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Plans (66) du0_0( 5--vo33v �Z NYU 51t2 `Y-or ,, Date:4/18/16 RECEIVED To: Dan Nelson,City of Tigard �� 1 8 2016 From: Daryl Retzlaff CITY OF rIGAI G BUILDING DIVISION RE:SDR2014-00002 Dan, When we met at your office,we went over a number of items that you wanted us to provide for your review.You asked us to provide two sets of engineered truss drawings for each building. Please find the requested truss drawings for your review.The engineered truss drawings have been reviewed and approved by my EOR and the layout page for each building has been stamped. I have included my contact information below if you have any comments or questions. Thank you, Daryl Retzlaff Evergreen Builders daryIPimwproperties.com (503)680-0045 60E- TrAfBT City of Tigard A. • • eclPlana By ifitL Date , 1i , OFFICE COPY Accepted by EOR Julie Havelka for DL(17psf),SL 92-00-00 (25psf)and wind , 7-06-00 4-00.00., 5-09-00 4 " o " 5-09-00 ,4-00-00 19-06-00 ,4-00-00, 7-03-00 4 , 7-03-00 4-00-00, 12-00-00 drag loads N N N N 2016-04-14 — M�4 1 �, C',,A • 2A0-00 1 1 I q.,___ 1 1 , I , 1 p, , �, I J0,141 i� W �,, ' rr� ,.JU1 Jr. 1 ,��i� 1 ivy., , r t2 Jd1 p J64 SOPS g ,n ro D. 8 8 "m SNP3 _ ¢ ¢ ¢¢ ¢ 02(2'. < ¢ 074 X08(2." A01(3) < 4s< AO(3) Al2(24 X12( Aob(3) <+< JI. o .....__47 TJC57 J05 J. 12551 � v v I Jog j.-7 _ I - - 44005 drag load JO— HGU526 skewed at 45 __ ,/: H30520 ske d at 44 ��U TV SP3 ,- //4400n ares wan '4I'If I t n• _ A 1 1, (Do- J07 13-00% '... SP1 Jr e do 4 2 767 _ _13-00!0 �r7 9 O._ 280 P'drag wad,t p I 1 n 0 0 0) J i 7 Muszs � — '_ 7COp 1677 _ I MU526 O J 7 002 L Q$ -- —�__-- - . 37000.+9 load G02-D— N FT E S', 1 W o THC126-2 N Y NO Q a 26 Ilk 1O!A� _ O o CI co =L.__ __ _ HU26 'U. C C >Y —��\ 1C c 4-•11111111111=r - -- - 2-00-00to O 01 c 1-0, 2 E w .0 rn lock trams.typ. Fel - _ H Z �� C 13 4 6-00.00 ,o, o , 8.00-00 , ,o, 6-00-00 14-06-00 ,o, 6-06-00 4 8-00-00 4 6-06-00 ,o " 11-06-00 , N C 1t6 N.. , m N N m m N N 92-00-00 N i''.z. i N N , (�• 1 SR Q��m ,G/ NO !t nu ,, t r -- mit MiTekic MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 16-DD5310 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: K1887510 thru K1887558 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. 4,,, P R OF�cS,� '; 89782PE �r-- . OREGON 4 'Q -7 (j'QRY 1 2' q: fC '°AIJL \J ' ,EX°: 21;;12016 ' 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. , Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5310 Apt K1887510 GABLE 1 PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 Job Reference(optional) 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:21 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?F0-Sbglxdw_pVLCAoluGZgFnregah?APDejPs905gzRkmm 7-1-2 I 16-4-13 I 26-6-0 I 666-1 I 32-10-14 I 39-10-8 I 1 6-4-13 6-11-10 3-5-15 5x5= Scale=1:73.7 MT1.5x3 on each face of both ends of un-plated members 5 3x9 \\ 3x6 i 4 :SAI' IIIIII I,I\ 6 33 x4 // , 111 mr/' 3x6 0 7.00 12 3 7 3x7 `+ 2x3 w a' -(/2 6 PrA 1 Al , g 7-I/=+' w - 1 ._ Y, 5x8 = 14 13 12 11 10 �! Io 5x8= 5x6 // 4x5= 3x9 II 10x10 = 4x8 I I I a o o a a-il 2 10-11-10 113-0-0 148-.1 -a p zao-0 29-0-6 I 39-10-8 4-0-0 0.22-2 6-8-14 2-0-6 0-9 6-3-12 9-0-6 10-10-2 Plate Offsets(X,Y)-- [1:0-4-0,0-1-11],[2:0-3-4,0-1-8],[4:0-2-0,0-0-8],[6:0-1-8,0-0-8],[9:0-4-0,0-1-11],[10:0-6-0,0-1-8],[11:0-5-0,0-7-12],[12:0-6-12,0-1-8],[13:0-2-8,0-2-8], 1.14:0-3-0,0-1-01 LTCLL OADING (psf) 5 p SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.19 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.62 Vert(TL) -0.46 9-10 >933 180 BCLL 0.0 Rep Stress lncr NO WB 0.93 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:695 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD 2x10 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G*Except* 5-11:2x4 DF No.2,4-15,6-15:2x6 DF No.2 G OTHERS 2X4 DF Std G REACTIONS. (lb/size) 9=6166/0-4-0,14=6647/0-5-8 Max Horz 14=-258(LC 6) Max Uplift 9=-1010(LC 11),14=-1063(LC 10) Max Gray 9=6287(LC 20),14=6647(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-328/77,2-4=-7749/1308,4-5=-6424/1151,5-6=-6408/1131,6-8=-9499/1567, 8-9=-9796/1606 BOT CHORD 13-14=-890/4853,12-13=-1156/7121,11-12=-1129/6955,10-11=-1014/7074, 9-10=-1312/8404 WEBS 2-13=-357/2653,4-13=-1479/254,4-11=-2257/532,5-11=-1003/6003,6-11=-2587/559, 6-10=-495/3315,8-10=-458/240,4-12=-534/3277,2-14=-7561/1278 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 0-7-0 oc. Bottom chords connected as follows:2x10-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 12-4 2x4-1 row at 0-6-0 oc. \� [N� �es e� 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 44s - ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �' 782 E f 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)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 ,. Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. rg S7 [ ]_ ( (] . - 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 `7` 'i."6)Unbalanced snow loads have been considered for this design. '17, 4RY Ab, Q 7)Gable studs spaced at 1-4-0 oc. 4^ PA �`4 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 100 lb uplift at joint(s)except(jt=lb) 9=1010,14=1063. EXPIRES: 12/31/2016 11)Girder carries tie-in span(s):13-0-0 from 13-0-0 to 39-10-8 April 11,2016 s Cnnfinirart nn Pana 7 t Ak 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 1" 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 Wei(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 9Yt B IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 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 K1887510 16-DD5310 A01 GABLE 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:21 2016 Page 2 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-Sbglxdw_pVLCAoluGZgFnregah?APDejPs905gzRkmm NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3300 lb down and 583 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=-64,1-12=-20,9-12=-251(F=-231) Concentrated Loads(Ib) Vert:12=-3300(F) fl b WARNING-Verify 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' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the BYB E !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 ti Job Truss Truss Type Qty Ply Westerman-Greenburg K1887511 16-DD5310 A02 Roof Special 9 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 6.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:22 2016 Page 1 ID:ozXa38A0LIASg6sCLm in3Tzd2FO-wnNQ9zxdapT3oyt5gGLUJ2Bsz5HD8hZtd WuxeHzRkml 7-1-2 I 13-5-15 I 20-0-0 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 ii 3x4-i 14 15 3x4 4 6 3x6 i • 3x6 7.00 123x4 3 7 2x3// 2 1 9 C.? ,d1/ 1°.\Y1 ,, t. 1� 3x5= 13 12 10 o 3x4 // 3x4 = 11 3x5�� 5x8 = 3x4 = I 4-0-0 4-2112 10-11-10 I 29-0-6 I 39-10-8 4-0-0 0-2-12 6-8-14 18-0-11 10-10-2 Plate Offsets(X,Y)-_ 19:0-1-1,0-1-81,(11:0-4-0,0-3-01 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP Plate Grip DOL 1.15 TC 0.80 Vert(LL -0.27 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.90 9-10 >475 180 TCDL 7.0 ) BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 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. (lb)-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. CO P R OFA 5)A plate rating reduction of 20%has been applied for the green lumber members. SS 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,13. SCO ,AGI N `€ /0 (t- 9782PE �c- -4- ,2r -7. REGON ,N, 'Sr tr PAUL. 9s1 EXPIRES: 12/31/2016 April 11,2016 f 8 11111.111111 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 �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 Mete Rette" H#T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Bl fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Cdleda,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 K1887512 16-DD5310 A03 Common 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:23 2016 Page 1 I D:ozXa38AOLIASg6sC Lm in3Tzd?FO-O_xoMJxF L7 bwP6S HO_sj sGj3wU cNtAcOsAeVAjzRkmk I 7-1-2 13-5-15 l 20-0-0 I 26-6-1 I 32-10-14 l 40-0-0 4,1-0-91 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 7-1-2 1-0-0 5x5 = Scale=1:76.8 5 r1 3x4 <-16 16 17 3x4 4 3x6 i 3x6 `n 0 7.00 12 3 7 r:, 3x4 i ''� 2x3/i 2 8 1 M 910 rn oit . 1/(// .: Igi 1 To 3x5= 15 14 13 12 11 3x5= 2x3// 3x4= 3x4= 5x8 = OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER 4-0-0 4--112 10-11-10 18-7-8 I 29-0-6 I 40-0-0 4-0-0 0-J-12 6-8-14 7-7-13 10-4-14 10-11-10 Plate Offsets(X,Y)-- 19:0-0-2,Edge1,112:0-4-0,0-3-01,115:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.25 9-11 >986 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -0.81 9-11 >308 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.08 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 3-1-7 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 4-14,4-12,6-12 REACTIONS. (lb/size) 15=1541/0-5-8,9=1329/0-5-8,13=549/0-7-12 Max Horz 15=-218(LC 6) Max Uplift 15=-44(LC 10),9=-54(LC 11) Max Gray 15=1552(LC 15),9=1348(LC 16),13=549(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-45/469,2-4=-1097/86,4-5=-938/142,5-6=-966/129,6-8=-1713/101, 8-9=-1999/105 BOT CHORD 1-15=-304/75,14-15=-111/713,13-14=-22/907,12-13=-22/907,11-12=0/1227, 9-11=-14/1645 WEBS 2-14=0/329,5-12=-46/410,4-12=-372/123,6-12=-831/127,6-11=0/563,8-11=-385/138, 2-15=-1638/109 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. ,0 PR Op 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 Q 1. non-concurrent with other live loads. �c ' (. �GI NE.R. Q/0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with any other live loads. � ° 6)A plate rating reduction of 20%has been applied for the green lumber members. <C/ -v 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. 4t o 89782 P E <rs" , r( ' OREGON ',.$ EXPIRES: 12131/2016 April 11,2016 $ mg WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6 V! i6 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criterfa,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 K1887513 16-DD5310 A04 Common 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:23 2016 Page 1 I D:ozXa38AOLIASg6sCLm in3Tzd?FO-0_xoMJxFL7bwP6SH O_sj sGj33 UdNtDeOsAeVAjzRkm k 7-1-2 13-5-15 20-0-0 I 26-6-1 I 32-10-14 40-0-0 1-0-p 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 7-1-2 1-0-0 5x5 = Scale=1:76.8 5 d 3x8\\ 17 3x4 16 4 6 3x6 i 3x6 `? 7.00 I 3 7 0 N 3x4 i 2x3// 2 8 \14 7 . 1, .o• )111)Op. 1 9 '? 10 0 vI O M f% Iv 3x5= 15 14 13 12 11 3x5= o 2x3// 3x4= 2x3 \\ 3x4= 5x8 = 4-2-12 3-9-2 a-ft 10-11-10 I 16-11-6 29-0-6 40-0-0 3-9-2 0-4M4 6-8-14 5-11-11 12-1-0 10-11-10 0-2-12 Plate Offsets(X,Y)-- 14:0-3-0,0-0-81,f9:0-0-2,Edgel,112:0-4-0,0-3-01 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) -0.25 9-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -0.81 9-11 >335 180 TCDL 7.0 BCLL 0.0 Rep Stress InaYES WB 0.52 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:215 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 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 5-12,6-12,4-13 REACTIONS. (lb/size) 15=922/0-5-8,9=1025/0-5-8,13=1473/0-7-12 Max Horz 15=-218(LC 6) Max Uplift 15=-13(LC 10),9=-44(LC 11),13=-19(LC 10) Max Gray 15=1005(LC 15),9=1078(LC 16),13=1473(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-48/479,2-4=-431/62,4-5=-426/122,5-6=-451/107,6-8=-1186/80,8-9=-1475/84 BOT CHORD 1-15=-313/77,14-15=-150/328,13-14=-97/267,12-13=-523/167,11-12=0/776, 9-11=0/1198 WEBS 4-12=0/1175,6-12=-822/125,6-11=0/555,8-11=-399/139,2-15=-987/75,4-13=-1510/60 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. rj P R Qfi 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. e 6)A plate rating reduction of 20%has been applied for the green lumber members. (' 782 c ' 31 NES7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9,13. PE •nom wit -Fp OREGON '� EXPIRES: 12131/2016 April 11,2016 4 I 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 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 !VB R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPil 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 K1887514 16-DD5310 A04-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 16:06:26 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-pZdw_L_7e2zVGaAs36000uLZQie_4TySY7s9n2zRkmh 7-1-2 13-5-15 20-0-0 26-6-1I 32-10-14 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 5 MT1.5x3 on each face of both ends of un-plated members 358 \\ 61 62 3x4 4 6 3x6 i �I 11,„ 3x6 7.00 12 3 1 7 ' 3x8 i • 2x3// 2', 1 g 'ill *r 3x5 = 14 13 12 63 11 10 3x6= o 5x5 // 3x4 II 2x4 \\ 5x8 = 3x4 = 4-0-0 4112 10-11-10 I 15-11-12 29-0-6 40-0-0 I 4-0-0 0-2-12 6-8-14 5-0-2 13-0-10 10-11-10 Plate Offsets(X,Y)— 12:0-3-8,0-1-81,[4:0-2-8,0-0-81,[9:0-3-2,0-1-81,[11:0-4-0,0-3-01,[12:0-3-1,0-0-41,[13:0-1-8,0-1-81 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 0.65 Vert(LL) -0.25 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.84 Vert(TL) -0.83 9-10 >344 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:348 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-4-15 oc bracing. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 4-13,5-11,4-11,6-11,2-14,4-12 2-14:2x4 DF No.2 OTHERS 2X4 DF Std G REACTIONS. (lb/size) 9=965/0-5-8,14=843/0-5-8,12=1532/0-8-0 Max Horz 14=-211(LC 8) Max Uplift 9=-1556(LC 26),14=-3110(LC 25),12=-1144(LC 26) Max Gray 9=2176(LC 23),14=3646(LC 24),12=2152(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1312/1540,2-4=-2736/2614,4-5=-2035/1817,5-6=-908/693,6-8=-2520/1789, 8-9=-3823/2983 BOT CHORD 1-14=-312/78,13-14=-2261/2316,12-13=-2566/2871,11-12=-2722/2431, 10-11=-2810/3254,9-10=-2668/3378 WEBS 2-13=-1726/1751,4-13=-1232/1418,5-11=-535/564,4-11=-432/1154,6-11=-824/126, 6-10=0/555,8-10=-404/140,2-14=-4251/3872,4-12=-2189/1246 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 rt P R 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 �Q Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. Co' G Nk' U/, >, 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 C';:> ' .., I /9 (2 4)Unbalanced snow loads have been considered for this design. G{J .V 5)Gable studs spaced at 2-0-0 oc. t� S•782 R E r-- 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) frr ,,,,,;,,,,; 9=1556,14=3110,12=1144. 9)This truss has been designed for a total seismic drag load of 7000 lb with dead loads only.Lumber DOL=(1.60)Plate grip OREGON �'� DOL=(1.60) Connect truss to resist drag loads along bottom chord from 4-0-0 to 16-4-12 for 564.7 plf. " 4/ ti, �' 11:9 'A U L R\`� EXPIRES: 12/31/2016 April 11,2016 4 __ 4 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 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 MjTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVt 6 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 K1887515 16-DD5310 A05 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 16:06:27 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-H IBICh?IOL5Muj12dpxf06u116?Cp3CcnnciJUzRkmg 7-1-2l 13-5-15 l 20-0-0 l 26-6-1 32-10-14 l 39-10-8 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 6-11-10 5x5= Scale=1 78.6 5 i 3x4 20 21 3x4 4 6 3x6 i 3x6 7.00 12 3 7 ' 3x4 i *, 2x3// 2 res 1 9 o .. 14 13 12 1o 11 0 3x4 4 3x4= 3x4 = 3x5 = 3x5= 5x8 = 3-5-4 3-pr12 10-11-10 20-0-0 29-0-6 39-10-8 3-5-4 0-3-14 7-2-8 9-0-6 9-0-6 i 10-10-2 Plate Offsets(X,Y)-- 11:0-0-2,Edgel,19:Edoe,0-0-81,111:0-4-0,0-3-01 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 0.61 Vert(LL) -0.21 10-19 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.78 Vert(TL) -0.67 10-19 >645 180 BCLL 0.0 Rep Stress lncr YES WB 0.42 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-AS Weight:203 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 4-12,4-11,6-11,2-13 REACTIONS. (lb/size) 9=1506/Mechanical,13=1843/0-7-12 Max Horz 13=210(LC 7) Max Uplift 9=-24(LC 11),13=-27(LC 10) Max Gray 9=1509(LC 15),13=1843(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-75/528,2-4=-1594/52,4-5=-1442/110,5-6=-1442/98,6-8=-2139/73,8-9=-2436/79 BOT CHORD 1-13=-366/105,12-13=-68/1032,11-12=-3/1328,10-11=0/1620,9-10=-4/2019 WEBS 2-12=0/408,5-11=-19/944,4-11=-391/126,6-11=-813/135,6-10=0/499,8-10=-382/137, 2-13=-2160/104 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(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. � � 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)9,13. C= GI N1E : c"'j) 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'"gypsum ,-...N.- sheetrock be applied directly to the bottom chord. /-• � < ' 897821E '- ' 1 - OREGON '‘. EXPIRES: 12/31/2016 April 11,2016 t 9 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 �f 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/WIT Quality Criteria,051.89 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 K1887516 16-DD5310 A06 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 16:06:27 2016 Page 1 ID ozXa38A0LIASg6sCLmin3Tzd?FO-HIBICh?IOL5MujI2dpxf06uIW61?p1 NcnnciJUzRkmg 7-1-2 13-5-15 20-0-0 26-6-1 32-10-14 39-10-8 7-1-2 6-4-13 l 6-6-1 6-6-1 6-4-13 I 6-11-10 5x5 = Scale=1 82.9 6 n 3x4 21 22 3x4 Q 3x6 i 5 7 /1\0000,(6),N9iiiiiii .-::0 7.00 12 4 2x3\\ 2x3// 3 2x3 II 2 1 res B 1 Cil M14 13 12 112 3x5= 3x4= 3x4 = 3x5 = 5x8= 2x3 I I 1-9-2 115-4 10-11-10 17-9-4 20-0 0 29-0-6 28{471 39-10-8 1-5-4 I 9-2-8 I 6-9-10 1 2-2-12 I 9-0£ 0-3i-11 10-6-7 0-3-14 Plate Offsets(X,Y)-- 112:0-4-0,0-3-01 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 0.63 Vert(LL) -0.20 11-20 >665 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.66 Vert(TL) -0.62 11-20 >211 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-AS Weight:197 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 5-12,7-11 REACTIONS. (lb/size) 10=154/Mechanical,11=2055/0-3-8,14=1140/0-7-12 Max Flom 14=210(LC 7) Max Uplift 10=-47(LC 14),11=-23(LC 11),14=-18(LC 10) Max Gray 10=264(LC 15),11=2055(LC 1),14=1184(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1194/0,2-3=-1525/59,3-5=-1292/56,5-6=-696/96,6-7=-651/95,7-9=-31/704, 9-10=-43/505 BOT CHORD 1-14=0/1217,13-14=-87/1217,12-13=-18/938,10-11=-380/60 WEBS 3-13=-275/127,5-13=0/418,5-12=-758/135,6-12=-5/274,7-12=0/850,7-11=-1617/97, 9-11=-417/138,2-14=-726/157 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 Il;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C O PR open' 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. �� G I N 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11,14. {, ' ,„.t. tQ ,- 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum <t , -� sheetrock be applied directly to the bottom chord. 89782 P E r -7 OREGON N. I'll ,Q> T, EXPIRES: 12/31/2016 April 11,2016 9 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 1tliT�k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1C 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 Qty Ply Westerman-Greenburg K1887517 16-DD5310 A07 MOD.QUEEN 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:28 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-IxIhP0?O9fEDWtKEAXSuZJ RwgVNvYWLIORLGrxzRkmf - -9 7-1-2 I 13-5-15 I 20-0-0 I 26-6-1 I 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=1:80.5 7.00 12 6 4x8\\ 21 22 3" 3IN6 i 5 7 3x6 8 2x3 \� 2x3// 9 ro12 21 ili 14 13 12 11 3x4 = 2x3 \\ 5x8 = 3x4= 3x5 = 3x6 = 20-0-0 I 10-11-10 I 7$$ 7 I 29-0-6 29-P-8 39-10-8 10-11-10 6-6-14 0-2112 9-0-6 0-1-2 10.10-0 2-2-12 Plate Offsets(X,Y)— 12:0-2-2,0-1-81,15:0-2-8,0-0-121,110:0-1-10,0-1-81,112:0-4-0,0-3-01 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 0.60 Vert(LL) -0.19 14-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.59 11-20 >222 180 TCDL 7.0 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(plength)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=-747/68,9-11=-410/138, 5-13=-1149/94 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.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 0 PR Q,E.�t 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. 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)2,11,10,13. �t 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and/ gypsum �` 89782 P E sheetrock be applied directly to the bottom chord. OREGON '�' 1:4„, AIRY A6 Qom` ANI PAULR EXPIRES: 12/31/2016 April 11,2016 e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 iV6 r1 ile k` 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circe 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 K1887518 16-DD5310 A07-DFT 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 16:06:30 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?F0-hKsRgit ehGUwIBUdIyUMekWLbJ90?Vg2TIgMwpzRkmd 20-0-0I 39-10-8 20-0-0 19-10-8 5x5= Scale=1:78.6 12 1 13 14 43 3x6 : b0T416l6: 700 12 8 g 19 rJ g a g g 20 3 21 2 22 M 10....../e)./..41°. M 23 ZvI iv 9 O 4 b v 1a v 9 ' a 4 0 O ! 4 I0 . v v��v vv v civ /vv�sv v v�/�/ v 'C9 �� v vv v v vv v vvVvv v V vv� 0 3x5= 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x5= 5x5= 39-10-8 39-10-8 Plate Offsets(X,Y)-- 11:0-2-8,Edael,16:0-2-3,Edael,118:0-2-3,Edge1,123:Edge,0-0-81.133:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Ina YES WB 0.11 Horz(TL) 0.03 33 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:270 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. OTHERS 2X4 DF Std G WEBS 1 Row at midpt 12-33,11-34,10-35,9-36,13-32,14-31, 15-30 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, 25,24 except 1=-1214(LC 25),23=-1292(LC 26) Max Gray All reactions 250 lb or less at joint(s)33,36,37,38,39,40,41,42,30,29,28,27,26,25,24 except 1=1261(LC 24),23=1336(LC 23),34=262(LC 14),35=253(LC 14),32=262(LC 15),31=254(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2385/2386,2-3=-2152/2128,3-4=-1912/1894,4-5=-1675/1656,5-7=-1437/1418, 7-8=-1198/1180,8-9=-960/942,9-10=-722/704,10-11=-484/466,12-13=-253/235, 13-14=-491/473,14-15=-729/711,15-16=-967/949,16-17=-1205/1187,17-19=-1443/1425, 19-20=-1681/1663,20-21=-1919/1901,21-22=-2159/2117,22-23=-2431/2420 BOT CHORD 142=-2031/2057,41-42=-1846/1852,40-41=-1640/1646,39-40=-1434/1440, 38-39=-1229/1235,37-38=-1023/1029,36-37=-817/823,35-36=-612/618,34-35=-406/412, 31-32=-412/418,30-31=-618/624,29-30=-823/829,28-29=-1029/1035, 27-28=-1234/1240,26-27=-1440/1446,25-26=-1646/1652,24-25=-1851/1857, 23-24=-2025/2050 NOTES- � � F , 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; �CO� G)N '-'../7-1 MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 CO. ; ' ' 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 "Cr -57 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �` 89782 P E r-- 3) '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)All plates are 2x3 MT20 unless otherwise indicated. Pyr 6)Gable requires continuous bottom chord bearing. OREGON 43 7)Gable studs spaced at 2-0-0 oc. v N 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. & cJ O / 9)A plate rating reduction of 20%has been applied for the green lumber members. 1,. pY '1 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)34,35,36,37, 't banI L iQrS4 38,39,40,41,42,32,31,30,29,28,27,26,25,24 except(jt=1b)1=1214,23=1292. 11)This truss has been designed for a total seismic drag load of 4100 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 102.8 plf. EXPIRES: / 1/ {}rt6 April 11,2016 4 4 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 III Ix a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the MiTek` 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 , Job Truss Truss Type Qty Ply Westerman-Greenburg K1887519 16-DD5310 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 16:06:30 2016 Page 1 ID:ozXa38A0LIASg6sCLm in3Tzd?FO-hKsRgi1 ehGUwIBUdIyUMekWFIJ 15?OG2TIgMwpzRkmd 1-0-Q 7-1-2 13-5-15 I 20-0-0 I 26-6-1 I 32-10-14 I 39-10-6 -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 i 3x8\\ 15 16 3x4 5 7 3x6 i 3x6 2x3 O 4 � /1111101P:2141144114 82x3 // 3 \ 0 10 2 c' 01 e* 1' 3x5 i 14 13 12 11 3x5 = 3x4= 2x3 II 5x8= 3x4 = 10-11-10I 13-8-4 I 20-0-0 29-0-6 I 39-10-8 10-11-10 2-8-10 6-3-12 9-0-6 10-10-2 Plate Offsets(X,Y)-- [2:0-2-8,0-1-81,[5:0-2-8,0-0-81,[12:0-4-0,0-3-01 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 0.65 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 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R BCDL 10.0 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=l2omph(3-second gust)Vasd=g5mph;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. 0 PR 0,fi 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fi 6)A plate rating reduction of 20e/u has been applied for the green lumber members. ` G;j - s(5l9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,2,13. .; . i g j' "4"-_,.. `�� 9782PE r. Pr 40 -8 OREGON C7''` kPAUL ` EXPIRES: 12/31/2016 April 11,2016 a r 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,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 Wick' A'Tck' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the B IC 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 >r Job Truss Truss Type Qty Ply Westerman-Greenburg K1887520 16-DD5310 A09 Roof Special 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:31 2016 Page 1 ID ozXa38AOLIASg6sC Lm in3Tzd?FO-9 WQp 122GSacn N L3psfObBy3R9j Pkkt56 ipawSFzRkm c 0-Q 7-1-2 13-5-15 1 20-0-0 1 26-6-1 I 32-10-14 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 12 6 3x8 \\ 22 23 3x4�� 5 7 3x6 i 3x6--, ,? 4 0 2x3\� N 8 2x3 // 3 g e?12 ‘71iv N 107 1.915 14 13 1211 d 3x6 = 3x4= 2x3 I I 5x8 = 3x4 = 3x5= OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER 10-11-10 13-8-41 I 20-0-0 I 29 28-6-0 I 016 39-10-8 l 10-11-10 2-8-10 6-3-12 8-6-0 0-6-6 10-10-2 Plate Offsets(X,Y)-- 12:0-2-2,0-1-81,15:0-2-12,0-0-81,110:0-1-6,0-1-81,113:0-4-0,0-3-01 LOADING (pat) 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 Incr 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 Holz 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=-473/116,6-7=-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 r o PR Q r- 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. C . c' 6)A plate rating reduction of 20%has been applied for the green lumber members. \� � t ' /�" 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,14,12. 4.e./ 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum 4t.' 8•.782 F E �1- sheetrock be applied directly to the bottom chord. iv 574,OREGON q'^4`' , EXPIRES: 12/31120116 April 11,2016 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 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 MiTek" R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1811 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 K1887521 16-DD5310 A09-DT 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 16:06:32 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-dj_BF02uDuke?VeOPNXq 9bcv7kzTKLLx3JT_izRkmb 0- 7-1-2 13-5-15 1 20-0-0 l 26-6-1 1 32-10-14 I 39-10-8 -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 171F 6 n 3x8 \\ 22 23 3x4 5 7 3x6 i • 3x6 `� 4 q 2x3\\ N 2x3// 3 g It r?12 15 10 7 NNI o 14 13 1211 24 3x6= 3x4 = 2x3 II 5x8 = 3x4 = 3x5 = OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER 10-11-10I 13-8-4 j 20-0-0 I 28-6-0 29(0 39-10.8 10-11-10 2-8-10 6-3-12 8-6-0 0-6-5 10-10-2 Plate Offsets(X,Y)-- 12:0-2-2,0-1-81,15:0-2-12,0-0-81.110:0-1-6,0-1-81,113:0-4-0,0-3-01 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEF L. in (loc) I/defl L/d 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 Incr YES WB 0.42 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 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=8-1-8,12=0-3-8. (Ib)- Max Horz 2=217(LC 7) Max Uplift All uplift 100 lb or less at joint(s)14,12 except 10=-327(LC 31),2=-123(LC 30) Max Gray All reactions 250 lb or less at joint(s)except 10=1139(LC 26),2=717(LC 25),14=1623(LC 23), 12=451(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-786/385,3-5=-322/152,5-6=-484/121,6-7=-822/396,7-9=-1279/519, 9-10=-1747/749 BOT CHORD 2-15=-384/623,14-15=485/421,13-14=-496/391,12-13=-540/1057,11-12=-540/1057, 10-11=-618/1402 WEBS 3-15=-379/136,5-15=0/450,5-13=-147/879,7-13=-524/119,7-11=-15/270, 9-11=-405/138,5-14=-1562/71 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 P R Q figs 3)Unbalanced snow loads have been considered for this design. s 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 I N /, non-concurrent with other live loads. ��- 1`l � s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '4,, - 6)A plate rating reduction of 20%has been applied for the green lumber members. 8"782 PE r- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,12 except •, (jt=lb)10=327,2=123. „Iii" 8)This truss has been designed for a total seismic drag load of 1600 lb.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to f fir ' „^.,+ orH_.., resist drag loads along bottom chord from 31-9-0 to 39-10-8 for 196.9 plf. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'"gypsum "g OREGON Q sheetrock be applied directly to the bottom chord. �' AY /I- PA U L. R�� EXPIRES: 12/31/2016 April 11,2016 4 4 WARNING-Verily deal r.r. design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-747J 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 budding design.Bracing indicated a to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M'T�k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6YB 0 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 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 K1887522 16-DD5310 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 16:06:33 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-5vYaSk3W BsViceDCz423GN8neW3ACmhU9j30X8zRkma 1 7-1-2 13-5-15 20-0-0 1 28-8-1 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=1:82.9 6 r. 3x8 \\ 22 23 3x4 3x6 i 5 7 3x6 M 7.00 12 \ ..-=:- T 4 8 N 2x3 O7N 2x3// 3 9 1 2x3 I I / 2 o Eg3 15 14 113 12 11 0 3x4= 2x3 II 3x4 = 3x5 = 3x5 = 5x8 = 2x3 11 1-4-10 }-0.1 10-11-10 1 13-8-0 20-0-0 1 29-0-6 39-10-8 0-1 9-7-0 2-8-10 6-3-12 9-0-6 10-10-2 0-3-14 Plate Offsets(X,Y)-- [5:0-2-8,0-0-81,[10:0-0-0.0-0-81,[12:0-4-0,0-3-01 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 0.58 Vert(LL) -0.20 11-21 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 -0.62 11-21 >504 180 TCDL 7.0 Vert(TL) BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 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 6-12,7-12,5-13 REACTIONS. (Ib/size) 10=1043/Mechanical,15=501/0-7-12,13=1805/0-5-8 Max Horz 15=210(LC 7) Max Uplift 10=-22(LC 11),13=-51(LC 10) Max Gray 10=1108(LC 15),15=556(LC 14),13=1805(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-293/0,2-3=-430/18,5-6=-540/107,6-7=-650/92,7-9=-1362/68,9-10=-1660/74 BOT CHORD 1-15=0/293,14-15=-132/328,12-13=-281/166,11-12=0/942,10-11=0/1350 WEBS 3-14=-351/130,5-14=0/410,5-12=0/962,7-12=-824/133,7-11=0/518,9-11=-393/138, 2-15=-315/209,5-13=-1742/73 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. ,o P R op 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 , (NE /. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum � sheetrock be applied directly to the bottom chord. Gti -' / 9782PE v-- -7 - .),F,7 ..57,0? /7,,,,,,,,,, Fili1 .,:‘,....1._t(e„,(z. . -7 REGCN ',.. Q EXPIRES: 12/31/2016 April 11,2016 a 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 M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 111 11. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeka is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualtiy Criteria,DSB-89 and BCSI Building Component 250 Mug 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 K1887523 16-DD5310 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 16:06:34 2016 Page 1 ID ozXa38A0LIASg6sCLmin3Tzd?FO-a56yg4481V_MEoo0XoZloahu8wMcxEfe0Noa3azRkmZ 7-1-2 13-5-15i 20-0-0 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 7.00 12 ri 3x4 i 14 15 3x4 4 3x6 i 3x6 `? 7 q 3x4-- I44I 2x3// /4 3 2 1 9 qI ', 14 .. h 3x5= 13 12 10o. 11 3x5 3x4 // 3x4 = 5x8 = 3x4 = 1 2-11-4 3-312 10-11-10i 20-0-0 29-0-6 I 39-10-8 2-ll-40--l4 7-8-8 9-0-6 9-0-6 10-10-2 Plate Offsets(X,Y)-- 11:0-2-8,0-1-51,19:0-1-1,0-1-81,111:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.29 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -0.94 9-10 >466 180 TCDL 7.0 Rep Stress!nor YES WB 0.44 Horz(TL) 0.12 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:203lb FT=0% BCDL 10.0 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 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;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. ck. 1 R opt. 4t 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)13,9. CO (it N .•(;)II- /, \ 89782PE 44/ mac" 17 OREGON '^- -Tx? xiRy A6 te EXPIRES: 12/31/2016 April 11,2016 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 Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not NI., 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 Qua*Criteria,DSB-89 and BC51 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-DD5310 Al2 Common 4 1 K1887524 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:34 2016 Page 1 I D:ozXa38AOLIASg6sC Lm in3Tzd?FO-a56yg4481V_M EooOXoZloahyBwOBx71e0Noa3azRkmZ 7-1-2 13-5-15 I 20-0-0 26-6-1 32-10-14 40-0-0 -0-p 7-1-2 6-4-13 6-6-1 I 6-6-1 I 6-4-13 I 7-1-2 11-0-Or 5x5= Scale=1.78.1 5 ri 3x4 i22 23 3x4 4 3x6 i 3x6 7.00 12 3x42:-3 2x3 42A)11411,44%,,,,Niiiiii7 8 c� ,.. 7°\ M 9 1 oI I 15 14 13 12 11 �0 3x4 1/ 3x4= _ 3x4= 4x5 = 3x5 = 5x8 OFF JOINT BEARINGS SHALL BE REVIEWED 4-2-12 AND APPROVED BY THE BUILDING DESIGNER 33-2 0-9 10-11-10 23-2-0 29-0-6 40-0-0 3--3-2 0-6-141 6-8-14 1 12-2-6 I 5-10-6 I 10-11-10 0-2-12 Plate Offsets(X,Y)— f9:0-0-14,Edge1,f13:0-4-0,0-3-01 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 0.60 Vert(LL) -0.21 11-21 >969 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.82 Vert(TL) -0.69 11-21 >297 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-AS Weight:204 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 4-14,4-13,6-13 REACTIONS. (Ib/size) 15=1794/0-5-8,9=1479/0-5-8,12=151/0-5-8 Max Horz 15=-218(LC 8) Max Uplift 15=-35(LC 10),9=-44(LC 11) Max Gray 15=1794(LC 1),9=1491(LC 16),12=151(LC 1) FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-65/576,2-4=-1375/61,4-5=-1263/124,5-6=-1279/111,6-8=-1918/93, 8-9=-2212/99 BOT CHORD 1-15=-406/97,14-15=-70/818,13-14=-5/1153,12-13=0/1451,11-12=0/1451, 9-11=-8/1820 WEBS 2-14=0/506,5-13=-33/765,4-13=-362/122,6-13=-769/139,6-11=0/433,8-11=-373/138, 2-15=-2017/105 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. P }0 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 (3j N., - -. a/ 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. 1,4 ,. -7 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,9. <t- 89782 P E (.- 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. i 1 1 F ,., ,,,_ 7°'''''") 4' OREGON '��' EXPIRES: 12/31/2016 April 11,2016 4 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 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 .�yk MiT a always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' 84 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,051-89 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 K1887525 16-DD5310 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 16:06:37 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-_gn415612QMx5GWzCw6?QDITc8Qy8Z444L1EgvzRkmW 7-1-2 I 13-5-15 I 20-0-0 I 26-6-1 I 32-10-14 I 40-0-0 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 7-1-2 5x5 = Scale=1:78.7 MT1.5x3 on each face of both ends of un-plated members 5 ii 3x4 67 68 3x4 4 6 co 3x6 i 3x6 7 N 7.00 12 3x5 i3 2x3 // 2 0 8 ci 1 ri 14 13 12 11 10 0 3x5 = 3x4 // 3x4 = 5x8 = 3x4= 3x6 = OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER 4-0-0 4--12 10-11-10 I 23-2-0 I 29-0-6 I 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)-- [9:0-0-4,0-0-11,112:0-4-0,0-3-01.[14:0-2-0,0-0-121 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 0.59 Vert(LL) -0.21 10-66 >964 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(TL) -0.69 10-66 >295 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.14 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-AS 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=1415/0-5-8,14=1795/0-5-8,11=150/0-5-8 Max Horz 14=210(LC 7) Max Uplift 9=-1300(LC 26),14=-1314(LC 25),11=-57(LC 26) Max Gray 9=2208(LC 23),14=2460(LC 24),11=179(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-884/1170,2-4=-1655/782,4-5=-1263/436,5-6=-1715/945,6-8=-2804/1711, 8-9=-3947/2549 BOT CHORD 1-14=-406/97,13-14=-858/1432,12-13=-2055/2529,11-12=-2465/3348, 10-11=-2465/3348,9-10=-2349/3447 WEBS 2-13=-755/1133,4-13=-695/706,5-12=-33/766,4-12=-560/424,6-12=-770/139, 6-10=0/435,8-10=-375/138,2-14=-2815/1637 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 fp Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. fi � 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 C G(N� U/ 4)Unbalanced snow loads have been considered for this design. C\ � S 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` :9782 P E {" 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=lb) 9=1300,14=1314. 9)This truss has been designed for a total seismic drag load of 5200 lb with dead loads only.Lumber DOL=(1.60)Plate grip " c,,, '� J DOL=(1.60) Connect truss to resist drag loads along bottom chord from 4-0-0 to 23-2-0 for 271.3 plf. �p 'S •REGO c::)'*:10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum `:�" sheetrock be applied directly to the bottom chord. -9„e, Al y 1 , ,;<� '--AUL. 9s1 EXPIRES: 12/31/2016 April 11,2016 a o 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,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 MIT�k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6Y® 1 IC 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 K1887526 16-DD5310 A13 GABLE 1 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:38 2016 Page 1 ID:ozXa38A0LIASg6sCLm in3Tzd?FO-SsLTVR7fpkUojQ59mdeEzQrgTXrMtulDJ?m nCLzRkmV I 7-1-2 1 13-5-15 I 20-0-0 26-6-1 I 32-10-14 I 39-10-8 7-1-2 8-4-13 6-6-1 6-6-1 6-4-13 6-11-10 5x5 = Scale=1:75.4 5 MT1.5x3 on each face of both ends of un-plated members 4x10 \\ 31 32 3x5 // 3x6 G 4 6 3x6 t° 7.00 123 7 2x3\' N S 2x3 ,/../ 2 //1441444 1 9 voI /rte kr. Ln 0 5x8= 13 12 33 11 10 5x8 = 5x8 II 4x5= 1411 10x10 = 4x10 II 1-1-9 I 4-2-12 I 10-11-10 113-0-0 12 15 20-0-0 I 29-0-6 I 39-10-8 I 1-9 3-1-3 6-8-14 2-0-6 0-5- 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,Edael,[6:0-1-12,0-0-81,19:0-1-5,0-0-51,110:0-6-8,0-2-01.[11:0-5-0,0-7-121,[12:0-3-0,0-1-8],[13:0-2-8,0-2-8] LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP TCLL(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 Incr 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=-258(LC 6) Max Uplift 9=-613(LC 11),1=-390(LC 17),12=-1614(LC 10) Max Gray 9=3850(LC 20),1=184(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=-209/1179,2-4=-229/1382,4-5=-1449/339,5-6=-1500/313,6-8=-4757/793, 8-9=-5060/833 BOT CHORD 1-13=-1081/422,12-13=-1337/441,11-12=-1585/479,10-11=-304/2930,9-10=-646/4318 WEBS 2-13=-362/214,4-13=-50/550,4-11=-586/3880,5-11=-210/998,6-11=-2782/590, 6-10=-539/3590,8-10=-470/243,4-12=-4854/801 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: PR OF Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x10-2 rows staggered at 0-9-0 oc. �� \AG(NE'€ 61 / Webs connected as follows:2x4-1 row at 0-9-0 oc,2x10-2 rows staggered 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 <Cr ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 8 w 782 P E fit"'" 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)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate / a� grip DOL=1.60 .'s. 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 f (.,, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �g 'S7 OREGON * " 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 ? '11/(dr] Q`, * 6)Unbalanced snow loads have been considered for this design. '17,„,? /fly 1 7)Gable studs spaced at 1-4-0 oc. PA u �� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)A plate rating reduction of 20%has been applied for the green lumber members. 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(jt=lb) EXPIRES: 12/31/2016 9=613,1=390,12=1614. April 11,2016 a riantihlydhnns>rsiemt&-in snail!sl.14-n-it from 19-n-n to:IQ-10-R b 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,notPall. 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 MiTek' K 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 Qty Ply Westerman-Greenburg K1887526 16-DD5310 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 16:06:38 2016 Page 2 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-SsLTVR7fpkUojQ59mdeEzQrgTXrMtuIDJ?mnCLzRkmV NOTES- 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3700 lb down and 653 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(pit) Vert:1-5=-64,5-9=-64,1-33=-20,9-33=-251(F=-231) Concentrated Loads(Ib) Vert:33=-3700(F) a 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 �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' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the BVB i !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 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 K1887527 16-DD5310 A14-DT ROOF SPECIAL STRUCTU 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:39 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?F0-w3yrjn8Ha1cfKZgMKL9TVeOo7x6FcRkNYfWLkozRkmU 1 7-1-2 1 13-5-15 1 20-0-0 26-6-1 32-10-14 39-10-8 7-1-2 6-4-13 8-6-1 6-6-1 6-4-13 6-11-10 I 5x8 M18SHS= Scale=1:76.2 6 3x4* 19 20 3x4 5 7 3x6 3x6 7.00 12 4 g i 3x43\�.' �+ 2x3// g 2x3 II 00/S 2 1 0 m N Of .. Im 3x5= Birk' �XXXX� o 18 17 16 15 14 13 12 11 3x5 3x4= 3x4= OFF JOINT BEARINGS SHALL BE REVIEWED i 1-10-2 a— 10-11-10 1 13-5-1 1 1 19-8-8 5x8 -1-9 i 263-21-'32 1 25-0-6 1 AND APP �V4ED BY THE BUILpING DESIGNER 1-10-2 8-9-10 2-5-7 6-3-7 3-5-1 3-1-3 2-9-9 10-10-2 0-3-14 Plate Offsets(X,Y)-- 13:0-1-12,0-1-01.)10:0-1-1,0-1-81,115:0-4-0,0-3-01 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 0.65 Vert(LL) -0.27 10-11 >618 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.8610-11 >192 180 M18SHS 220/195 BCLL 0.0 Rep Stress InaYES WB 0.64 Horz(TL) 0.02 10 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 5-1-12 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 OF Std G WEBS 1 Row at midpt 5-15,7-15,6-15 REACTIONS. All bearings 0-3-8 except(jt=length)10=Mechanical,15=6-6-15,15=6-6-15,18=0-7-12,13=3-4-11. (Ib)- Max Horz 18=-211(LC 6) Max Uplift All uplift 100 lb or less at joint(s)15 except 10=-276(LC 26),18=-411(LC 25),12=-129(LC 5) Max Gray All reactions 250 lb or less at joint(s)13,16,14 except 10=672(LC 23),15=1987(LC 1),15=1987(LC 1),18=820(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-328/248,3-5=-661/532,5-6=-301/528,6-7=-133/524,7-9=-685/391, 9-10=-1040/634 BOT CHORD 17-18=-555/711,16-17=-762/749,15-16=-762/749,14-15=-192/255,13-14=-441/504, 12-13=-690/737,11-12=-690/752,10-11=-572/912 WEBS 3-17=-285/121,5-17=-12/346,5-15=-686/147,7-15=-830/128,6-15=-839/14, 7-11=0/565,9-11=-422/140,2-18=-254/106,3-18=-882/806 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 . o P I Oir``e 3)Unbalanced snow loads have been considered for this design. A. ii r 4)All plates are MT20 plates unless otherwise indicated. ; C- GI QE-&, `0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,,,F,::.3\ ,�" 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. 'Cr 9782 PE c' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except(jt=1b) 10=276,18=411,12=129. ' 9)This truss has been designed for a total seismic drag load of 1600 lb with dead loads only.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 13-5-1 to 20-0-0,22-10-1 to 26-2-12 for 160.5 plf. t -, •RECON *,: EXPIRES: 12/31/2016 April 11,2016 e 8 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,notIIII 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 iY6 1 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 KI887528 16-DD5310 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 16:06:40 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-OFTDw79vLLkWyjFYt2gi2rw06LVnLzq WmJFuGEzRkmT 1-0-01 6-5-14 12-6-0 1 18-6-2 1 25-0-0 26-0-0 1-0-0 6-5-14 6-0-2 6-0-2 6-5-14 1-0-0 4x4 = Scale=1:50.2 MT1.5x3 on each face of both ends of un-plated 4 members 7.00 12 Ill( 49 2x3 \\ 2x3// 5 ,,?, 2 g 01 X41 ]>( V 7 II' 3x4= 10 9 8 3x4= 3x4 = 3x4 = 3x4= 8-5-15 1 16-6-1 1 25-0-0 1 8-5-15 8-0-2 8-5-15 Plate Offsets(X,Y)-- 14:0-2-0,0-1-121 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 0.51 Vert(LL) -0.10 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(TL) -0.34 6-8 >857 180 BCLL 0.0 Rep Stress Ina- YES WB 0.26 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:195 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-12 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=1109/0-5-8,6=1109/0-5-8 Max Horz 2=178(LC 9) Max Uplift 2=-274(LC 10),6=-274(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1613/386,3-4=-1419/422,4-5=-1419/422,5-6=-1613/386 BOT CHORD 2-10=-338/1370,8-10=-110/877,6-8=-219/1301 WEBS 4-8=-186/617,5-8=-409/290,4-10=-186/617,3-10=-409/290 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;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 ll;Exp B;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. o P 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 �fifi non-concurrent with other live loads. Ca t t ��t 6)Gable studs spaced at 1-4-0 oc. ��: ,� S,9 �? 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4{J 8)A plate rating reduction of 20%has been applied for the green lumber members. 89782 PE �T" 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) l 2=274,6=274. . y " 17 OREGON s, h PAu� �t�,. EXPIRES: 12/31/2016 April 11,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. NM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 MiT�yk°' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M1 Quality Crtieda,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 K1887529 16-DD5310 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 16:06:42 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-LebzLpAAsy_DB1Px?TiA7GOIA996psLpEdk?L7zRkmR 11-0-01 I 7-2-14 14-0-0 I 20-9-2 I 28-0-0 ?9-0-01 1-0-0 7-2-14 6-9-2 6-9-2 7-2-14 1-0-0 Scale=1 52.2 4x5= MT1.5x3 on each face of both ends of un-plated 4 members ril 7.00 12 56 / 57 2x3\\ 2x3 // 3 5 • \ ..- 2 6 YI1 -� u ml 7 I 10 9 8 8o 3x4 = 3x4 = 3x4 = 3x4= 3x4 = 9-5-15I 18-6-1 I 28-0-0 9-5-15 9-0-2 9-5-15 Plate Offsets(X,Y)-- 14:0-2-8,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.16 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -0.52 6-8 >630 180 TCDL 7.0 ert( ) BCLL 0.0 Rep Stress Incr YES WB 0.33 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 9-9-9 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=197(LC 9) Max Uplift 2=-304(LC 10),6=-304(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1821/436,3-4=-1603/476,4-5=-1603/476,5-6=-1821/436 BOT CHORD 2-10=-385/1548,8-10=-125/988,6-8=-252/1472 WEBS 4-8=-210/700,5-8=-465/327,4-10=-210/700,3-10=-465/327 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;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. ,o PR Op, 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 ' GLNE , :5/ 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. 44 8)A plate rating reduction of 20%has been applied for the green lumber members. C't, 8•'782 P E �c- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) / r • , 2=304,6=304. i� - i s. -VA, OREGON �' EXPIRES: 12/31/2016 April 11,2016 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not bill. 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 6 VI B 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 Job Truss Truss Type Qty Ply Westerman-Greenburg K1887530 16-DD5310 CGO1 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 16:06:42 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-LebzLpAAsyDB1Px?TiA7GOGN982pnQpEdk?L7zRkmR I-1-5-0 I 2-7-6 5-5-5 8-3-4 11-1-3 I 13-11-2 I 17-11-10 181312 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 I I Scale=1:46.7 8 4.95 12 4x4 7 2x3 1 14 ja 6 a 3x4 5 2x3 I I i 3x5% q 1► 03 13 01 II Z1 28: ,r i �L. =� 1512 16 11 17 10 3x8% g 3x4 = 8x8 = 4x8 M18SHS II 3x12 II 5-5-5I 11-1-3 1 16-9-1 18-3-2 5-5-5 5-7-14 5-7-14 1-6-1 Plate Offsets(X,Y)-- 17:0-1-0,0-1-81,18:0-2-4,0-1-121,19:Edoe,0-3-81,111:0-4-0,0-4-41 LOADING (psf) 5 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 0.78 Vert(LL) -0.15 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.75 Vert(TL) -0.3610-11 >594 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:122 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-5 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. 8-9,8-10,7-11:2x4 DF No.2 WEBS 1 Row at midpt 7-10 2 Rows at 1/3 pts 8-9 REACTIONS. (lb/size) 9=3084/Mechanical,2=2172/0-7-6 Max Horz 2=224(LC 7) Max Uplift 9=-168(LC 10),2=-104(LC 10) Max Gray 9=3271(LC 15),2=2212(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-4559/174,4-5=-4468/215,5-6=-3163/144,6-7=-3138/175,7-8=-771/70, 8-9=-3231/203 BOT CHORD 2-12=-207/4104,11-12=-175/3543,10-11=-59/1630 WEBS 8-10=-188/3340,7-10=-2234/153,7-11=-143/2821,5-11=-1030/92,5-12=-50/879, 6-11=-659/82,4-12=-409/94 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. c P R Q 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 Qt �` non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. ':\‘49o°7 jd � 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ma.r -v 7)A plate rating reduction of 20%has been applied for the green lumber members. gf 782 P E {' 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)except(jt=lb) / . 9=168,2=104. NW 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 co,, 40 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 ,y 57,,"©REGON . �„ 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 262 lb down and 13 lb up at 11-1-3 &� , 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 lb down and 3 lb up at 5-5-5,71 Ib down �, �Y and 3 Ib up at 5-5-5,111 Ib down and 5 lb up at 8-3-4,111 Ib down and 5 lb up at 8-3-4,140 lb down and 7 Ib up at 11-1-3,469 p PA I1 L lb down and 23 lb up at 13-11-2,579 lb down and 28 lb up at 16-9-1,143 lb down and 7 lb up at 11-1-3,and 315 lb down and 15 lb up at 13-11-2,and 339 lb down and 17 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 s data)CASE ffeuRPandarrt April 11,2016 a A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTeh®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 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 Qually 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 K1887530 16-DD5310 CGO1 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 16:06:42 2016 Page 2 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-LebzLpAAsy_DB1Px?TiA7GOGN982pnQpEdk?L7zRkmR 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=-918(F=-579,13=-339)11=-283(F=-140,13=-143)5=-400(F=-200,B=-200)12=-142(F=-71,B=-71)6=-527(F=-265,B=-262)4=-224(F=-112,B=-112) 13=-78(F=-39,B=-39)15=-72(F=-36,B=-36)16=-222(F=-111,6=-111)17=-784(F=-469,B=-315) a B AI 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 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" iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the B li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 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 K1887531 16-DD5310 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 16:06:43 2016 Page 1 ID:ozXa38A0LIASg6sC zd?FO-pg9MZ 4pB_78r3r2 YOkYSWYD9ySHUYtZzRkmQ -1-5-0 I 2-7-6 5-5-5 I 8-3-4 11-1-3 I 13-11-2 I 17-11-10 18r312 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 I I Scale=1:46.6 8 4.95 12 4x4 \\ '' 2x3 II 14 la,6 3x4 S -1 2x3 II 3x5 4 i 3 z.0000 13 �1 2t�/ .. mini gLi; 15 16 10 11 17 3x9 = 12 9 3x4 = 8x8 = 4x8 M18SHS II 3x12 II 5-5-5I 11-1-3 16-9-1 118-3-2 5-5-5 5-7-14 5-7-14 1-6-1 Plate Offsets(X,Y)-- 12:0-10-15,Edgel,17:0-1-8,0-1-01,18:0-1-0,0-1-121,19:Edge,0-3-81,111:0-4-0,0-4-41 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 0.99 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 InaNO WB 0.74 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 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;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. P R 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 c non-concurrent with other live loads. �( 5)All plates are MT20 plates unless otherwise indicated. \� l`. "j��;y 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' ' -c 'Y 7)A plate rating reduction of 20%has been applied for the green lumber members. 4" 89782 P t T" 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)except(jt=lb) % � 9=184,2=106. 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 IbOR OREGON c'' " 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 (j� ' c 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 lb down and 3 lb up at 5-5-5,71 lb down 1 T '11P?Y. 1, and 3 lb up at 5-5-5,111 lb down and 5 lb up at 8-3-4,111 lb down and 5 lb up at 8-3-4,140 lb down and 7 lb up at 11-1-3,140 /p� Rt 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 28UL 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 April 11,2016 (WAD CASE fSiipR andarri 8 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8711.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �k MiT ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl i !l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS8-89 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 K1887531 16-DD5310 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 16:06:43 2016 Page 2 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-pg9MZ9BodG64pB_72BDPgUYOkYSWYD9ySHUYtZzRkmQ 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,B=-140)5=-400(F=-200,B=-200)12=-142(F=-71,B=-71)6=-530(F=-265,B=-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) • e t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®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 V#R AjT�k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 9 B IC fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criterla,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 Truss Truss Type Qty Ply Westerman-Greenburg K1887532 16-DD5310 DO1 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 16:06:44 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd7FO-HOikmVCQOaFxRLZJ6ukeCh5kNyzxHgp6hxE6P?zRkmP I -1-0-0 8-0-0 I 16-0-0 I 1-0-0 8-0-0 8-0-0 4x4= Scale=1:33.9 MT1.5x3 on each face of both ends of un-plated members 4 7.00 12 24 25 000000000001011111111111111111111111# 57 9 2x3 I 2x3 II v> 3 5 .rl V 6 2 4 a 1 a Ic •......... - 9 %.......... 3x4 = 2x3 I I 2x3 II 3x4= 11 10 2x3 I I 8 7 I 3-4-4 I 8-0-0 I 12-7-12 I 16-0-0 3-4-4 4-7-12 4-7-12 3-4-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.01 9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(TL) -0.03 8-9 >999 180 BCLTCDL L 0.0 7.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:82 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. All bearings 3-7-12 except(jt=length)10=0-3-8,8=0-3-8. (Ib)- Max Horz 2=114(LC 7) Max Uplift All uplift 100 lb or less at joint(s)2 except 11=-162(LC 10),7=-176(LC 11) , Max Gray All reactions 250 lb or less at joint(s)10,8 except 6=283(LC 1),2=362(LC 1),11=283(LC 17), 7=314(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-440/20,3-4=-508/77,4-5=-508/75,5-6=-437/18 BOT CHORD 2-11=0/367,10-11=0/367,9-10=0/367,8-9=0/367,7-8=0/367,6-7=0/367 WEBS 3-11=-328/181,5-7=-343/184 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=38ft;Cat.ll;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1 �� tO P R QL' 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 [ /2 non-concurrent with other live loads. A� � i�a 6)Gable studs spaced at 1-4-0 oc. t,47. „Sy 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1:9782P E v-- 8) `8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) ` 11=162,7=176. • tr^P • EGC?(V �; -Tit -A U 1_ --J EXPIRES: 12/31/2016 April 11,2016 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 Mack®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 IR M€T�1. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qually 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 e Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5310 D02 Roof Special 6 1 K1887533 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:44 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-HOikmVCQOaFxRLZJ6ukeChSfWyu_Hos6hxE6P?zRkmP -1-0-0I 8-0-0 13-0-0 1-0-0 8-0-0 I 5-0-0I 4x4 = Scale=1:30.2 3 /I 7 7.00 Fir 8 3x4 4 rn 2 N 1im 3x4 , 6 5 3x4 = 2x3 II 8-0-0 13-0-0 8-0-0 5-0-0 Plate Offsets(X,Y)-- [3:0-2-0,0-2-81,[4:0-1-4,0-1-81 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 0.61 Vert(LL) -0.08 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.28 2-6 >533 180 BCLL 0.0 Rep Stress!nor YES WB 0.20 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:55 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=613/0-5-8,5=526/Mechanical Max Horz 2=110(LC 7) Max Uplift 2=-24(LC 10),5=-1(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-622/20,3-4=-547/42,4-5=-508/23 BOT CHORD 2-6=0/430 WEBS 4-6=-17/446 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. n 0 PR Qt-5 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)2,5. c.',.., Cs ,AG(N , °0 �' 8 782 P E Srt"" f <0 OR G N '� it '°A ill_l Ra 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 �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 ®id6 R AHTek' 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 Qualtly 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 K1887534 16-DD5310 D02-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 16:06:45 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-IDG6_gD29tNo2U7 WgbGtIvepOMD308UFwbzfyRzRkmO 8-0-0 13-0-0 8-0-0 5-0-0 1 4x8 M18SHS= Scale=1:33.9 2 F, 7 7.0012 8 3x5 1 Illillill ''' r , 3x5 = 3x4 = 4 6 5 3x5 11 9-0-15 13-0-0 9-0-15 3-11-1 Plate Offsets(X.Y)— 11:0-2-8,Edgel,[3:0-2-4,0-1-81,14:0-3-0,0-1-81 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 0.66 Vert(LL) -0.09 1-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.29 1-6 >335 180 M18SHS 220/195 TCDL 7.0 ert( ) BCLL 0.0 Rep Stress lncr YES WB 0.68 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:53 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 4-5-13 oc bracing. REACTIONS. All bearings 9-0-15 except(jt=length)4=Mechanical,5=0-3-8. (Ib)- Max Horz 1=103(LC 7) Max Uplift All uplift 100 lb or less at joint(s)except 1=-1240(LC 25),4=-1341(LC 26),6=-379(LC 25), 5=-192(LC 1) Max Gray All reactions 250 lb or less at joint(s)5 except 1=1431(LC 24),4=1460(LC 23),6=922(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2366/2300,2-3=-1686/1475,3-4=-1408/1356 BOT CHORD 1-6=-1874/1908,5-6=-348/369 WEBS 2-6=-406/76,3-6=-1497/1511 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)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. c PR OF 6)A plate rating reduction of 20%has been applied for the green lumber members. Q. { 7)Refer to girder(s)for truss to truss connections. L-" t I N E"p „4'4) 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1240 lb uplift at joint 1,1341 lb uplift at Gs:.; joint 4,379 lb uplift at joint 6 and 192 lb uplift at joint 5. C{J 9)This truss has been designed for a total seismic drag load of 3700 lb with dead loads only.Lumber DOL=(1.60)Plate grip 'C ` 89782�'E :Fa. DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 9-1-0 for 407.4 plf. �f OREGON '', � 'A it RYA ,� :C. I°AUL c" EXPIRES: 12/31/2016 April 11,2016 B I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. l' 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 the design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i V G 1 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 e Job Truss Truss Type Qty Ply Westerman-Greenburg K1887535 16-DD5310 E01 ROOF SPECIAL 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 16:06:45 2016 Page 1 ID ozXa38A0LIASg6sCLmin3Tzd?FO-IDG6_gD29tNo2U7 WgbGtIvegiM9605UFwbzfyRzRkmO 4-2-14I 8-0-0 j 11-9-2 l 16-0-0 4-2-14 3-9-2 3-9-2 4-2-14 5x5= Scale=1.30.8 3 MT1.5x3 on each face of both ends of un-plated IA members %1 1\)1 7.00 12 25 26 2x3 \\ 2x3 // 2 4 , l Ipp l 1 I'l 11 11 11111&_ 5 ORM II II m' 17 8 28 7 ♦_ _ 4x8 = -. 4x9 II 4x9 11 `4x8= 9 27 29 6 5-5-15II 10-6-1 16-0-0 5-5-15 5-0-2 5-5-15 Plate Offsets(X,Y)— [1:0-4-0,0-1-111,13:0-2-8,0-1-81,[5:0-4-0,0-1-111,[7:0-5-12,0-2-01,[8:0-5-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEF L. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.10 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.23 7-8 >566 180 TCDL 7.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R0% BCDL 10.0 Weight:118 lb FT= LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD 2x8 DF SS 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=-102(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 1=-163(LC 10),5=-142(LC 11),9=-368(LC 10),6=-183(LC 11) Max Gray All reactions 250 lb or less at joint(s)except 1=1009(LC 1),5=868(LC 1),9=2197(LC 1),6=1170(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3168/528,2-3=-3025/543,3-4=-2355/427,4-5=-2485/412 BOT CHORD 1-9=-479/2690,8-9=-479/2690,7-8=-238/1637,6-7=-310/2099,5-6=-310/2099 WEBS 3-7=-143/757,3-8=-357/1984 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)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. P A 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)Gable studs spaced at 1-4-0 oc. \ Ce, ( '9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. q.i -7 7)A plate rating reduction of 20%has been applied for the green lumber members. &9782 P E r"- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 lb uplift at joint 1,142 lb uplift at joint 5,368 lb uplift at joint 9 and 183 lb uplift at joint 6. / � �, 9)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 1* ,REGON 'w'�� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 S '44y ' Loads Uniform Vert:1-3=-64,3-5=-64,1-27=-20,27-28=-740(B=-720),28-29=-190(B=-170),5-29=-20 � 't CA U L 's4� EXPIRES: 12/31/2016 April 11,2016 6 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �a 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 Wei( A k' M�T ' 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/TPI!Qualify Criteria,D511-89 and BCSI Building Component 250 Klug Circle Safety Informaton 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 K1887536 16-DD5310 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 16:06:47 2016 Page 1 ID:ozXa38A0LIASg6sCLm in3Tzd2FO-hbOsOWEIhVdVMoHuo0lLgKjDkAurUzbYNvSmOKzRkm M 4-5-10I 7-1-8 11-0-0 I 14-10-8 I 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 4x5 II Scale=1:45.0 4 MT1.5x3 on each face of both ends of un-plated members il 7.00 12 4x4 i 34 35 4x4 3 5 M 4x4 \\ 4x4// 0 2 6 40 41► V 7 1 • 1i it oI J o- -� Iq •®..ra►A•��®.eAA .. AAA� •A •A 10 9 $ o 5x8 = 3x12 M18SHS II 5x10 II 4x6 I I 4x6 I I __ 5x8= 17 16 15 14 13 12 36 11 6x8 3x12 M18SHS II 5x10 I I 4-5-10I 7-1-8 9-10-4 111-0-0 14-10-8 I 17-6-6 22-0-0 1 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],[14:0-7-4,0-2-81,[16:0-8-4,0-1-81 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) -0.05 8 >999 240 MT20 220/195 (Roof Snow=25.0) 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/TPI2007 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 puffins. 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=-140(LC 6) Max Uplift All uplift 100 lb or less at joint(s)17 except 1=-126(LC 17),7=-523(LC 11),14=-274(LC 17),16=-353(LC 17),12=-773(LC 17),13=-104(LC 11), 11=-1150(LC 11) Max Gray All reactions 250 lb or less at joint(s)1,14,16,12,15,17 except 7=3096(LC 17),13=680(LC 17),11=6547(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-110/450,2-3=-134/770,3-4=-136/1055,4-5=-167/1249,5-6=-574/106, 6-7=-2915/478 BOT CHORD 1-17=-403/169,16-17=-403/169,15-16=-403/169,14-15=-403/169,13-14=-672/242, 12-13=-672/242,11-12=-821/281,9-11=-23/472,8-9=-363/2470,7-8=-363/2470 WEBS 4-11=-1074/176,4-12=-297/46,5-11=-2645/521,5-9=-472/2789,6-9=-2699/522, 6-8=-447/2753,3-12=-408/117,3-14=-51/353,2-14=-393/119,2-16=-46/327 r p R ape SS NOTES- CO" t' GIN /0 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; C ''i 'SS ,, MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate {Cr -Y grip DOL=1.60 P'782PE T.- 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)All plates are MT20 plates unless otherwise indicated. 17 OREGON N. 6)Gable studs spaced at 1-4-0 oc. , (j� �3 i'Z, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. d..- ii' 1 8)A plate rating reduction of 20%has been applied for the green lumber members. `t , u L �� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17 except(jt=lb) 1=126,7=523,14=274,16=353,12=773,13=104,11=1150. 10) 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 LOAD CASE(S) Standard April 11,2016 4 Cnntim ipri no nan.,9 b WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1. a muss 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 IMB li/r1 k'' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 9 K fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M11 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 K1887536 16-DD5310 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 16:06:47 2016 Page 2 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-hbOsOWEIhVd WloHuoOlLgKjDkAurUzbyNvSmOKzRkm M LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,1-36=-20,7-36=-750(B=-730) c t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1° 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 ll 11;Te1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ®YB I K fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI)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 K1887537 16-DD5310 GO1 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 16:06:47 2016 Page 1 I D:ozXa38A0LIASg6sC Lm in3Tzd?FO-hbOsOW E IhVd W IoHuool Lq Kj7 HApS UJYNvSmOKzRkm M 11-0-01 5-2-0 518 1i4 11-0-0 I 16-3-2 19-10E0 22-0-0 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 4 MT1.5x3 on each face of both ends of un-plated ...i••••••••70000000000000000000" members 7.00 12 41 42 3x4- ,/ := 4x6 M 3 5 m m ii — 6 2 I1 I 1 jv 0 /_e_e®A-e_e_e_e_ewem►Ae_a••AAs®Ae�A_e_eA 9 8 o 5x8= 3x7 II 4x10 II 7 5x8 M18SHS 11 10 8x10 M18SHS=3x12 M18SHS II 6x16 M18SHS II I 5-2-0 518-143 8-10-7 11-0-0 I 13-1-9 16-3-2 16-10,0 22-0-0 I 5-2-0 0-6-14 3-1-9 2-1-9 2-1-9 3-1-9 0-6-14 5-2-0 Plate Offsets(X,Y)-- 12:0-4-0,0-1-111,13:0-1-12,0-1-81,15:0-1-12,0-1-81,17:0-8-4,0-1-81.19:0-9-8,Edge1,(10:0-5-0,0-1-01,111:0-4-12,0-1-81 • TOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP CLL(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 IBC2012/TPI2007 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 DE 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.1&Btr G,3-10,5-9:2X4 DF Std G OTHERS 2X4 DF Std G REACTIONS. All bearings 12-1-12 except Qt=length)6=0-7-0. (Ib)- Max Horz 2=152(LC 9) Max Uplift All uplift 100 lb or less at joint(s)except 6=-941(LC 11),2=-168(LC 18), 10=-1307(LC 11),11=-1290(LC 18) Max Gray All reactions 250 lb or less at joint(s)2 except 6=5470(LC 18),10=7639(LC 1),11=271(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-174/841,3-4=-233/1569,4-5=-3855/697,5-6=-7175/1234 BOT CHORD 2-11=-720/228,10-11=-720/228,9-10=-97/841,7-9=-1017/6184,6-7=-1017/6184 WEBS 4-9=-1213/6938,4-10=-6114/1081,3-10=-773/204,3-11=-92/670,5-9=-3753/744, 5-7=-573/3599 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)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate �'r� � grip DOL=1.60 Nc�,< �1Ca1N.4.4, cS/0, 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 . '1 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 89782 R E �C 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 , �.illor non-concurrent with other live loads. MI 6)All plates are MT20 plates unless otherwise indicated. yr A � ^ 40 7)Gable studs spaced at 1-4-0 oc. ^7 OREGON N. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4'(,,� 't, L rt. 9)A plate rating reduction of 20%has been applied for the green lumber members. y 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 941 lb uplift at joint 6,168 lb uplift at `t �iA u ti.ANI joint 2,1307 lb uplift at joint 10 and 1290 lb uplift at joint 11. 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 689 lb up at EXPI RES: 12/31/2016 13-1-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. April 11,2016 9 f1Nltln,j thr61AfaCSICFIS\cardinn Inadc anniiad to rho faro of the in inn aro nntad ac front/F1 nrhank(RI 8 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE, Nur Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing k MiTe " is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the tYi 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 e Job Truss Truss Type Qty Ply Westerman-Greenburg K1887537 16-DD5310 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 16:06:48 2016 Page 2 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-9oyFcsFwSolNvys4LkpaNXGl1 Z9hDRzicZCJZmzRkmL 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=-64,2-9=-20,6-9=-750(F=-730) Concentrated Loads(Ib) Vert:9=-3900(F) 0 f a 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 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 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 �k M'T ° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IV6 ! 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 K1887538 16-DD5310 002 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 16:06:48 2016 Page 1 ID ozXa38A0LIASg6sC Lm in3Tzd?FO-9oyFcsFwSo)N vys4LkpaNXG PiZFG DZ?icZCJZmzRkm L 1-0-0 5-3-12 11-0-0 13-0-0 I 1-0-0 5-3-12 { 5-8-4 2-0-0 { 4x5= Scale=1:39.7 4 2x3 II l 7.00 12 2x3 3 • r> vo 2 11111111 .4 1-1- o / ►1 7 3x4 i 3x4= 6 3x4= I 938 l 13-0-0 9-3-8 3-8-8 Plate Offsets(X,Y)-- 12:0-2-6,0-1-81,14:0-2-8,0-1-121 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 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=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 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. o P R Qt 7)Refer to girder(s)for truss to truss connections. Qi 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 2 and 27 lb uplift at `C3"- NE . / joint 6. w 9782PE ..0-4-.-' ,, . . ./�ti��" OREGON ,... EXPIRES: 12/31/2016 April 11,2016 B b Al WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 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 1a 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/I111 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 K1887539 16-DD5310 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 16:06:49 2016 Page 1 I D:ozXa38A0LIASg6sC Lm in3Tzd?FO-_WdpC GZD6tEX6RHvRKpvloZQzcgy?9rrCxt5DzRkm K I 5-3-12 I 11-0-0 I 13-0-0 5-3-12 5-8-4 2-0-0 4x5= Scale=1:40.2 3 2x3 II / 7.00 12 2x3 '- 2 # it • .4 Lo 1 .44114116 3x6 i 8 7 6 5 3x5 I I 5x5= I 3-4-0 I 7-3-0 I 9-3-8 I 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)— 11:0-2-8,0-1-81,13:0-2-8,0-1-121,15:0-2-8,0-3-01.17:0-2-12,0-1-81 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 0.40 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.05 7-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.03 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R Weight:69 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 3-9-9 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) � - Q's 5Q 1=1694,5=1412,7=1062. C. ,�yIV L1 GI C, 2 8)This truss has been designed for a total seismic drag load of 3700 lb with dead loads only.Lumber DOL=(1.60)Plate grip c "9 1,, DOL=(1.60) Connect truss to resist drag loads along bottom chord from 3-4-0 to 11-2-0 for 472.3 plf. -Sr ' 32782PE t"` -9 OREGON '-, Nz•' �'A U Cal ¢ 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.10/03/2015 BEFORE USE. let 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 M�4�k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6X� ! i4 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl 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 K1887540 16-DD5310 H01 :STRUCTURAL GA 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:49 2016 Page 1 ID:ozXa38A0LIASg6sCLm in3Tzd?FO-d_WdpCGZD6tEX6RHAKpvlodrzg4y5xrrCxt5DzRkmK -1-0-0 I 4-5-8 8-11-0 9-11-0 1-0-0 4-5-8 4-5-8 I 1-0-0 Scale=1:20.7 4x4 = MT1.5x3 on each face of both ends of un-plated 3 members 7.00 12 15 16 Z--- (.:i 2 _ 4 q� 1 of 0 5 Io 1 6 2x3 II 3x4 = 3x4= 4-5-8 8-11-0 4-5-8 4-5-8 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 0.18 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=72(LC 9) Max Uplift 2=-69(LC 10),4=-69(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-447/56,3-4=-447/55 BOT CHORD 2-6=-7/324,4-6=-7/324 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)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. fis 6)Gable studssspaced 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. , sNAGl NE .- /0 8)A plate rating reduction of 20%has been applied for the green lumber members. �C • 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. 4t 89782PE 1- p „yam . � 1!' �, ter' -v OREGON 'R EXPIRES: 12/31/2016 April 11,2016 t 11.. t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 11 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 a 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 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl 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 a Job Truss Truss Type Qty Ply Westerman-Greenburg K1887541 16-DD5310 H02 Common 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:50 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-6A4?1 YGB_Q?59GOTT9r2SyLobNOJhYB_3shOdfzRkmJ -1-0-0 I 4-5-8 8-11-0 9-11-0 1-0-0 4-5-8 4-5-8 I 1-0-0 Scale=1:20.7 4x4= 3 7.00 12 8 7 N 4 2 7,1 5 Io 1 _ 6 2x3 II 3x4 = 3x4= I 4-5-8 I 8-11-0 I 4-5-8 4-5-8 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 0.18 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 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=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;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. , ` p PR of SS Ct" :9782PE C'" 7 •REGolv��, EXPIRES: 12/31/2016 April 11,2016 e 9 IMMO 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 MY 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/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 YP Qty Ply Westerman-Greenburg K1887542 16-DD5310 J01 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:50 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-6A4?1YGB_Q?59GOTT9r2SyLphN2HhZP_3shQdfzRkmJ -1-0-0 1-10-3 1-0-0 1-10-3 Scale=1:10.4 3 7.00 12 N 2 ' o 1 7114 3x4 = 4 1-10-3 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/TPI2007 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.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. � PR }/C i.9' Ca • GIN p cSf� �C' 89782PE OREGON b t' � RY1 ' <4�', -AUL ••�, EXPIRES: 12/31/2016 April 11,2016 a.a � 11 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 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/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 K1887543 16-DD5310 J02 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:51 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-aNeNEuHplj7ymQbfl sNH_AuzXnM2Q0f81WQz95zRkmI I -1-0-0 3-10-3 1-0-0 3-10-3 Scale=1:16.2 3 hl 7.00 12 5 N 2 oI = I) 1 4 3x4 = 3-10-3 3-10-3 LOADING (psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/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/TP12007 Matrix-R Weight:13 lb 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. 619 Co ,G,IN,t ` :9782 P E "),Tir <' -7 OREGON `Q QAY 1 l�Q ` rtrfi'AUL — EXPIRES: 12/31/2016 April 11,2016 B 9 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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' XIT�k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 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 K1887544 16-DD5310 J03 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:51 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-aNeNEuHplj7ymQbflsNH AutmnJyQOfBIWQz95zRkmI -1-0-0I 5-10-3 1 1-0-0 5-10-3 3 Scale=1:21.9 7.00 12 5 c/ Os M 2 3x4 = 4 5-10-3 5-10-3 LTCLL OADING (psf) 25 O SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.54 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/TPI2007 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=6.0psf;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)3,2. P R°Fe6'c 89782PE 1.44:Asy. 1,..., ' -V OREGON N., —AUL EXPIRES: 12/31/2016 April 11,2016 AWARNING-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 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 MiTek' R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Quality Criteria,DSB-89 and SCSI 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 K1887545 16-DD5310 J04 Jack-Partial 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:51 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-aNeNEuHplj7ymQbflsNH AunbnEuQOf8IWQz95zRkml -1-0-0 4-0-4 7-10-3 1-0-0 4-0-4 3-9-15 3 Scale=1:27.5 1' 7.00 12 5 2 o- 1 rql 3x4= 4 7-10-3 7-10-3 Plate Offsets(X,Y)-- 12:0-0-2,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!nor YES 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=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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=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. PRO \CD C�,�G j N +�''hj �� 8 •REGON c)fr� 9zs,kPAULRl EXPIRES: 12/31/2016 April 11,2016 4 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®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 MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the B VB F Rk fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 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-DD5310 J05 K1887546 Jack-Closed 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:52 2016 Page 1 ID ozXa38AOLIASg6sCLmin3Tzd?FO-2ZBISEIRWI FpOZAsaauWXNQ21Bba9R8HXAAXiXzRkmH -1-0-0 5-7-11 9-10-3 1-0-0 5-7-11 4-2-8 Scale=1:35.7 2x4 II 4 p 7.00 12 2x3 6 3 i • 2 1 I ii ►t ►/ 3x4 i 5 4x5 = 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 LTCLL OADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.53 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 InaYES WB 0.18 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 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. (Ib)-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.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. PR Q, 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. - N 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. ms's 89782PE -s7 OREGON ••• EXPIRES: 12/31/2016 April 11,2016 e 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 12 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 F IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl 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 K1887547 16-DD5310 J06 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 16:06:52 2016 Page 1 ID:ozXa38A0LIASg6sCLmin3Tzd?FO-2ZBISEIRW1 FpOZAsaauWXNQ2wBf09NfHXAAXiXzRkmH 1-0-0 I 6-7-2 11-10-3 I 1-0-0 6-7-2 5-3-1 3x4 II Scale=1:43.5 4 J 7.00 12 3x4 i 7 3 M r` V11 emii 2 o CR PM 3x4= 6 5 2x3 II 3x4 = 6-7-2 11-10-3 6-7-2 5-3-1 Plate Offsets(X,Y)-- 13:0-1-12,0-1-81 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 0.52 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.13 2-6 >999 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 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 puriins, 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. (lb)-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=6.0psf;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. o PR Qt. 6)A plate rating reduction of 20%has been applied for the green lumber members. Qt 7)Refer to girder(s)for truss to truss connections. c'� Gl NES tS6> 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2. 3- 9782PE �' �. - Vir -V OREGON 5' EXPIRES: 12/31/2016 April 11,2016 t 1 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 e�r� B 1BLi fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Qually 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 K1887548 16-DD5310 J07 Jack-Closed 12 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:53 2016 Page 1 ID.ozXa38AOLIASg6sCLmin3Tzd?FO-WI8faJ3HLNg0j128HP14bz7Ca GunyRmgv4E_zRkmG 1-1-0-01 6-7-2 13-0-0 1-0-0 6-7-2 6-4-14 Scale=1:45.4 3x4 I I 4 2 Too 12 7 3x4 3 2 44111111111111111111111111 3x4= 6 3x4=5 2x3 I I 6-7-2 13-0-0 6-7-2 6-4-14 Plate Offsets(X,Y)-- 13:0-1-12,0-1-81,I4:Edae,0-3-81 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 0.93 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.12 2-6 >999 180 TCDL 7.0 ert( ) BCLL 0.0 Rep Stress!nor YES WB 0.59 Horz(TL) 0.01 5 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 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. eR,O0 PR OFE., 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2. 9782PE fir' i OREGON . ... . "4. 2 tit` '. ''AUL EXPIRES: 12/31/2016 April 11,2016 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 M7ck®connectors.This design is based only upon parameters shown,and is for an individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Btl9 B IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T111 Qua16y 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 t Job Truss Truss Type Qty Ply Westerman-Greenburg K1887549 16-DD5310 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 16:06:53 2016 Page 1 ID:ozXa38A0LIASg6sCLm in3Tzd?FO-WII8faJ3H LNg0j128HP14bz8va_muoXRmgv4E_zRkmG 1 -0-0 6-7-2 13-0-0 r1-0-0 I 6-7-2 6-4-14 3x4 I I Scale:1/4"=1' 4 G 7.00 12 7 3x5\\ M 3 el 2 ?j1 r iil o M. :war: 1Mr'.Wrs1 14 .111II �wvA IawWa 3x6 6 5 3x5 II 5x5 6-7-2 13-0-0 6-7-2 6-4-14 Plate Offsets(X,Y)-- 12:0-2-8,0-1-81,[3:0-2-4,0-0-121,14:0-1-12,0-1-81,15:0-2-8,0-3-01,16:0-3-0,0-1-81 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 0.88 Vert(LL) -0.00 1 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(TL) 0.04 1 n/r 90 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:64 lb FT=0% BCDL 10.0 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=6.0psf;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)Gable requires continuous bottom chord bearing. C O P R Qfi 616'6)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. ,,yGCS‘ L NE - J,. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ° 5=867,2=1617,6=1639. 1{f - 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 ' '' , 9782 R E DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 13-0-0 for 338.5 plf. t� f 4/0 7 OREGON , ",7, Fy16 4'' r U1_ t EXPIRES: 12/31/2016 April 11,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT�k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' IC fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quaitiy 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 K1887550 16-DD5310 J08 JACK-CLOSED STRUCTUR 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:54 2016 Page 1 I D:ozXa38A0LIASg6sC Lmin3Tzd?FO-_xJ WsvJh1 eV WdtJ Ei_w_coWJX_KrdGAa_UfemQzRkmF -0-OI (1 6-7-2 I 13-0-0 I 1-0-0 6-7-2 6-4-14 3x4 I I Scale=1:48.8 4 r 7.00 12 8 3x4 \\ r"? 3 it 1:1 rI � M 2 7I1 .< p 1 o 3x7 i 3x5 II 5 7 6 5x5 = 6-7-2 8-6-14 13-0-0 6-7-2 1-11-12 4-5-2 Plate Offsets(X,Y)-- [2:0-2-8,0-1-81,[3:0-1-12,0-0-121,[4:0-1-12,0-1-81,[5:0-2-8,0-2-121,17:0-3-0,0-1-81 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 0.89 Vert(LL) -0.04 2-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.14 2-7 >570 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:65 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. WEDGE WEBS 1 Row at midpt 4-5,3-5 Left:2x4 SP No.3 REACTIONS. All bearings 8-6-14 except(jt=length)5=Mechanical,6=0-3-8. (Ib)- Max Horz 2=217(LC 9) Max Uplift All uplift 100 lb or less at joint(s)6 except 5=-725(LC 27),2=-1755(LC 26),7=-1363(LC 26) Max Gray All reactions 250 lb or less at joint(s)6 except 5=862(LC 24),2=1940(LC 25),7=1718(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3372/3318,3-4=-2483/2431 BOT CHORD 2-7=-2721/2750,6-7=-1146/1174,5-6=-1240/1268 WEBS 3-7=-1593/1442,3-5=-1483/1460 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 o P R oF - 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. 6)A plate rating reduction of 20%has been applied for the green lumber members. i� "' ,, )N ,h �/ 7)Refer to girder(s)for truss to truss connections. 44,, ,7 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=1b) «9782 P E t°" 5=725,2=1755,7=1363. 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 DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 8-7-0 for 512.6 plf. .1 J 40 -7 OREGON (;) Q EXPIRES: 12/31/2016 April 11,2016 c 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 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 FY!f!JB;rek' 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 K1887551 16-DD5310 J09 Jack-Partial 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:54 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd2FO-xJWsvJhleVWdtJEi_w coWIT_GndNPa UfemQzRkmF 4-0-4 I 7-10-3 4-0-4 3-9-15 2 Scale=1 29.3 7.00 12 4 7-7r4 v v 1 ' 3x4 4x6 I I 3 p591 7-10-3 5 9 7-4-10 Plate Offsets(X,Y)-- [1:0-0-14,0-0-31,[1:0-0-14,0-7-131 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 0.96 Vert(LL) -0.16 1-3 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.63 Vert(TL) -0.51 1-3 >181 180 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:24 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. WEDGE Left:2x4 DF Std-G REACTIONS. (lb/size) 2=222/Mechanical,3=101/Mechanical,1=323/0-2-3 Max Horz 1=112(LC 10) Max Uplift 2=-77(LC 10) Max Gray 2=262(LC 14),3=143(LC 5),1=331(LC 14) 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.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 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 at joint(s)1. _ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ? r P R°P ccj l„�c'3N y /L? � 97S2PE 11111111•OREGON EXPIRES: 12/31/2016 April 11,2016 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 MfT�k« is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteda,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 K1887552 16-DD5310 J10 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 16:06:55 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-S8tu4FKJoydNF 1 uRG1RD902Y8OhwMgIjD8OBIszRkmE 5-0-4 9-10-3 5-0-4 4-9-15 Scale=1:38.0 4x4 II 3 .00 12 6 • 2x3 2 1 '� EICI J r, b 3x4 = —� 5 4 2x3 II 3x4 II I 2-6-0 2- 114 9-10-3 I 2-6-0 0-3-14 7-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.05 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.13 4-5 >630 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:38 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. 2-5:2X4 DF Std G REACTIONS. (lb/size) 4=255/Mechanical,5=560/0-7-12 Max Horz 5=159(LC 9) Max Uplift 4=-54(LC 7),5=-2(LC 10) Max Gray 4=315(LC 14),5=577(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-465/126 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. 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)4,5. � ,C.) P R 0E- - 89782PE y" .; IWO likiiiiiiie EXPIRES: 12/31/2016 April 11,2016 a B 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,notPilii. 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 Ae,k A'T is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 1C 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 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 K1887553 16-DD5310 J11 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 16:06:55 2016 Page 1 ID:ozXa38AOLIASg6sCLm in3Tzd?FO-S8tu4FKJoydNF1 uRGiRD902UCOemMpMjD8OBIszRkm E 6-0-4 11-10-3 6-0-4 5-9-15 4x4 I I Scale=1:43.5 3 PITi 7.00 12 9 2x3 II r 2 1 IIAI v o �11 Krill 5 4 2x3 II 3x4 II 3x4 = 4-0-04-?7-I12 11-10-3 4-0-0 0--'12 7-7-7 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 0.83 Vert(LL) -0.06 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 VertTL -0.16 4-5 >557 180 BCLTCDL L 0.0 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-MR Weight:47 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. 2-5:2X4 DF Std G REACTIONS. (lb/size) 4=258/Mechanical,5=725/0-5-8 Max Horz 5=191(LC 9) Max Uplift 4=-51(LC 7),5=-19(LC 10) Max Gray 4=339(LC 14),5=751(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-275/73 WEBS 2-5=-557/137 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)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)4,5. ro P R o 4<-., 89782PE `/, —/ OREGON "Q'7 ii- � RE � UL EXPIRES: 12/31/2016 April 11,2016 B S Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMil. 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 6VH N rB Freke. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 9 R. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/711 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 K1887554 16-DD5310 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 16:06:56 2016 Page 1 ID ozXa38A0LIASg6sC Lm in3Tzd?FO-wKRGHbLyZG IEtBTdp PyS h Dblao0f5AZtSo8krJzRkm D 6-7-2 11-10-3 6-7-2 5-3-1 2x4 I Scale=1:41.6 3 7.00 12 3x4 6 2 ry 1 "I o =. 3x4 = 5 4 2x3 II 3x4 = 6-7-2 11-10-3 6-7-2 5-3-1 Plate Offsets(X,Y)-- 12:0-1-12,0-1-81,(3:0-2-0,0-0-81 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 0.47 Vert(LL) -0.04 1-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.14 1-5 >979 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 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. {� ore 89782PE40* ' OREGON <Z4tr^ der 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not111111,, 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 iVliTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 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 K1887555 16-DD5310 SP1 FLAT 8 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 S Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:56 2016 Page 1 ID:ozXa38A0LIASg6sCLm in3Tzd?FO-wKRGHbLyZGIEtBTdpPyShDbkHo5158wtSo8krJzRkm D 1-10-6 1-10-6 1 2 Scale=1:36.7 wil :111 • ■l�I 4 3 3x5 I I 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 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 0.56 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 Incr YES WB 0.57 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 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;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) ,(c es,, 4=1740,3=1740. 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 ,��. sem7.."___ DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 280.0 plf. . t{, 9)Graphical purtin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. 4.,C* 9782 P E r" 40 7 OREGON S)`, EXPIRES: 12/31/2016 April 11,2016 8 t 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 Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not Le 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' A A'Te,V is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 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 K1887556 16-DD5310 SP2 FLAT 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:57 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?F0-0 W?eVxMaKZt5UL2pN7ThER7otCRXgVO0gStI N IzRkmC 1-10-6 1-10-6 1 2 Scale=1:57.5 rsmrr� II ;1- 1:1 :1 I ur. 4 3 4x5 II 6x6= 1-10-6 1-10-6 Plate Offsets(X,Y)-- f1:0-1-8,0-2-Of 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 0.92 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 0.94 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 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.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)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. } 7)This truss has been designed for a total seismic drag load of 280 plf with dead loads only.Lumber DOL=(1.60)Plate grip SCO1 t2/ DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 280.0 plf. , fS 8)Graphical puriin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. �"4, 89782PE mit - OREGON ,= Tx.1tdAYt "2 pA UL tet`' EXPIRES: 12/31/2016 April 11,2016 Al WARNING- ter. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 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 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 a Job Truss Truss Type Qty Ply Westerman-Greenburg K1887557 16-DD5310 SP3 FLAT 6 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:57 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-O W?eVxMaKZt5UL2pN7ThER7pxCRXgYyOgStlNlzRkmC 1-10-6 1-10-6 1 2 Scale=1:45.2 :r:;a76s II 11' >.1' N co 11. U_— 4 3 3x5 II 8x8 = I 1-10-6 1-10-6 Plate Offsets(X,Y)— 11:0-2-4,0-2-5],13:Edae,0-3-41,14:0-3-0,0-1-81 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 0.88 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 Incr YES WB 0.72 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 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 Qt=1b) �{ckP R Ofie �S' 4=2198,3=2198. I o 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. 41.1 `.7 9)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. f 84'782 P E C--' f . - OREGON ^�' AN, �'�Irl ,� Q` EXPIRES: 12/31/2016 April 11,2016 6 t' A WARNING-Veiny design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MOM lit 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 FVB R �k iT " 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/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-DD5310 SP4 FLAT 4 1 K1887558 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Mon Apr 11 16:06:58 2016 Page 1 ID:ozXa38AOLIASg6sCLmin3Tzd?FO-tjZ1 iHNC5t?y6Ud?xq?wneg3kbmmZl NAv6drvBzRkmB 1-10-6 1-10-6 1 2 Scale=1:36.8 rammim, I mil• Mus EI IKWA I WA WA 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 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 0.56 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 Incr YES WB 0.58 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 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=165(LC 5) Max Uplift 4=-1749(LC 22),3=-1749(LC 23) Max Gray 4=1791(LC 21),3=1791(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1776/1758,1-2=-396/396 BOT CHORD 3-4=-396/396 WEBS 1-3=-1819/1819 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) %�Q. �( 61 61 4=1749,3=1749. I 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 ��Q` 'S /C, , DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 280.0 plf. 44 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 89782 P E } 40 fr. ix I-AUt_ Rl EXPIRES: 12/31/2016 April 11,2016 i B AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. IMMO 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 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 Girl ! IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualtty 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 Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. ii;bik6 Apply plates to both sides of truss 12 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. TOP CHORDS 0.1/16' 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves ll 111 liNtil bracing should be onside ed.five Tor I O ll MAW U 3. Never exceed the design loading shown and never LIC U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�8 ce-� cs-s 0 designer,erection supervisor,property owner and plates 0-'h6' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR-2362,ESR 1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. No...' 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member orplate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint ® k number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NM 111111.Mil18.Use ofgreen or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,pictures wordsalone Plate Connected Wood Truss Construction. and picturesbefore use.Reviewing DSB-89: Design Standard for Bracing. is not sufficien)t. BCSI: Building Component Safety Information, le Ie 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 quality Criteria. s Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 4