I 5-5-2 1 13-0-0 I 5-5-2 7-6-14 Plate Offsets(X,Y)- 19:Edae,0-3-81.110:0-1-12.0-1-81 LOADING (psf) 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 0.94 Vert(LL) -0.07 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.22 10-11 >684 180 BCLL 0.0 Rep Stress lncr YES WB 0.31 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-S Weight:73 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-9. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G WEBS 1 Row at midpt 3-10 REACTIONS. (lb/size) 10=555/Mechanical,2=615/0-5-8 Max Horz 2=160(LC 7) Max Uplift 10=-69(LC 10) Max Gray 10=784(LC 23),2=1011(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1275/0,9-10=-307/75 BOT CHORD 2-11=-50/985,10-11=-59/970 WEBS 3-11=0/304,3-10=-985/81,6-7=-275/57 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other inag to loadprevent Fy 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C3. G) 619 N ,$- /, 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. "&i 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10. Ct 89782 P E 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AY ir, y` y' SIM'_ 40 -v OREGON �yNr "s, EXPIRES: 12/31/2016 April 11,2016 b Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ammo Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not IVIII. 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 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/7P11 Quality Crileria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887578 16-DD5311 CO1 COMMON STRUCTURAL GA 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:15 2016 Page 1 ID.ozXa38A0LIASg6sCLmin3Tzd7FO-6Xi8sclVzXi1 rKOpyVt_OtMCieut6xnVcbmQ6EzRkl_ 14-0-0 p f -OI 7-2-14 20-9-2 28-0-0 0 0 I 1-0-0 7-2-14 6-9-2 6-9-2 7-2-14 1-0-0 4x5= Scale=1:52.2 MT1.5x3 on each face of both ends of un-plated members 4 13 7.00 12 66 / 57 2x3 \ 2.3 // r 3 5 '9 m e, 2 6 oI1 7 Ie7 o 10 9 8 3x4 = 3x4 = 3x4 = 3x4= 3x4 = 9-5-15 18-6-1 28-0-0 I 9-5-15 9-0-2 9-5-15 Plate Offsets(X,Y)-- f4:0-2-8,0-1-121 TCLL 25. LOADING (pat) 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 0.66 Vert(LL) -0.16 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.52 6-8 >630 180 BCLL 0.0 Rep Stress lncr YES WB 0.30 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:230 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 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 OTHERS 2X4 DF Std G REACTIONS. (lb/size) 2=1235/0-5-8,6=1235/0-5-8 Max Horz 2=158(LC 9) Max Uplift 2=-29(LC 10),6=-29(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1821/45,3-4=-1603/79,4-5=-1603/79,5-6=-1821/45 BOT CHORD 2-10=-43/1472,8-10=0/988,6-8=0/1472 WEBS 4-8=-27/678,5-8=-449/151,4-10=-27/678,3-10=-449/150 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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/-PI 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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs � . ���, non-concurrent with other live loads. 6)Gable h studs spaced at 1-4-0 cs., I::;: 7)This truss has been designed for fora 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. t� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. E F" u,, try ,.. " ' �._ '7 OREGON N, ''k" EXPIRES: 12/31/2016 April 11,2016 t __ f 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 L8 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 ek M'T is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the iV6 I Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/9911 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887579 16-DD5311 CGO2 Diagonal Hip Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:15 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?F0-6Xi8sclVzXi 1 rKOpyVt_OtM7We26gxVcbm Q6EzRkl_ -1-5-0I 2-7-6 5-5-5 I 8-3-4 I 11-1-3 I 13-11-2 I 17-11-10 18r3r2 1-5-0 2-7-6 2-9-15 2-9-15 2-9-15 2-9-15 4-0-8 0-3-8 4x6 II Scale=1:46.6 8 4.95 12 4x4 \\ '' 7 2x3 1114 6 3x4 5 1:1 2x3 11 3x5 4 1i ii a �3�1 if iL L 1516 17 10 3x9 = 12 11 9 3x4 = 8x8 = 4x8 M18SHS II 3x12 I I 5-5-5I 11-1-3 I 16-9-1 18-3-2 5-5-5 5-7-14 5-7-14 1 1-6-1 Plate Offsets(X,Y)-- 12:0-10-15,Edge1,17:0-1-8,0-1-01,18:0-1-0,0-1-121,19:Edae,0-3-81,111:0-4-0,0-4-41 TCLL LOADING (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 0.99 Vert(LL) -0.17 10-11 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.87 Vert(TL) -0.39 10-11 >544 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-S Weight:122 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, BOT CHORD 2x6 DF 1800F 1.6E except end verticals. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-9:2X4 DF No.1&Btr G,8-10,7-11:2x4 DF No.2 WEBS 1 Row at midpt 8-9,7-10 REACTIONS. (lb/size) 9=3417/Mechanical,2=2226/0-7-6 Max Horz 2=224(LC 7) Max Uplift 9=-184(LC 10),2=-106(LC 10) Max Gray 9=3604(LC 15),2=2266(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-4683/180,4-5=-4591/221,5-6=-3317/152,6-7=-3287/181,7-8=-855/75, 8-9=-3674/208 BOT CHORD 2-12=-213/4218,11-12=-182/3677,10-11=-59/1736 WEBS 8-10=-201/3840,7-10=-2312/163,7-11=-144/2900,5-11=-1019/92,5-12=-49/849, 6-11=-651/78,4-12=-408/95 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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. � ..o PR o .�� 4)This truss has been designed for greater of min roof live load of 19.1 psf or 2.00 times flat roof load of 25.0 psf on overhangs Qti non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. ¢1� I ��' /6) 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sq., -v 7)A plate rating reduction of 20%has been applied for the green lumber members. Ci~ 8*782 P E c-- 8)Refer to girder(s)for truss to truss connections. r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) l .. 9=184,2=106. r 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)39 lb down and 2 lb up at 2-7-6,39 lb down and 2 lb up at 2-7-6,112 lb down and 5 lb up at 5-5-5,112 lb down and 5 lb up at 5-5-5,200 lb down and 10 lb .p , OREGOI\I up at 8-3-4,200 lb down and 10 lb up at 8-3-4,and 265 lb down and 13 lb up at 11-1-3,and 265 lb down and 13 lb up at 11-1-3 �� (�� rt.- <z,�'. on top chord,and 36 lb down and 2 lb up at 2-7-6,36 lb down and 2 lb up at 2-7-6,71 Ib down and 3 lb up at 5-5-5,71 Ib down L. Ry and 3 Ib up at 5-5-5,111 Ib down and 5 Ib up at 8-3-4,111 Ib down and 5 lb up at 8-3-4,140 lb down and 7 Ib up at 11-1-3,140 7'y {�1� lb down and 7 lb up at 11-1-3,469 lb down and 23 lb up at 13-11-2,469 lb down and 23 lb up at 13-11-2,and 572 lb down and 28 'PA1— lb up at 16-9-1,and 579 lb down and 28 lb up at 16-9-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12/31/2016 1 (40141 rSAtSEfEhrisanrtard April 11,2016 8 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 iYB 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Quallly Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Intormaion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • • Job Truss Truss Type Oty Ply Westerman-Greenburg 16-DD5311 CGO2 Diagonal Hip Girder 1 1 K1887579 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:15 2016 Page 2 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-6XiBsclVzXi1 rKOpyVt_OtM7 Wer26gxVcbm Q6EzRkl_ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-64,2-9=-20 Concentrated Loads(Ib) Vert:10=-1151(F=-572,B=-579)11=-280(F=-140,6=-140)5=-400(F=-200,6=-200)12=-142(F=-71,13=-71)6=-530(F=-265,6=-265)4=-224(F=-112,B=-112) 13=-78(F=-39,B=-39)15=-72(F=-36,B=-36)16=-222(F=-111,B=-111)17=-938(F=-469,B=-469) A 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mawDesign 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 8 to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing pp'�T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYB'p� 4 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 p01 K1887580 California Girder 1 1 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:16 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-ajGW4yJ7krquTUb?VDODx5vJ92B IrHkfrFWzegzRkkz -1-0-0 1 3-5-4 7-6-2 7-110 3 12-1-8 16-4-13 16 8-14 24-3-0 1-0-0 3-5-4 4-0-14 0-4-� 4-3-5 1 4-3-5 0-4-1 7-6-2 Scale=1:43.3 4x8 2x3 II 4x8= 4 6a 6x14 5 fl 7.00 12 `� 9" 7 a. 2x3 I I 2x3 I El 3 \. 7 16 r v 13 2 8 o' I 0 I `�' IY _' 17 ►A o 4x5= 12 11 18 10 .9 3x4 = 3x4= 4x8 = 3x8 M18SHS= 4x4 = I 3-5-4 b I 12-1-8 I 20-5-14 I 24-3-0 I 8-4-6 3-9-2 Plate Offsets(X,Y)-- 12:0-1-2,Edgel,16:0-4-0,0-1-81,111:0-2-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 VertLL -0.12 11-12 >999 240 MT20 220/195 TCDLSnow=25.7.0 Lumber DOL 1.15 BC 0.87 Vert(TL) 0.5711-12 >428 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:114 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, BOT CHORD 2x4 DF No.2`Except* except 2-10:2X4 DF No.1&Btr G 2-0-0 oc purlins(2-9-6 max.):4-6. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:8-9. WEBS 1 Row at midpt 6-9 REACTIONS. (Ib/size) 2=2014/0-5-8,9=2726/0-7-12 Max Horz 2=88(LC 9) Max Uplift 2=-148(LC 10),9=-173(LC 11) Max Gray 2=2279(LC 27),9=3017(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3670/232,3-4=-3581/294,4-5=-3164/348,5-6=-3165/348,6-7=-11/454, 7-8=-11/462 BOT CHORD 2-12=-236/3005,11-12=-388/2668,9-11=-307/1928,8-9=-291/27 WEBS 7-9=-493/101,4-12=0/776,6-9=-3015/449,5-11=-1279/291,4-11=-28/678, 6-11=-69/1736 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 ,SCC ` P R k- 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs � tl�J � tf non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. {4 'S 6)All plates are MT20 plates unless otherwise indicated. C� .19782P E r- 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) � ' 2=148,9=173. , f 10) Girder carries hip end with 7-11-7 right side setback,7-11-4 left side setback,and 7-11-4 end setback. ,r./ REGCN *," 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �^ j 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)648 lb down and 208 lb up ats471d }` J C,¢' 16-6-9,and 648 lb down and 208 lb up at 7-8-7 on top chord. The design/selection of such connection device(s)is the t jyA U L \� responsibility of others. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard EXPIRES: 12/31/2016 8 Cnntinnort on nano 2 April 11,2016 a AI WARNING-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 IIII.. 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 ®V1 ® R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,D5B•89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • • Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 001 California Girder 1 1 K1887580 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:16 2016 Page 2 I D:ozXa38AOLIASg6sC Lm in3Tzd?FO-ejG W4yJ7krq uTUb?V DODx5W 92B IrHkfrF WzegzRkkz LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-159,6-8=-64,2-8=-50(B=-30) Concentrated Loads(Ib) Vert:4=-545 6=-545 IMMINN 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 n to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing B 1A'y'�k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 81rA 9 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 D02 California 1 K1887581 , PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:17 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-3vquHIKIV8y15dAB4-1-8 SY?SbKarQo4vFXA6zRkky 24-1-8 3-3-12 I 7-4-10 1 9-8-11 1 12-0-0 14-3-5 1 16-7-6 3-3-12 4-0-14 2-4-1 2-3-5 2-3-5 2-4-1 1 7-6-2 1 7 Scale=1:41.8 4 4x8 i 2x3 II 4x8 7.00 FIT 3 6a 6ZI 5 6a 6a00 • 14 15 © 16 ,/ tti. 18 2x3 II 2x3 II 2 8 1 9 uJ E 1 O I Iv 761 3x5 = 13 12 11 10 3x4 = 3x8 M,8SHS= 3x5 = 3x8 = 3x4= 1 3-3-12 1 7-4-10 12-0-0 16-7-6 3-3-12 4-0-14 1 4-7-6 1 4-7-6 1 24-1-8 1 7-6-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP R 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.13 10-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.37 10-12 >783 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.09 9 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight 118 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins,except BOT CHORD 2x4 DF No.2 2-0-0 oc purlins(3-8-1 max.):3-6. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1146/0-4-0,9=1144/Mechanical Max Horz 1=126(LC 7) Max Uplift 1=-9(LC 10),9=-10(LC 11) Max Gray 1=1726(LC 26),9=1724(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2939/0,2-3=-2842/61,3-5=-2393/31,5-6=-2393/31,6-8=-2999/63,8-9=-3046/0 BOT CHORD 1-13=-55/2380,12-13=-86/2055,10-12=0/2088,9-10=0/2515 WEBS 8-10=-322/96,3-13=-18/485,6-10=-20/637,5-12=-726/88,3-12=-71/659,6-12=-73/630 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)A plate rating reduction of 20%has been applied for the green lumber members. tO P R OF s 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9. ,C," 10) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. ) € Zia 9782PE • ffair -7 •REGOl ,,:,'` �'Q} 4 P1 Y '\%s ''A U L C' EXPIRES: 12/31/2016 April 11,2016 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not g 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 s to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (p is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 V/ET�k" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • • Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 D03 California 1 1 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 5 Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:18 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?F0-X60GVeLNFS5cinkNddQhOW k5rx4JIPxJZ?4iYzRkkx 12-3-5 3-3-12 7-4-10 11-8-11 125 16-7-6 24-1-8I 3-3-12 4-0-14 4-4-1 0 4-4-1 7-6-2 0-3-5 Scale:1/4"=1 2x3 II 9 2x3 II 4 6 10 4x8�i J 2x3 I I 7.00 12 21(2 II 4x8 7 2k2 11 193 20 N 18 4,14• 21 g8ff ,, 21 M 2x3 I 2x3 11 2 12 v 1 13 oI tto m I" 3x5= 17 16 15 14 3x4 = 3x5 3x4 = = 3x8= 3x4= 3-3-12I 7-4-10 12-0-0 16-7-6 24-1-8 3-3-12 4-0-14 I 4-7-6 I 4-7-6 I 7-6-2 LTCLLOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Roof 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) 0.13 16 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.36 14-16 >807 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.09 13 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:131 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, BOT CHORD 2x4 DF No.2 except WEBS 2X4 DF Std G 2-0-0 oc purlins(3-11-11 max.):3-11. OTHERS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1039/Mechanical,13=1039/Mechanical Max Horz 1=-125(LC 6) Max Uplift 1=-12(LC 10),13=-13(LC 11) Max Gray 1=1624(LC 26),13=1625(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2809/2,2-3=-2759/68,3-5=-2277/86,5-7=-2276/86,7-8=-2276/86,8-11=-2277/86, 11-12=-2840/70,12-13=-2865/4 BOT CHORD 1-17=-34/2295,16-17=-21/1881,14-16=0/1898,13-14=0/2364 WEBS 12-14=-367/97,2-17=-311/96,3-17=-20/617,11-14=-21/695,7-16=-585/76, 3-16=-12/561,11-16=-12/549 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 ll;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. PRO- 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. �ci' , 4„ 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,13. 444 - 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. CC 89782 P E OREGON �* /'AUL EXPIRES: 12/31/2016 a April 11,2016 aWARNING-Verify 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �E 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 AIT k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 8 V1 BC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 D04 Roof Special 1 K1887583 1 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:18 2016 Page 1 ID:ozXa38AOLCLmin3Tzd?FO-X60GVeLNFSScinkNddQhOW IIryoJ11xJZ741YzRkkx 6-2-2 12-0-0 I 6-2-2 I I 17-9-14-9-14 24-1-8 5-9-14 5-9-14 6-3-10 4x4= Scale=1:44.5 3 7.00 1 10 2x3\\ 2x3 // 2 4 1 5 KJ Iv 3x4= 8 7 6 3x4 = 3x4 = 3x4 = 3x4 = 8-1-7I 15-10-9 24-1-8 8-1-7 7-9-2 8-2-15 Plate Offsets(X,Y)-- 13:0-2-0,0-1-121 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 0.48 Vert(LL) 0.10 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.34 5-6 >841 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:103 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 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 REACTIONS. (lb/size) 1=1008/Mechanical,5=1008/Mechanical Max Horz 1=-128(LC 8) Max Uplift 1=-13(LC 10),5=-13(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1576/41,2-3=-1408/71,3-4=-1420/71,4-5=-1590/42 BOT CHORD 1-8=-44/1293,6-8=0/871,5-6=0/1311 WEBS 3-6=-26/606,4-6=-401/132,3-8=-26/586,2-8=-385/131 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)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)1,5. 4 ;c-s, 0 PROpto ?CO �yGINE u/0 ‹t`: /89782PE r� d , axis r st -577 OREGON flN. UL EXPIRES: 12/31/2016 April 11,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-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 plogY 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 Mel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 gadfly Cdleria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,278 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 DOS K1887584 Roof Special 1 1 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:19 2016 Page 1 ID:ozXa38AOLCLmin3Tzd?FO-21yei_LOOmDTKxJaBLywZjXxlFL82dESXDkeE?zRkkw 6-2-2 12-0-0 17-9-14-9-14 24-1-8 6-2-2 5-9-14 5-9-14 I 6-3-10 4x8 II Scale=1:45.6 3 11 7.00 12 17 18 2x3\\ 4x4 2 4 r- 41 1 n Iv 9' 10 8 7 k. 3x4 = 6 3x4— 2x3 /1 3x4 = 3x4 = 2x3' 3x4 = 8-1-7 10-8-3I 15-10-9 22-4-0 24-1-8 8-1-7 2-6-12 5-2-6 6-5-7 1 9 8 1 Plate Offsets(X,Y)-- 13:0-2-8,0-2-01 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 0.40 Vert(LL) -0.07 10-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.24 10-13 >543 180 BCLL 0.0 Rep Stress lncr YES WB 0.78 Horz(TL) 0.01 6 n/a n/a BCDL 10,0 Code IBC2012/TPI2007 Matrix-AS Weight:119 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G REACTIONS. (lb/size) 1=429/Mechanical,6=629/0-5-8,9=968/0-3-8 Max Hors 1=-128(LC 6) Max Uplift 1=-3(LC 10),6=-22(LC 11),9=-20(LC 10) Max Gray 1=455(LC 14),6=660(LC 15),9=968(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-470/29,2-3=-314/56,3-4=-429/75 BOT CHORD 1-10=-57/360,6-8=0/402 WEBS 3-8=-28/401,4-8=-280/121,3-10=-48/554,2-10=-410/132,4-6=-639/81,3-9=-925/46 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 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)Refer to girder(s)for truss to truss connections. P R 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6,9. P- i �fi 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum �4 I N c 1 sheetrock be applied directly to the bottom chord. \ 4Ct .4:'' ..9782P E fir- Tr OREGON �` 'AUL " EXPIRES: 12/31/2016 April 11,2016 $ 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not IA 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 ek MiT ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tY8 6 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quallly Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ` Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 E01 K1887585 ROOF SPECIAL GIRDER 1 1 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:20 2016 Page 1 ID:ozXa38AOLIASg n3Tzd?FO-TUWOwJMen3LJy5umk2T95x34KfXXn4EEmtUBnRzRkkv 4-2-14 8-0-0 4-2-14 3 9 2 1 11-9-2 I 16-0-0 3-9-2 4-2-14 4x5 II Scale=1:30.8 MT1.5x3 on each face of both ends of un-plated members 3 %1 7.00 12 25 ill ( )1 26 2x3 \\ 2x3 // 2 4 dL 'J �A IL 1 '' �O� •S 5 O r II Kai ri ®�►� `��. ♦ 8 28 7ik ♦♦� 4x8 = 4x8 II 4x8 II 4x8= 9 27 6 5-5-15 10-6-1 16-0-0 I 5-5-15 5-0-2 5-5-15 Plate Offsets(X,Y)-- 11:0-4-0,0-1-111,13:0-1-12,0-2-01.15:0-4-0,0-1-111,17:0-5-8.0-1-121,18:0-5-8,0-1-121 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 0.54 Vert(LL) -0.10 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.24 7-8 >536 180 BCLL 0.0 Rep Stress InaNO WB 0.80 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:118 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD 2x8 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G OTHERS 2X4 DF Std G REACTIONS. All bearings 3-7-12. (Ib)- Max Horz 1=82(LC 9) Max Uplift All uplift 100 lb or less at joint(s)1,5,9,6 Max Gray All reactions 250 lb or less at joint(s)except 1=1063(LC 1),5=926(LC 1),9=1515(LC 1),6=686(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2955/141,2-3=-2812/157,3-4=-2236/131,4-5=-2366/115 BOT CHORD 1-9=-128/2505,8-9=-128/2505,7-8=-41/1538,6-7=-65/1996,5-6=-65/1996 WEBS 3-7=-40/749,3-8=-90/1806 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this designPROpp s 5)Gable studs spaced at 1-4-0 oc. 0 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)A plate rating reduction of 20%has been applied for the green lumber members. \� G � ) day /0 7)A Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,9,6. 4,r 9)Girder carries tie-in span(s):24-1-8 from 3-0-0 to 9-1-8 GC' 8.782 P E 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /f , LOAD CASE(S) Standard ' r .r_,,,G 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 p Uniform Loads(plf) -v OREGON ,�� Vert 1-3=-64,3-5=-64,1-27=-20,27-28=-485(6=-465),5-28=-20 *7 �l� 2 t�'. EXPIRES: 12/31/2016 April 11,2016 a EI. e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 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 ek MiT ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6VE B IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 + Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 F01 GABLE 1 1 K1887586 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:21 2016 Page 1 ID:oz.Xa38AOLIASg6sCLmtn3Tzd4P7fNGYNTAZFTy-m_Oe8cH03zgWUsO?XDkJtzRkku 4-5-10 1 7-1-8 1 11-0-0 1 14-10-8 17-6-6 I 22-0-0 4-5-10 2-7-14 3-10-8 3-10-8 2-7-14 4-5-10 MT1.5x3 on each face of both ends of un-plated 4x5 I Scale=1:45.0 members a 12 :I- 4x4:3:4 .� Illp Op 7.0035 54x4 M 4x4 \\ 4x4// m v; 2 'I0 6 iihh. vI ,. A-411.1111011111 -. 41 rr lS i llAidib'` � 10 `DMA 1 Io 5x8 = 3x12 M18SHS II 5x10 II 4x6 II 4x6 II 9_ 8 5x8= 17 16 15 14 13 12 36 11 6x8 3x12 M18SHS II 5x10 H 4-5-10 1 7-1-8 1 9-10-4 111-0-0 1 14-10-8 1 17-6-6 1 22-0-0 4-5-10 2-7-14 2-8-12 1-1-12 3-10-8 2-7-14 4-5-10 Plate Offsets(X,Y)- [1:0-4-0,0-1-11],[2:0-1-8,0-0-12],[3:0-0-12,0-1-8],[5:0-0-12,0-1-8],[6:0-1-8,0-0-12],[7:0-4-0,0-1-11],[8:0-8-4,0-1-8],[9:0-7-4,0-2-8],[11:0-2-8,0-1-0], [12:0-2-8,0-1-0],[14:0-7-4,0-2-8],[16:0-8-4,0-1-8] 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 0.42 Vert(LL) -0.05 8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(TL) -0.11 7-8 >999 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:206 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. BOT CHORD 2x10 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2X4 DF Std G*Except* 10-0-0 oc bracing:9-11,8-9,7-8. 5-9,6-8,3-14,2-16:2x4 DF No.2 OTHERS 2X4 DF Std G REACTIONS. All bearings 12-1-12 except(jt=length)7=0-7-0. (Ib)- Max Horz 1=112(LC 9) Max Uplift All uplift 100 lb or less at joint(s)13 except 1=-126(LC 15),7=-137(LC 11),14=-274(LC 15),16=-353(LC 15),12=-773(LC 15),11=-321(LC 11) Max Gray All reactions 250 lb or less at joint(s)1,14,16,12,15,17 except 7=3096(LC 15),13=680(LC 15),11=6547(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-47/446,2-3=-38/770,3-4=-22/1055,4-5=-31/1249,5-6=-574/40,6-7=-2915/129 BOT CHORD 1-17=-384/85,16-17=-384/85,15-16=-384/85,14-15=-384/85,13-14=-652/118, 12-13=-652/118,11-12=-801/134,9-11=0/472,8-9=-74/2470,7-8=-74/2470 WEBS 4-11=-1074/49,4-12=-297/16,5-11=-2645/171,5-9=-118/2789,6-9=-2699/164, 6-8=-101/2753,3-12=-408/54,3-14=-8/353,2-14=-393/56,2-16=-9/327 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;Cat.II;Exp B;enclosed; � Q� 0 PROF, MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,CO ]N,~ 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. / ,v 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 Qc: 89782 P E r- 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise indicated. r '; �' 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 40 8)A plate rating reduction of 20%has been applied for the green lumber members. -57 OREGON ri, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb) it, �' 1=126,7=137,14=274,16=353,12=773,11=321. -yAn 'CRY .�<j .¢,; 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `TT'I P,q u L. \-4 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12/31/2016 t Cnntiniipri nn nano 2 April 11,2016 9 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 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 Niel.` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Niel( 11CC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPll Qualify Criteria,DSB-89 and BCSI Betiding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Corona,CA 92880 • e Job Truss Truss Type Qty Ply Westerman-Greenburg K1887586 16-DD5311 F01 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:0821 2016 Page 2 I D:ozXa38A0LIASg6sC Lm in3Tzd?FO-xh4P7fNGYNTAZFTy I m_Oe8cH03zq WUsO?XDkJtzRkku LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-64,4-7=-64,1-36=-20,7-36=-750(6=-730) a i WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IMAM Ng 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 FSrE 6 1C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 0 K1887587 16-DD5311 GO1 GABLE 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:22 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-PtdnK?OuJhb1BP29sTVdAM9MJTEgFyEXDBzIrKzRkkt 11-0-0I 5-2-0 5i8-114 11-0-0 1 16-3-2 16-1010 22-0-0 I 1-0-0 5-2-0 0-6-14 5-3-2 5-3-2 0-6-14 5-2-0 7x10 M18SHS II Scale=1:48.5 MT1.5x3 on each face of both ends of un-plated 4 members 7.00 12 41 42 3x4 i ,/ ) 4x6 7// ...... f° 3 / 5 44. m — 6 �I12 �- mm o- ,LTJ At 17 OF.' g 8 le 5x8= 3x7 II 4x10 II 7 5x8 M18SHS 8x10 M18SHS= 11 10 3x12 M18SHS II 6x16 M18SHS II 5-2-0 0-6-14 83-109-7 I 2-109 I 2-11-9 I 1361392 0-6-1k Sze o I Plate Offsets(X,Y)— (2:0-4-0,0-1-111,13:0-1-12,0-1-81,15:0-1-12,0-1-81,17:0-8-4,0-1-81,[9:0-9-8,Edgel,110:0-5-0,0-1-01,1l1:0-4-12,0-1-8] 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 0.83 Vert(LL) -0.12 7-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.87 Vert(TL) -0.29 7-9 >532 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code IBC2012lTP12007 Matrix-R Weight:204 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. 4-6:2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x10 DF SS G WEBS 1 Row at midpt 5-9 WEBS 2x4 DF No.2*Except* 2 Rows at 1/3 pts 4-10 4-9,4-10:2X4 DF No.l&Btr G,3-10,5-9:2X4 DF Std G OTHERS 2X4 DF Std G REACTIONS. All bearings 12-1-12 except(jt=length)6=0-7-0. (Ib)- Max Horz 2=122(LC 9) Max Uplift All uplift 100 lb or less at joint(s)except 6=-255(LC 11),2=-168(LC 16), 10=-350(LC 11),11=-1290(LC 16) Max Gray All reactions 250 lb or less at joint(s)2,11 except 6=5470(LC 16), 10=7639(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-64/841,3-4=-56/1569,4-5=-3855/217,5-6=-7175/345 BOT CHORD 2-11=-699/102,10-11=-699/102,9-10=-2/841,7-9=-259/6184,6-7=-259/6184 WEBS 4-9=-326/6938,4-10=-6114/310,3-10=-773/88,3-11=-17/670,5-9=-3753/246, 5-7=-125/3599 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 {.Q. fi 6r 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 �� Gi Jll4" f./ Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. C 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 Nu ->" 4)4)Unbalanced snow loads have been considered for this design. Gr' :9782P E r- 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. , 6)All plates are MT20 plates unless otherwise indicated. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. REGON�cr^'. 9)A plate rating reduction of 20%has been applied for the green lumber members. :///: 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 lb uplift at joint 6,168 lb uplift at joint joint 2,350 lb uplift at joint 10 and 1290 lb uplift at joint 11. ,i 'A IA_ `*� ' 11)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3900 lb down and 191 lb up at 13-1-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2016 13)p ��andartl _In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 11,2016 I eLWInr _ e mi 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,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 BVE B 1C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887587 16-DD5311 G01 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:22 2016 Page 2 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-PtdnK?OuJhb1 BP29sTVdAM9MJTEgFyEXDBzIrKzRkkt LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-4=-64,4-6=-64,2-9=-20,6-9=-750(F=-730) Concentrated Loads(Ib) Vert:9=-3900(F) 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 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 6 A Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1V! [ 84 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg • K1887588 16-DD5311 G02 Roof Special 6 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:22 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-PtdnK?OuJhb1BP29sTVdAM9T TKFF4GXDBzIrKzRkkt 1-1-0-0 I 5-3-12 I 11-0-0 I 13-0-0 1-0-0 5-3-12 5-8-4 2-0-0 4x5= Scale=1:39.7 4 2x3 I I li% 7.00 121:140 2 2x3Q 3 el r Lo ,dlIllgillgllIllIllIllihllh.d4 2 vo �� I 3x4 i 3x4= 6 3x4= 9-3-8l 13-0-0 9-3-8 3-8-8 Plate Offsets(X.Y)-- 12:0-2-6,0-1-81,[4:0-2-8,0-1-121 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 0.34 Vert(LL) -0.13 2-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert TL -0.42 2-7 >363 180 TCDL 7.0 Vert(TL) BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:71 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 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=613/0-5-8,6=526/Mechanical Max Horz 2=176(LC 7) Max Uplift 2=-22(LC 10),6=-27(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-682/48,3-4=-396/27 BOT CHORD 2-7=-79/548 WEBS 4-6=-567/44,4-7=0/420,3-7=-359/120 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 17.0 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)Refer to girder(s)for truss to truss connections. 8)Providejoint mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 2 and 27 lb uplift at 4C0 t N /� 6. ct" 8''8 2 P E — -.7* 'a a ,0 -s, OREGON '••- o EXPIRES: 12/31/2016 April 11,2016 B 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not KS' 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 B4fB B IL fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , Truss Truss Type Qty Ply Westerman-Greenburg • K1887589 16-DD5311 G02-DT ROOF SPECIAL STRUCTU 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:23 2016 Page 1 I D:ozXa38A0LIASg6sC Lm in3Tzd?FO-t3B9YLO W4 j upYdLQ BOsjZhcQsgT_VOgSq irNmzRkks 5-3-12 11-0-0 ' 13-0-0 5-3-12 5-8-4 2-0-0 4x5 II Scale=1:40.2 3 ii:; 2x3 I I 4 7.00 12 2x3 Q 2 Al 0 • LI o t II lAilkh&li. ISI �� ummilil 4x6= 8 7 6 5 3x6 H 5x5 = 3-4-0I 7-3-0 I 9-3-8 11-2-0 I 13-0-0 3-4-0 3-11-0 2-0-8 1-10-8 1-10-0 Plate Offsets(X,Y)— 11:0-0-0,0-0-21,15:0-2-8,0-3-01 LTCLL OADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:69 Ib FT=O% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 3-9-1 oc bracing. WEBS 1 Row at midpt 3-5,3-7 REACTIONS. All bearings 0-3-8 except(jt=length)1=0-5-8,5=Mechanical,7=7-10-0. (Ib)- Max Horz 1=169(LC 7) Max Uplift All uplift 100 lb or less at joint(s)6 except 1=-1694(LC 25),5=-1412(LC 26),7=-1062(LC 25) Max Gray All reactions 250 lb or less at joint(s)8,6 except 1=1811(LC 24),5=1469(LC 23),7=1392(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3384/3101,2-3=-1687/1671,3-4=-570/589 BOT CHORD 1-8=-2751/2832,7-8=-2751/2832,6-7=-408/416,5-6=-403/412 WEBS 3-5=-1445/1413,3-7=-1331/1237,2-7=-343/135 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)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)6 except(jt=lb) �5,> Q 1=1694,5=1412,7=1062. �Os .aGIN6 8)This truss has been designed for a total seismic drag load of 3700 lb with dead loads only.Lumber DOL=(1.33)Plate grip 7, DOL=(1.33) Connect truss to resist drag loads along bottom chord from 3-4-0 to 11-2-0 for 472.3 plf. Lt,r -Y 89782PE „ . „.„rr ;_ OREGON tet” EXPIRES: 12/31/2016 April 11,2016 a t A WARNING-Verify 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 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 MeV i k IT is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IS fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bonding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887590 16-DD5311 H01 COMMON STRUCTURAL GA 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16 08:23 2016 Page 1 I D.ozXa38AOLIASg6sC Lm in3Tzd?FO-t3 B9YLO W4j upYd LQ BOsjZhh7 s I3_cDgSgirN mzRkks -1-0-0 I 4-5-8 8-11-0 9-11-0 1-0-0 4-5-8 4-5-8 1-0-0 Scale=1:20.7 4x4= MT1.5x3 on each face of both ends of un-plated 3 members 7.00 12 16 15 rV 2 4 M � Ig o 1 _ 6 IS lb. 2x3 3x4 = 3x4= 4-5-8 8-11-0 1 4-5-8 4-5-8 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 0.18 Vert(LL) -0.01 4-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.02 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:40 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 OTHERS 2X4 DF Std G REACTIONS. (lb/size) 2=434/0-5-8,4=434/0-5-8 Max Horz 2=57(LC 9) Max Uplift 2=-19(LC 10),4=-19(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-447/16,3-4=-447/16 BOT CHORD 2-6=0/324,4-6=0/324 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. crj PR op t 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q' 8)A plate rating reduction of 20e/u has been applied for the green lumber members. CQ I Nfi f 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. C?� �' �1- ' 8 7 2 P E 51,„ ., iti ,7 OREGON... s QNr EXPIRES: 12031/2016 April 11,2016 a B WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MSI-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 ei. H1r1 6 BiT ' 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/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg • K1887591 16-DD5311 H02 COMMON 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:24 2016 Page 1 I D:ozXa38AO LIAS g6s C L m i n3Tzd?F O-L G IXI h PBr I ri Q i CXzuX5G n E st G 51j 3Tq h U S OwCz Rkkr 1-0-0 4-5-8 I 8-11-0 9-11-0 1-0-0 4-5-8 4-5-8 1-0-0 Scale=1:20.7 4x4= 3 7.00 12 8 7 W 2 4 _ IM 5 Io 1 � 6 2x3 II 3x4 = 3x4= I 458 8-11-0 I 4-5-8 4-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 VertTL -0.02 2-6 >999 180 BCLDL 0.0 7.0 Rep Stress!nor YES WB 0.08 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:33 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 REACTIONS. (lb/size) 2=434/0-5-8,4=434/0-5-8 Max Horz 2=-57(LC 8) Max Uplift 2=-19(LC 10),4=-19(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-447/16,3-4=-447/16 BOT CHORD 2-6=0/324,4-6=0/324 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. t .) P R OFt, o CAGI ' :9782PE - REGON "Tit vok\NI EXPIRES: 12/31/2016 April 11,2016 Ak WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the RXI k R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Informallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887592 16-DD5311 J01 JACK-OPEN 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 Mitek Industries,Inc. Mon Apr 11 16:08:24 2016 Page 1 I D:ozXa38A0LIASg6sC Lm in3Tzd7F0-LGIXIh P8rl rIQ iCXzuX5G nEtzG7 Gj4hgh USOwCzRkkr -1-0-0I 1-10-3 I 1-0-0 1-10-3 Scale=1:10.4 3 7.00 112 N N '9 N C? 2 / o yjimmini 1 -/ '/ 3x4 -=-_ 4 1-10-3 I 1-10-3 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 0.11 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-R Weight:7 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=38/Mechanical,2=162/0-5-8,4=18/Mechanical Max Horz 2=38(LC 10) Max Uplift 3=-22(LC 14),2=-12(LC 10) Max Gray 3=39(LC 18),2=184(LC 14),4=36(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=38ft;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 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 17.0 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. 4--,'gyp P R O, SS �°j fi4.GIN 'L�-,4S /0 s. p 97 2 P E '97r kREGON �'`. ..�_. Az- AUL EXPIRES: 12/31/2016 April 11,2016 m e 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,not1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITeka is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the !C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887593 16-DD5311 J02 JACK-OPEN 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:25 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-qSJvzlQmcczc2snkXc2Ko_nlpgSl SXwzw8BySezRkkq -1-0-0 3-10-3 1-0-0 3-10-3 Scale=1.16.2 3 7.00 12 5 N N r n N 2 oI � II 1 =, 4 3x4 = 3-10-3 3-10-3 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 0.17 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.02 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/TPI2007 Matrix-R Weight:13 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=100/Mechanical,2=242/0-5-8,4=36/Mechanical Max Horz 2=66(LC 10) Max Uplift 3=-43(LC 10),2=-7(LC 10) Max Gray 3=112(LC 15),2=244(LC 15),4=71(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=38ft;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 17.0 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. oto PR OPE. -44 sc"";., .9G7 8N:pEr t ay : 177 OREGON ir '�'AU� `rpt 44` EXPIRES: 12/31/2016 April 11,2016 WARNING-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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �2 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 B1fB R NMTeI.` 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887594 16-DD5311 J03 JACK-OPEN 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:25 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd7FOt)SJvz1Qmcczc2snkXc2Ko_nx3gPySXwzw8BySezRkkq -1-0-0 5-10-3 1-0-0 5-10-3 3 Scale=1:21.9 7.00 12 5 N cs cs V r7 2 II 1 ►1 3x4= 4 5-10-3 5-10-3 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0,54 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.13 2-4 >533 180 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-R Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=169/Mechanical,2=321/0-5-8,4=56/Mechanical Max Horz 2=94(LC 10) Max Uplift 3=-68(LC 10),2=-1(LC 10) Max Gray 3=200(LC 15),2=328(LC 15),4=111(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=38ft;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 17.0 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. \3° PR Or t4t~� �GIIU $;.5) f� 89782PE " • ' -7 OREGON 1," EXPIRES: 12/31/2016 April 11,2016 a AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IMAM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 10111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M'T ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' ICk fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply VVesterman-Greenburg K1887595 16-DD5311 J04 JACK-PARTIAL 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:26 2016 Page 1 ID:ozXa38AOLIASg63 3Tzd7FO-IetIANRPNv5TgOMw5JaZLCJOd4g6B_A78oxV_SzRkkp 7-10-3 -10 -1-0-0 4-0-4 7-10-3 1-0-0 4-0-4 3-9-15 3 Scale=1:27.5 • Io 7.00 12 5 4 N ch (4' 4 2 0- 1 ► 3x4 = 4 7-10-3 7-10-3 Plate Offsets(X,Y)-- (2:0-0-2,Edgel 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 0.94 Vert(LL) -0.14 2-4 >630 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.38 2-4 >239 180 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-R Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=215/Mechanical,2=402/0-5-8,4=96/Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-76(LC 10) Max Gray 3=265(LC 15),2=415(LC 15),4=140(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=38ft;Cat.It;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 17.0 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 PR of .� 5, 1J(a[fti lf? 9782PE r , -v OREGON r-A UL EXPIRES: 12/31/2016 April 11,2016 fl WARNING-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 M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �k M'T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AVt 16. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887596 16-DD5311 J05 JACK-CLOSED 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:26 2016 Page 1 ID ozXa38A0LIASg6sCLmin3Tzd?FO-IetIAN RPNv5Tg0Mw5JaZLCJ6x4hZByP78oxV_5zRkkp -1-0-0 5-7-11 9-10-3 1-0-0 5-7-11 4-2-8 Scale=1:35.7 2x4 I I 4 7.00 I12 2x3 6 3 • 2 �t 3x4 5 4x5 =- 9-10-3 9-10-3 9-10-3 Plate Offsets(X,Y)-- 12:0-2-6,0-1-81,14:0-2-0,0-0-121,15:0-1-12,0-2-01 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 0.53 Vert(LL) -0.18 2-5 >644 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(TL) -0.54 2-5 >210 180 BCLL 0.0 Rep Stress lncr YES WB 0.18 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:45 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 except end verticals. WEBS 2x4 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2X4 DF Std G REACTIONS. (lb/size) 5=393/Mechanical,2=482/0-5-8 Max Horz 2=166(LC 7) Max Uplift 5=-38(LC 10),2=-15(LC 10) Max Gray 5=469(LC 15),2=498(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-436/29 BOT CHORD 2-5=-71/329 WEBS 3-5=-367/103 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. o PR orp. 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)NS 'es� 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2. L{r ->" 4<"' 9782PE c- ` OREGON SN•• EXPIRES: 12/31/2016 April 11,2016 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �b 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 MiT�k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' !C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Cdteda,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887597 16-DD5311 J06 JACK-CLOSED 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:27 2016 Page 1 ID:ozXa38A0LIASg6sCLm in3Tzd?FO-mrRgOjS18DDKIAw6f05otPsHxU4cwKAGNSg3WXzRkko 11-0-0 I 6-7-2 11-10-3 1-0-0 6-7-2 5-3-1 3x4 I I Scale=1:43.5 4 7.00 12 3x4 i 7 3 • N 0./ M 2 ,..411111111111111111111111 ; owiraimimiimismilt• ., 442.1 rD CA 3x4= 6 5 2x3 II 3x4 = 6-7-2I 11-10-3 6-7-2 5-3-1 Plate Offsets(X,Y)-- 13:0-1-12,0-1-81,[4:0-0-0,0-0-01,15:0-0-0,0-0-01 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 0.52 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 TCDLSnow=25.0)0 Lumber DOL 1.15 BC 0.31 Vert(TL) -0.13 2-6 >999 180 BCLL 0.0 Rep Stress Incl YES WB 0.40 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:59 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=478/Mechanical,2=565/0-5-8 Max Horz 2=198(LC 7) Max Uplift 5=-46(LC 10),2=-15(LC 10) Max Gray 5=579(LC 15),2=585(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-642/3 BOT CHORD 2-6=-53/469,5-6=-53/469 WEBS 3-5=-566/81,3-6=0/269 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 17.0 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. PR Q fi� C 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. , ' O1 N /0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2. �. 'f' KGs 89782PE ter' . ,� OREGON ��`° � T PAUL R\ ¢'_ EXPIRES: 12/31/2016 April 11,2016 n s Al WARNING-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 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 iV1 1l iT�IC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the !C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887598 16-DD5311 J07 JACK-CLOSED 7 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:27 2016 Page 1 I D:ozXa38A0LIASg6sC Lm in3Tzd?FO-m rRgOJ S 18D D KIAw6f05otPsBTU3 FwH DGN Sg3 WXzRkko 1-1-0-01 6-7-2 1 13-0-0 1-0-0 6-7-2 6-4-14 3x4 Scale=1:45.4 4 2 7.00 FY- 3x4 3x4 i 3 0 .1 rt. 2 ,didilligllIllIlIl r o istst prim 3x4= 6 3x4=5 2x3 I I 1 6-7-2 1 13-0-0 6-7-2 6-4-14 Plate Offsets(X,Y)-- f3:0-1-12,0-1-81,f4:Edae,0-3-81 LOADING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.12 2-6 >999 180 BCLL 0.0 Rep Stress InaYES WB 0.59 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:64 Ib 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 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (lb/size) 5=526/Mechanical,2=613/0-5-8 Max Horz 2=217(LC 7) Max Uplift 5=-50(LC 10),2=-15(LC 10) Max Gray 5=643(LC 15),2=636(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-748/4,4-5=-251/55 BOT CHORD 2-6=-60/564,5-6=-60/564 WEBS 3-6=0/291,3-5=-629/91 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 17.0 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. 0 PRO -',.. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. C" • AGI NES` Q/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2. �� ',. +� �` 89782PE �v*". „ / MN Cr^F� OREGON �"� is'AUL vs EXPIRES: 12/31/2016 April 11,2016 t Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/032015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not p 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 Wel(' rE�Tel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 14 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887599 16-DD5311 J07-DT JACK-CLOSED 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:28 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-E1?2b2SfvXLBvKVICkc1 QdPNwtP f12Qc6Qc3zzRkkn 114-01 6-7-2 1 13-0-0 1-0-0 6-7-2 6-4-14 3x4 II Scale:1/4"=1' 4 w 7.0012 7 3x5\\ r 3 r; M ,,,,AA= ,7 2 I ■ 3x6 i 6 5 3x5 II 5x5= 1 6-7-2 1 13-0-0 6-7-2 6-4-14 Plate Offsets(X,Y)-- [2:0-2-8,0-1-81.13:0-2-4,0-0-121,[4:0-1-12,0-1-81,[5:0-2-8,0-3-01,[6:0-3-0,0-1-81 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 0.88 Vert(LL) -0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(TL) 0.04 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:64 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 3-10-1 oc bracing. WEBS 1 Row at midpt 4-5,3-5 REACTIONS. (lb/size) 5=245/13-0-0,2=328/13-0-0,6=571/13-0-0 Max Horz 2=217(LC 7) Max Uplift 5=-867(LC 27),2=-1617(LC 26),6=-1639(LC 26) Max Gray 5=1014(LC 24),2=1798(LC 25),6=2032(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3099/3043,3-4=-2484/2430 BOT CHORD 2-6=-2630/2659,5-6=-1469/1505 WEBS 3-6=-1878/1727,3-5=-1760/1739 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. - F 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)A plate rating reduction of 20%has been applied for the green lumber members. �� NAS, /0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) C I''. GI NE 5=867,2=1617,6=1639. 4tr 9)This truss has been designed for a total seismic drag load of 4400 lb with dead loads only.Lumber DOL=(1.60)Plate grip 8♦782 R E �P- DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 13-0-0 for 338.5 plf. -9. OREGON sem' PAULiCt `` EXPIRES. 12/31/2016 April 11,2016 a 8 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 N2 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 !YI Il �k iT " 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 J08 K1887600 Jack-Closed Girder 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:28 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-E1?2b2SfvXLBvKVICkc1QdPRvtKcfgjQc6Qc3zzRkkn 4-6-11I 8-7-10 13-0-0 4-6-11 4-0-14 I 4-4-6 Scale=1:45.3 3x4 I I 4 r 7.00 12 4x5 i 8 M 4x5 2 dI1 1 in oI�J � MMIIIIMIMIMIE OM 4x8= 7 6 4x8 M18SHS=5 4x8 II 4x10 II I 4-6-11 8-7-10 13-0-0 Plate Offsets(X,Y)-- F1:04-0,0-1-111,12:0-1-4,0-2-01,f3:0-1-4,0-1-81,1.5:Edae,0-2-41,f6:0-7 4.Edge1,[7:0-6-0,0-2-01 4-4-6 46 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 0.63 Vert(LL) -0.08 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.19 6-7 >816 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:90 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins, BOT CHORD 2x8 DF SS except end verticals. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6:2x4 DF No.2 WEBS 1 Row at midpt 3-5 REACTIONS. (lb/size) 1=3463/0-5-8,5=3463/Mechanical Max Horz 1=206(LC 7) Max Uplift 1=-146(LC 10),5=-194(LC 10) Max Gray 1=3482(LC 14),5=3566(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4740/197,2-3=-2559/122 BOT CHORD 1-7=-231/4044,6-7=-231/4044,5-6=-137/2162 WEBS 2-7=-56/2023,2-6=-2227/147,3-6=-147/3395,3-5=-3276/212 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P Rope 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. I u 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) `� "04 N fQ 1=146,5=194. CC,+ 9)Girder carries tie-in span(s):24-1-8 from 0-0-0 to 13-0-0 CZ- 89 782 P E 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / . a LOAD CASE(S) Standarderif • ,-. /1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) OREGON r, Vert 14=-64,1-5=-485(F=465) vr r-A U L FA1� EXPIRES: 12J31/2016 April 11,2016 t __ I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Pailb 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 iY�A I(Tek 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/9PI1 Quality Cdterla,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887601 16-DD5311 J12 Jack-Closed 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:29 2016 Page 1 ID ozXa38A0LIASg6sCLmin3Tzd?FO-IDZQoOTHggT2XT4VmR7Gzgxe6HIPOEbZqm99bQzRkkm 6-7-2 I 11-10-3 6-7-2 5-3-1 Scale=1:41.6 2x4 II 3 7.00 12 3x4 i N �► 6 2 M r 1 M J o it CM 3x4 = 5 4 2x3 II 3x4= 6-7-2I 11-10-3 6-7-2 5-3-1 Plate Offsets(X,Y)-- 12:0-1-12,0-1-81,13:0-2-0,0-0-81 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) -0.04 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(TL) -0.14 1-5 >979 180 TCDL 7.0 Rep Stress lncr YES WB 0.41 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:57 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 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=484/0-4-8,4=484/Mechanical Max Horz 1=191(LC 9) Max Uplift 1=-1(LC 10),4=-47(LC 10) Max Gray 1=500(LC 14),4=572(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-644/6 BOT CHORD 1-5=-53/473,4-5=-53/473 WEBS 2-4=-573/84,2-5=0/272 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)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)1,4. F S, `Col GINE 4, / 0 --s- 4t" t. S''82PE 77,c,2,• , S OREGON - EXPIRES: 12/31/2016 April 11,2016 4 8 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 M iT�k°' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 1Y1 8 IC fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Crlteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 JDO1 Jack-Open 1 1 K1887602 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:29 2016 Page 1 ID:ozXa38AOLIASg6sCLm7-11-4?FO-iDZQoOTHggT2XT4VmR7Gzgxj2HhwOKwZgm99bQzRkkm 1-10-3 7-11-4 -11--0-00.0 I 1-10-3 I 6-1-1I Scale=1:16.6 3 7.00 12 N c 2 M Y co Io 1 ♦ 5 6 7 4 3x4= 1-9-71-}Q 3 7-11-4 1-9-7 0.0-Y2 8-1.1 I TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.18 2-4 >512 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.45 2-4 >205 180 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-R Weight:15 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. REACTIONS. (lb/size) 3=19/Mechanical,2=236/0-5-8,4=76/Mechanical Max Horz 2=37(LC 10) Max Uplift 3=-44(LC 14) Max Gray 3=22(LC 18),2=283(LC 14),4=153(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=38ft;Cat.It;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 17.0 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 down at 4-0-0,and 7 lb down at 6-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �° . et LOAD CASE(S) Standard ,-` ,,. �""GINE' ...„., - 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 t4./ ' " Uniform Loads(plf) "Y. 782PE r" Vert:1-3=-64,2-4=-20 dr w r,"l. IfX"' to, 40 ^7 OREGON * ,94.. RY.PA A Pt ak¢ EXPIRES: 12/31/2016 April 11,2016 a k 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 Pilliia 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 BVB R A'Tek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 Bi fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quallly Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply Westerman-Greenburg 16-DD5311 JDO2 Jack-Open 2 1 K1887603 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:30 2016 Page 1 I D:ozXa38AO LIASg6sC Lm in3Tzd?FO-AQ6o0kUvR8bv9dfhK9e VV2U uYh 197 nAi3Q vj7szRkkl -4 -1-0-0 3-10-3 1 -0-0 I 3-10-3 I 4-1-11 I Scale= :16.6 700 1C' 2 ,-�, ' Or 1 MIA 1 Io 4 3x4 = 3-9-7 } I 3-0-1q� 3 7-11-4 3-9-7 0- 2 4-1-1 I 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 0.17 Vert(LL) -0.18 2-4 >512 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.45 2-4 >205 180 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-R Weight:19 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. REACTIONS. (lb/size) 3=100/Mechanical,2=283/0-5-8,4=76/Mechanical Max Horz 2=66(LC 10) Max Uplift 3=-43(LC 10) Max Gray 3=112(LC 15),2=285(LC 15),4=153(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 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 17.0 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 P R OF ���� .4 I NE4--`./ 4 ` '.71\c-;<c. ' S9732PE re AIN C}FiEGON M. l O'' Y16=�‹4 EXPIRES: 12/3112016 April 11,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MOM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Iµ 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 Wel( !l X#Tek is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the iC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 JDO3 Jack-Open 2 1 K1887604 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:30 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-AQ6o0kUvR8bv9dfhK9eVV2Uonh 197nAi3Qvj7szRkkl -1-0-0 5-10-3 1 0-0 I 5-10-3 72--111-1-4 3 Scale=1:21.6 7.00 12 5 a, M 2 ►� 3x4= 4 5-9-7 5-V-3 7-11-4 5-9-7 0-d-12 2-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) 0.18 2-4 >512 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.45 2-4 >205 180 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-R Weight 22 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. REACTIONS. (lb/size) 3=169/Mechanical,2=342/0-5-8,4=76/Mechanical Max Horz 2=94(LC 10) Max Uplift 3=-68(LC 10) Max Gray 3=200(LC 15),2=349(LC 15),4=153(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=38ft;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 17.0 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. � } }fit� tiC \AGINE,e,.„, 444 -7 :9782PE • -v •REGON UL EXPIRES: 12131/2016 April 11,2016 Al e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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 f JI;TQk^ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYG I IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 JDO4 Jack-Open 2 1 K1887605 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:31 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-ecgBD4VXCSjmmnEtus9k2F1 sz5N 1 sEQsl4eGflzRkkk 1 -1-0-0 1I 7-11-4 1-0-0 7-11-4 3 Scale=1:27.7 7.00 12 5 N rV 7 4 <Q O R 2 o' 1M. I.I.1. i M/ 3x4 = 4 1 7-11-4 7-11-4 1 Plate Offsets(X,Y)-- (2:0-0-2,Edge) LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.15 2-4 >607 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.40 2-4 >231 180 BCLL 0.0 Rep Stress InaYES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight 25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=218/Mechanical,2=406/0-5-8,4=97/Mechanical Max Horz 2=124(LC 10) Max Uplift 3=-77(LC 10) Max Gray 3=268(LC 15),2=418(LC 15),4=142(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=38ft;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 17.0 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. 0 PR Orr. u. �Ca G .. AAG I N ',tc,41 /0 :9782PE IV OREGON err, it- PA UL EXPIRES: 12/31/2016 April 11,2016 a a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1W03/2015 BEFORE USE. Mt Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not2 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 MITE is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek" K fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ' Job Truss Truss Type Qty Ply Westerman-Greenburg K1887606 16-DD5311 JDO5 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:31 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?F0-ecgBD4VXCSjm mnEtus9k2F 1 tZ5N7sEQs14eGflzRkkk 1 -1-0-0 7-11-4 1 9-10-3 1 1-0-0 7-11-4 1-10-15 4 Scale=1:33.3 Iv •0070. 0 3 :t 001 7.00 12 6 r, N Cf D U) '72 1 �' IMI 101 3x4= 5 1 7-11-4 7-11-4 Plate Offsets(X,Y)-- 1.2:0-0-2,Edgel 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 0.92 Vert(LL) -0.15 2-5 >626 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.40 2-5 >232 180 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-R Weight:28 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=151(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-101(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=414(LC 15),3=341(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=38ft;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 17.0 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=101. P 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �t ° 55 ` " 89782P E i . . r s OREGON „`` ,6 lX y A -AUL s' EXPIRES: 12/31/2016 April 11,2016 8 B 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not La 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 IVi I IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887607 16-DD5311 JDO6 Jack-Open 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:32 2016 Page 1 I D:ozXa38A0LIASg6sC Lm in3Tzd7F0-6oEZRQV9yIrdOxp4RagzaTZ2uVkabhf?XkOgC IzRkkj -1-0-DI 7-11-4 11-10-3 1-0-0 7-11-4 3-10-15 4 Scale=1:39.1 Lo T' Iy a 7.00 12 3 N er? V) N I,- O n 6 2 vI 1 ' it MI CI 3x4 = 5 7-11-4 7-11-4 Plate Offsets(X,Y)-- f2:0-0-6,Edge) 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 0.89 Vert(LL) -0.14 2-5 >658 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.39 2-5 >236 180 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-R Weight:31 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(plength)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=180(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-126(LC 10) Max Gray All reactions 250 lb or less at joints)4,5 except 2=410(LC 1),3=402(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=38ft;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 17.0 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=126. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �� �t � -<,, L N - /0 4tr ,' '' ' /89782PE AO .11100" -9 OREGON 2, 1, .T �'A UL fit EXPIRES: 12/31/2016 April 11,2016 4 __ 4 a.WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut 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' AiTek" 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg a K1887608 16-DD5311 JDO7 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:32 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?F0.6oEZRQV9ylydOxp4RagzaTZD IVpdbhf?XkOgClzRkkj -1-0-01 1-10-3 1 7-11-4 1-0-0 1-10-3 6-1-1 Scale=1:16.6 3 7.00 12 �' N 2 Io 1 „ 6 7 4 3x4= 5 1-9-7 1 0 3 6-2-14 7-11-4 1-9-7 0.d-h 2 4-4-11 1-8-6 TCLL LOADING (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 0.16 Vert(LL) -0.04 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.09 2-5 >798 180 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-R Weight:15 Ib 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. REACTIONS. (lb/size) 3=19/Mechanical,2=208/0-5-8,4=-28/Mechanical,5=133/0-7-12 Max Horz 2=37(LC 10) Max Uplift 3=-44(LC 14),4=-56(LC 5) Max Gray 3=22(LC 18),2=254(LC 14),5=266(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=38ft;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 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 17.0 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)3,4. 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 down at 4-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � o) P R Qfi4S LOAD CASE(S) Standard �C3 \AG) NE,' t- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 � '.. � ' Uniform Loads(3=) C� 89782 P E v. Vert:1-3=-04,2-4=-20 � 77 OREGON `^ EXPIRES: 12/31/2016 April 11,2016 a rf _ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 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 budding 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 Niel(' IS fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/SIM Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 A $ Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 JDS01 Jack-Open 2 1 K1887609 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:33 2016 Page 1 ID:ozXa381-10-3 g6sCLmin3TzcPFO-b_oxemWoj3zT050G?HCC7g6PhuBKK8v9107NkBzRkki 1 -1-0-0 1 1-10-3 1-111 1.4 1-0-0 1-10-3 0-1-1 Scale=1:10 4 3 7.00 12 rl ry Lc, 2 of 1,:??, 1 M 3x4- 4 1 1-10-3 1-111T4 1-10-3 0-1-I 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 0.11 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 InaYES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:7 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. REACTIONS. (lb/size) 2=163/0-5-8,4=19/Mechanical,3=38/Mechanical Max Horz 2=38(LC 10) Max Uplift 2=-11(LC 10),3=-22(LC 14) Max Gray 2=185(LC 14),4=38(LC 5),3=39(LC 18) 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=38ft;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 17.0 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. p PR p�. mac' _ GIN . `9,/C? 144 4C` ' 97S2PE �r- F r OREGON '`� ‘r '.Q,er RY 1u'� G4 EXPIRES: 12/31/2016 April 11,2016 1 __ AWARNING-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 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 VB B ICk fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSt Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 JDS02 Jack-Open 1 1 K1887610 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:33 2016 Page 1 ID:ozXa38AOLIASg6sCLm in3Tzd?FO-b_oxem Woj3zT050G?HCC7g6NEuBKK8v9107NkBzRkki -1-0-0 1-11-4 { 3-10-3 1-0-0 1-11-4 1-10-15 Scale=1:16.4 3 '1 II' 7.00 12 5 N 1";- N N P1 c4 c, N 1- 2 = l 1 ,/ W. 3x4 - 4 1-11-4 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress InaYES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:10 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. REACTIONS. (lb/size) 3=110/Mechanical,2=215/0-5-8,4=19/Mechanical Max Horz 2=66(LC 10) Max Uplift 3=-44(LC 10),2=-16(LC 10) Max Gray 3=122(LC 15),2=217(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=38ft;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 17.0 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. 0 P R 5,c . c'`� GIN `oo 4. 9782PE Alltai' ~w.,+ .. -V •RECON,.," , ir PAUL �\ NI EXPIRES: 12/31/2016 mit April 11,2016 a t 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 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 budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` M'T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ®VB 1 BC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job , Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 JDS03 Jack-Open 1 1 K1887611 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:34 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-3BMJs6XQUN6KdFzSZ?j RgufSylXZ3b91_2twGdzRkkh -1-0-0 I 1-11-4 I 5-10-3 1-0-0 1-11-4 3-10-15 Scale=1:22.5 3 11 v b 7.00 171-2- 5 N T N m M 9' 74 t7 5,1 2 A-I 1 k/ 3x4= 4 1-11-4 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 0.59 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-R Weight:14 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. REACTIONS. (lb/size) 3=178/Mechanical,2=276/0-5-8,4=19/Mechanical Max Horz 2=94(LC 10) Max Uplift 3=-70(LC 10),2=-23(LC 10) Max Gray 3=208(LC 15),2=283(LC 15),4=38(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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=38ft;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 17.0 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. "��� P R Q�1sc. „F� �G NE. ., <5,;Lr 'o- (t` 89782PE ;r,t4)0, -for 101 EXPIRES: 12/31/2016 April 11,2016 e 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 ill. 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 9X6 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/711 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887612 16-DD5311 JDSO4 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:34 2016 Page 1 I D.ozXa38A0LIASg6sC Lm in3Tzd?FO-3BMJs6XQ U N6 KdFzSZ?j RgufYa IXZ3b91 2twGdzRkkh 1-11-4 3-10-3 1-11-4 1-10-15 Scale:3/4"=1 2 ►,1 lo; 7.00 12 4 N � N N r N 1 ,/ ,- 3x4= 3 1-11-4 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 0.23 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-R Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc puffins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=138/0-5-8,2=120/Mechanical,3=19/Mechanical Max Horz 1=55(LC 10) Max Uplift 1=-2(LC 10),2=-47(LC 10) Max Gray 1=139(LC 15),2=125(LC 15),3=38(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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. - co P ROFts r5' 89782PE Mit -v OREGON EXPIRES: 12/31/2016 April 11,2016 e I A 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 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the BVE I R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887613 16-DD5311 JDS05 Jack-Open 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:34 2016 Page 1 ID:ozXa38A0LIASg6sCLm in3Tzd?FO-3BMJs6XQUN6KdFzSZ?j RgufSblXi3b91 2twGdzRkkh 1-11-4 5-10-3 1-11-4 3-10-15 Scale=1:22.1 2 f' 4 7.00 12 5 N • v M 3x4 = 4 3 1-7-14 1-7-14 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 0.62 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 1 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R 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. REACTIONS. (lb/size) 1=201/Mechanical,2=185/Mechanical,4=23/0-6-0 Max Horz 1=84(LC 10) Max Uplift 1=-12(LC 10),2=-71(LC 10) Max Gray 1=205(LC 15),2=206(LC 15),4=45(LC 5) FORCES. (lb)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 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. 6161 ( � C :9782PE �� � w 1 OREGON QK ' UL ' EXPIRES: 12/31/2016 April 11,2016 IIMMXWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev-10/032015 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 �e 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 ®YP a A;T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the G k fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887614 16-DD5311 K01 COMMON STRUCTURAL GA 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:35 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd7FO-XNwh3SY2FgEBFOYf7iEgC5Bk3irso1 BRDicUp3zRkkg -1-0-0 4-5-12 8-11-8 9-11-8 1-0-0 4-5-12 4-5-12 1-0-0 Scale=1:20.8 4x4= 3 MT1.5x3 on each face of both ends of un-plated members 7.00 12 16 15 2 4 oI 5 Io ' s � 2x3 I I 3x4 = 3x4 = 4-5-12 8-11-8 4-5-12 4-5-12 TCLL LOADING (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 0.19 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.02 2-6 >999 180 BCLL 0.0 Rep Stress Incl YES WB 0.08 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:40 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 OTHERS 2X4 DF Std G REACTIONS. (lb/size) 2=436/0-5-8,4=436/0-5-8 Max Horz 2=72(LC 9) Max Uplift 2=-113(LC 10),4=-113(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-450/110,3-4=-450/110 BOT CHORD 2-6=-41/337,4-6=-41/337 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. C O PR ofi's 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ~� I 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '1;' "F} 2=113,4=113. 89782 P E , r4 BIM F OREGON 5>'� Alpiy <G„ EXPIRES: 12/3112016 April 11,2016 a a AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7073 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 Bv1®aiT�k5 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 , Job Truss Truss Type Oty Ply Westerman-Greenburg 16-DD5311 K02 Common , 1 K1887615 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:35 2016 Page 1 ID.ozXa38A0LIASg6sCLmin3Tzd?FO-XNwh3SY2FgEBFOYf7iEgC5Bk3irso1 BRDicUp3zRkkg -1-0-0 I 1-0-0 I 4.5-12 I 8-11-8 I 9-11-8 4-5-12 4-5-12 1-0-0 Scale=1.20.8 4x4= 3 7.00 FIT8 7 T rV 4 2 _ yl _ M pppfff 5 Io 1 _ 2x3 II 3x4= 3x4 = 4-5-12 8-11-8 4-5-12 4-5-12 TCLL LOADING (psf) 5 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 0.19 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.02 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:33 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 REACTIONS. (lb/size) 2=436/0-5-8,4=436/0-5-8 Max Horz 2=-58(LC 8) Max Uplift 2=-19(LC 10),4=-19(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-450/16,3-4=-450/16 BOT CHORD 2-6=0/326,4-6=0/326 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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 17.0 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 rive 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. c.O PROP coc \ANE - 7G" o c. 89782PEfir- ,,....e„ /70, ' `7 OREGON �'s EXPIRES: 12/31/2016 April 11,2016 8 $ A WARNING-Verify n/y desi n g parameter 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,notNI., 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'iT,ek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 R Job Truss Truss Type Qty Ply Westerman-Greenburg . K1887616 16-DD5311 SP1 FLAT 7 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:36 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-?ZU4GoYg0_M2tY7rgPIvIJkp26DhXNhbRMM1 LWzRkkf 1-10-6 1-10-6 1 2 Scale=1:36.7 I I_v3'S II 1.. -'. • 1:1 1'1 • mi .. ■Illi 11=1l 4 3 3x5 II 5x5 = 1-10-6 1-10-6 Plate Offsets(X,Y)-- 13:0-2-8,0-3-01,14:0-3-0,0-1-81 TCLL 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 0.56 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress InaYES WB 0.57 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:30 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G WEBS 1 Row at midpt 1-4,1-3 REACTIONS. (lb/size) 4=66/1-10-6,3=66/1-10-6 Max Horz 4=-164(LC 4) Max Uplift 4=-1740(LC 22),3=-1740(LC 23) Max Gray 4=1783(LC 21),3=1783(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1767/1749,1-2=-396/396 BOT CHORD 3-4=-396/396 WEBS 1-3=-1810/1810 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=38ft;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 II;Exp B;Partially Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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)except(jt=lb) P R ok-e 4=1740,3=1740. g � GIN cS(9/0 8)This truss has been designed for a total seismic drag load of 280 plf with dead loads only.Lumber DOL=(1.60)Plate grip ,, , DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 280.0 plf. G{d 9)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. .4t.' 89782 P E �P"" . „ Sad OREGON ,', EXPIRES: 12/31/2016 April 11,2016 a 8 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 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 Qualiy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job f Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 SP2 FLAT K1887617 3 1 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:36 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-?ZU4GoYgO_M2tY7rgPIvIJkJJ6DhXHvbRMM1 LWzRkkf 1-10-6 1-10-6 1 2 Scale=1:57.5 as>•or II I r.ir. 4 3 4x5 II 6x6= 1-10-6 1-10-6 Plate Offsets(X,Y)— 11:0-1-8,0-2-01 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 0.92 Vert(LL) n/a n/a 999 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:46 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 WEBS 1 Row at midpt 2-3 2 Rows at 1/3 pts 1-4,1-3 REACTIONS. (lb/size) 4=66/1-10-6,3=66/1-10-6 Max Horz 4=-270(LC 4) Max Uplift 4=-2864(LC 22),3=-2864(LC 23) Max Gray 4=2907(LC 21),3=2907(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-2891/2874,1-2=-396/396 BOT CHORD 3-4=-396/396 WEBS 1-3=-2914/2914 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) � �� 4=2864,3=2864. 0PR 7)This truss has been designed for a total seismic drag load of 280 plf with dead loads only.Lumber DOL=(1.60)Plate gripe I( t$'� DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 280.0 plf. .,.. s9 8)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. �G � . 89782PE t" .y, 40 54,OREGON ' EXPIRES: 12/31/2016 April 11,2016 a __ I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10Po3/2015 BEFORE USE. mil 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/TPII Quallly Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job f Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5311 SP3 FLAT 6 1 K1887618 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:08:37 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-Tm 1 SU7ZInIUvUih 1 E7G8HWHvi WZwGnjkg05atyzRkke 1-10-6 1-10-6 1 2 Scale=1:45.2 :'rua71E£K: p r N 1.1 CO perm• 4 3 3x5 II 8x8 = 1-10-6 Plate Offsets(X,Y)-- f1:0-2-4,0-2-81,13:Edge,0-3-41,14:0-3-0,0-1-81 1-10-6 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 0.88 Vert(LL) n/a n/a 999 MT20 220/195 (Roof Snow=25.0) p TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress InaYES WB 0.72 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/Tpl2007 Matrix-R Weight:36 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G WEBS 1 Row at midpt 1-4,2-3,1-3 REACTIONS. (lb/size) 4=66/1-10-6,3=66/1-10-6 Max Horz 4=-207(LC 4) Max Uplift 4=-2198(LC 22),3=-2198(LC 23) Max Gray 4=2240(LC 21),3=2240(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-2225/2207,1-2=-396/396 BOT CHORD 3-4=-396/396 WEBS 1-3=-2257/2257 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;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)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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)except(jt=lb) a0) P R OF 4=2198,3=2198. �� G1NE /0 8)This truss has been designed for a total seismic drag load of 280 plf with dead loads only.Lumber DOL=(1.60)Plate grip ‹,, DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 280.0 plf. C4,/ '' 9)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9782 P E r- . s OREGON T -.._�. 1.p CRY icr �'AUl �� EXPIRES: 12/31/2016 1 April 11,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7471 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 I' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' eD is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 11rB1 t�r lc¢ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General SafetyNotes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property MEI4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. IIpakb, Apply plates to both sides of truss 1Additional stability bracing for truss system,e.g. and fully embed teeth. 2 3 1. diagonal or x-bracin TOP CHORDS 9 g,is always required. See BCSI. 0-1/16' 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves N may require bracing,or alternative Tor I p bracing should be considered. S 1...4tor O �i O 3. Never exceed the design loading shown and never a stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�8 cb cs-s designer,erection supervisor,property owner and plates 0-'44' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expresslynoted,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 ANSUTPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■� reaction section indicates joint ©2012 MiTekOO All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. 1.--_-_- Min size shown is for crushing only. MinnUse of 9 may pose unacceptable 0.-_.1-i. 18 environmental,heath or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal NI 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. m Imre ko isnot sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with tx Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 4