The URL can be used to link to this page

Plans )/s--vo3n `Zc7v S cv b2r-4, d5_ Date:4/18/16 RECEIVED To: Dan Nelson,City of Tigard 1 8 2016 From: Daryl Retzlaff OilyoF I41G/1RD 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 darvl@Imwproperties.com (503)680-0045 City of Tigard A• • • ec Plans By &Co Datec-1 1 OFFICE COPY Accepted by EOR 17,00-00 Julie Havelka 74.0 .0-00 5.0.0 54.0 5-0.0 .0,0 15-00-IP C0040 549-00 .5,00 .0,0 64040 1,06.0O .0-00 7,3-00 5,6-00 7•0100 .0.03 19005,0 9-0.0 5-00-00 5-06-00 .9,0 4-00-00 MB. for DL(17psf),SL (25psf)and wind 11 .,.. ....., .1:21=1.1111 19111111M1P% imam ''" drag loads Likli11141111111111rillilit1111111111illirgliiffir IINII eltffirPrO-Li I Elm 11 II III 0111 p _p.m__ , Am_ II . ,\ id._,,pkift-. /\ I die trigi 2016-04-14 , 11 IMIll . 1 JL /` ikwam !!. 2 I 11.11"II I III "II 11 IIII I-1-1-1 1 Pil c'. 4t ii „,r 0 •O tm '5'0 I lilt \411111111111 0. 4-11,10116. ,Aii.„hilkh. Am ... N,..' , IiiiiTAIN., liiiip- i7 N. -/ diniia- ---411...- . g - 2..... IllIl 1111211=1111 0 CC ..... C9) cD (15 Truss tons,connections use HUS28 unless noted otherwise E 0) °2' 2 iil 245 g 4..:z 5 1 1g: 82i3S k4 kii \Ii L'iral , ., � x Mil=IMiTekg MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 16-DD5309 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: K1893313 thru K1893347 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. gD PRO444 -7' 9782PE OREGON P UL i , - April 13,2016 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. I Job Truss Truss Type Qty Ply Westerman-Greenburg ti K1893313 16-DD5309 A01 GABLE 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:40 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-LIngGOLmgdj 16iN WCtLBPyL8_SUQEFI_?xz5tjzRB?5 7-1-2 13-5-15 20-0-0 26-6-1I 32-10-14 39-10-8 ' 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 6-11-10 MT1.5x3 on each face of both ends of un-plated 5x5= Scale=1:77.4 members 5 7.00 12 II 3x9\\ 41 42 3x4// 4 -::- 9 A 3x6<-- 3x6 M 7 O N 3x7 i 3 �, 2x3 // 2 1 .e°9°.e°11.--\ ? 9 qI r� ! ii �, Ln 14 13 12 11 10 0 4x5= 4x4 // 4x4= 7x10 M18SHS= 4x6 I I 4x7 = 3x7 // I 4-0-0 4-2112 10-2-14 11-11-9 20-0-0 I 29-9-2 I 39-10-8 I 4-0-0 0-2-12 6-0-2 1-8-2 8-1-0 9-9-2 10-1-6 Plate Offsets(X,Y)-- [2:0-3-4,0-1-81,[4:0-1-8,0-0-81,[6:0-1-12,0-0-81,[9:0-3-4,0-2-01,[10:0-4-4,0-1-81,[11:0-5-0,0-4-81,112:0-4-1,0-0-81 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 0.88 Vert(LL) -0.26 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.88 Vert(TL) -0.63 10-11 >678 180 M18SHS 220/195 BCLL 0.0 Rep Stress!nor NO WB 0.84 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-MR Weight:601 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. BOT CHORD 2x6 DF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Std G*Except* 6-0-0 oc bracing:1-14. 5-11:2x4 DF No.2,15-16,17-18,18-19,19-20,20-21:2x6 DF No.2 G OTHERS 2X4 DF Std G REACTIONS. (lb/size) 14=6080/0-5-8,9=5652/Mechanical Max Horz 14=265(LC 7) Max Uplift 14=-981(LC 10),9=-935(LC 11) Max Gray 14=6080(LC 1),9=5770(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-50/345,2-4=-6588/1144,4-5=-5596/1022,5-6=-5577/1003,6-8=-8531/1436, 8-9=-8737/1442 BOT CHORD 13-14=-777/4162,12-13=-1072/6587,11-12=-964/5916,10-11=-871/6108, 9-10=-1161/7492 WEBS 6-11=-2222/521,6-10=-479/3051,8-10=-408/226,5-11=-871/5169,4-11=-1753/461, 4-13=-2390/382,2-13=-343/2583,2-14=-7153/1201,4-12=-578/3600 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. P R Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Oai Webs connected as follows:2x4-1 row at 0-9-0 oc. �< \,„‘GtN '; 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to (- ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Lt,. -7 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;Cat.II;Exp B;enclosed; 4t- 8.782 P E T'` 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. 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 �OREGON r. 6)Unbalanced snow loads have been considered for this design. (/,q 12 7) )All plates are MT20 plates unless otherwise indicated. 8)Gable studs spaced at 1-4-0 oc. / �� "�� 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11) Refer to girder(s)for truss to truss connections. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 981 lb uplift at joint 14 and 935 lb uplift EXPIRES: '12/31/2016 at joint 9. April 13,2016 t ('l t0 jrdrBmeraris raffb-in cnanlel•l7_fl—n from 11-11-f1 to 40-ID-A A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev,10/03/2015 BEFORE USE.valid for use only with MiTek®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 MiTek` NiTek` 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/TPI)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 K1893313 16-DD5309 A01 GABLE 2 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:40 2016 Page 2 I D:FiUAI7ucrga_bRizyPgimXzef3c-LIngGOLmgdj 16iN WCtLBPyL8_SUQEFI_?xz5tjzRB?5 NOTES- 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2500 lb down and 449 lb up at 11-11-0 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=-20,12-38=-230(F=-210) Concentrated Loads(Ib) Vert:12=-2500(F) t if WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wel( Bek JB�T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the AC 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 K1893314 16-DD5309 A02 Roof Special 16 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48.41 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-pULCTkLORwrujsyjmasQx9uKOrgFzge7DbjfP9zRB s4 I 7-1-2 I 13-5-15 I 20-0-0 I 26-6-1 I 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=1:73.7 5 7.00 12 3x4 i 14 15 3x4 4 6 c. 3x6 i 3x6 0 7 N 3x4 i 3 )000/...0. x3// ' 8 ro 1 9 qI 9 ., h _ o 3x5 = 13 12 11 10 3x5= 3x4// 3x4 = 5x8 = 3x4 = 4-0-0 4-2112 10-2-14 I 29-9-2 I 39-10-8 4-0-0 0-2-12 6-0-2 19-6-3 10-1-6 Plate Offsets(X,Y)-- f11:0-4-0,0-3-01 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 0.79 Vert(LL) -0.21 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -0.71 9-10 >603 180 TCDL 7.0 ert( ) BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:202 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Std G 6-0-0 oc bracing:1-13. WEBS 1 Row at midpt 6-11,4-11,4-12 REACTIONS. (lb/size) 13=1865/0-5-8,9=1479/Mechanical Max Horz 13=-213(LC 6) Max Uplift 13=-28(LC 10),9=-28(LC 11) Max Gray 13=1865(LC 1),9=1485(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-39/490,2-4=-1461/68,4-5=-1409/113,5-6=-1417/101,6-8=-2188/86, 8-9=-2438/77 BOT CHORD 1-13=-321/70,12-13=-78/922,11-12=-9/1258,10-11=0/1594,9-10=-2/2024 WEBS 5-11=-15/888,6-11=-795/139,4-11=-314/134,6-10=0/564,8-10=-380/141,2-12=0/480, 2-13=-2072/73 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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. ) P R or 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. C<(" GIN `acs'/0' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 13 and 28 lb uplift at Com. ' '9' , joint 9. t.{, 42~' 89782 P E (on' ,_ a._. -57 OREGON y%• p ,`f?Y A 0 lam' EXPIRES: 12/31/2016 April 13,2016 t $ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE, 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 �k" 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 iIPE ! R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Crtieda,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 16-DD5309 A03 Roof Special 6 1 K1893315 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:42 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-Hgvah4MOCEzILOXvJH NfUNQX4FDyiE6HSFSCybzRB?3 7-1-2 13-5-151 20-0-0 1 26-6-1 32-10-14 39-10-8 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 6-11-10 5x8 M18SHS= Scale=1 76.2 5 7.00 12 i 3x4 i 14 15 3x4•� 4 6 3x6 ----- 3x6 co 0 7 3x4 i 3 .4 2x3// 2 .' 8 M 1 9 3x5= 13 12 11 10 o 3x5 = 2x3 // 3x4= 5x8= 3x4=- I l 4-0-0 4--112 10-2-14 20-4-81 29-9-2 39-10-8 1 4-0-0 0-2-12 6-0-2 10-1-10 9-4-10 10-1-6 Plate Offsets(X,Y)— (11:0-4-0,0-3-01 TCLL LOADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.18 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.60 9-10 >396 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:202 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 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 5-11,6-11,4-11 REACTIONS. (lb/size) 11=1925/0-7-9,9=616/0-4-0,13=795/0-5-8 Max Horz 13=-213(LC 6) Max Uplift 11=-11(LC 10),9=-24(LC 11),13=-22(LC 10) Max Gray 11=1925(LC 1),9=667(LC 15),13=924(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-39/495,2-4=-350/79,4-5=0/481,5-6=0/504,6-8=-608/78,8-9=-857/68 BOT CHORD 1-13=-325/70,12-13=-177/267,9-10=0/670 WEBS 5-11=-800/7,6-11=-807/139,4-11=-558/136,6-10=0/579,8-10=-399/141,4-12=0/311, 2-13=-927/66 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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. O P R Q -t� 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 11 lb uplift at joint 11,24 lb uplift at joint .�C . s 3)N �.- 0 9 and 22 lb uplift at joint 13. ' 4t" 89782PE fir- , i + OREGON >w` ` 17,99 4RY A6, Q`@ tr '.-AUL R\ EXPIRES: 12/31/2016 April 13,2016 B il.. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®O connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Niel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 9 !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 Oty Ply Westerman-Greenburg K1893316 16-DD5309 A04 Common 6 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:42 2016 Page 1 I D:F i UAI7ucrga_bRizyPgimXzef3c-Hgvah4MOC EzILOXvJH NfUN QXZFB V i DF H S FS CybzRB?3 7-1-2 13-5-15 I 20-0-0 I 26-6-1 32-10-14 40-0-0 4�1-0-Q 7-1-2 6-4-13 6-6-1 6-6-1 I 6-4-13 I 7-1-2 0- 5x5 = Scale=1:79.3 5 7.00 12i5 4x8 \\16 17 3x4 4 6 3x6 „ / ..,3x67 3x4 i 3 2x3 // 2 it 1 yI ./\ . 9el 10 m 0 3x5 = gi M Iv 15 '14 13 12 11 3x5= 2x3// 3x4 = 2x3\\5x8 = 3x4= 4-0-0 4-3-112 10-2-14 18-0-2 I 29-9-2 40-0-0 4-0-0 0-2-12 6-0-2 7-9-3 11-9-0 10-2-14 Plate Offsets(X,Y)-- 14:0-2-4,0-0-121,112:0-4-0,0-3-01 LOADING (pat) 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 0.68 Vert(LL) -0.18 9-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.78 Vert(TL) -0.59 9-11 >440 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:215 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 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. (Ib/size) 13=1400/0-7-12,15=1011/0-5-8,9=1008/0-5-8 Max Horz 15=-219(LC 8) Max Uplift 13=-15(LC 10),15=-19(LC 10),9=-47(LC 11) Max Gray 13=1400(LC 1),15=1087(LC 15),9=1060(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=42/488,2-4=-530/63,4-5=406/123,5-6=-418/108,6-8=-1205/91,8-9=-1476/82 BOT CHORD 1-15=-321/73,14-15=-144/388,13-14=-79/364,12-13=-562/171,11-12=0/740, 9-11=0/1178 WEBS 6-12=-809/135,4-12=0/1182,4-13=-1477/66,6-11=0/583,8-11=-386/140, 2-15=-1104/68 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs o PR Q ., 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. A )Ns �1 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 13,19 lb uplift at joint 'Cr-3 15 and 47 lb uplift at joint 9. $ = /89782 P E 1-- r l -V OREGON '..- IR- EXPIRES: 12/31/2016 April 13,2016 8 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing BYI B BiTek` 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,OSB-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 K1893317 16-DD5309 A05 GABLE 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:45 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-hFajJ60vV9LJCTGU?QwM6?220TD5vWNj8ChsywzRB?0 7-1-2 13-5-15 20-0-0 1 26-6-1 1 32-10-14 40-0-0 4II1-0-9 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 7-1-2 1-0-0 5x5= Scale=1:74.3 7.00 12 5 ii MT1.5x3 on each face of both ends of un-plated members 3x8 \\.;111 61 3x4 4 6 3x6 i 'r.:. 3x6 ' 4x9 i 3 a° / /110044118 72x3 //2 IM 1,,'I,LII IAt \AI _ I,.�.,I i41111111111 910ro 41 \` Iv 3x5= 15 14 13 62 12 11 4x7 = 3x8 M18SHS// 4x4 3x4 \\ 5x8= 3x4 = 1 4-0-0 4-2-112 10-2-14 I 15-7-12 15-1i112 29-9-2 1 40-0-0 1 4-0-0 0-J-12 6-0-2 5-4-14 0-4-0 13-9-6 10-2-14 Plate Offsets(X,Y)-- 12:0-4-0,0-2-0114:0-2-0,0-0-81,19:0-0-0,0-0-21,112:0-4-0,0-3-41,113:0-3-5,0-0-01,114:0-2-0.0-1-121,115:0-2-4,Edgel 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) -0.18 9-11 >999 240 MT20 220/195 TCDLSnow=25.70 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.59 9-11 >479 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.14 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 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 2-4-4 oc bracing. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 5-12,6-12,4-12,4-13,4-14,2-14,2-15 2-15:2x4 DF No.2 OTHERS 2X4 DF Std G REACTIONS. (Ib/size) 13=1531/0-8-0,15=842/0-5-8,9=1046/0-5-8 Max Horz 13=-219(LC 6) Max Uplift 13=-1541(LC 27),15=-3967(LC 26),9=-2004(LC 27) Max Gray 13=2553(LC 24),15=4500(LC 25),9=2651(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1669/1909,2-4=-3204/3076,4-5=-2530/2311,5-6=-1104/887,6-8=-3057/2294, 8-9=-4675/3822 BOT CHORD 1-15=-318/75,14-15=-2880/2953,13-14=-3138/3560,12-13=-3370/3072, 11-12=-3577/4007,9-11=-3417/4134 WEBS 5-12=-679/710,6-12=-806/135,4-12=-613/1312,4-13=-2610/1669,6-11=0/578, 8-11=-385/140,4-14=-1739/1922,2-14=-2123/2155,2-15=-5303/4903 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �a�Cc � PR st' Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. I N fes' 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 �Q 4)Unbalanced snow loads have been considered for this design. 444 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 'Cr 89782 P E �C non-concurrent with other live loads. 6)All plates are MT20 plates unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. --. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4D 9)A plate rating reduction of 20%has been applied for the green lumber members. ,,r� '� OREGON �', " 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1541 lb uplift at joint 13,3967 lb uplift `%E„4 tifeJA C. ri, ‹ atjoint 15 and 2004en lupliftat fora 9. .j L �1. 11)This truss has been designed a total seismic drag load of 220 plf with dead loads only.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 4-0-0 to 16-4-12 for 709.9 plf. EXPIRES: 12/31/2016 April 13,2016 B WARNING-Verify 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 �` 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 !Mei( IS.R r4 Tet( 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 Safely Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1893318 16-DD5309 A06 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:45 2016 Page 1 I D:Fi UAI7ucrga_bRizyPgimXzef3c-hFaj J60vV9LJCTG U?QwM6?20eTC_vbbj8ChsYwzRB?0 7-1-2 I 13-5-15 I 20-0-0 I 26-6-1 I 32-10-14 I 39-10-8 I 7-1-2 6-4-13 6-6-1 6-64 6-4-13 8-11-i0 5x5= Scale=1:73.7 5 7.00 12 31114/ 3x4% 14 15 3x4 4 6 3x6-i `° 3x6 7 0 3x5 i 3 )000,,,,, 2x3// 2 ., • ••/\ M 1 9 vI > t ::Eg3I� O 3x5= 12 •• o 1311 10 3x5= 3x4 ,'' 3x4 = 5x8= 3x4 = 4-2-12 2-6-0 2--'l4 10-2-14 20-0-0 29-9-2 39-10-8 2E-0 0--i46-0-2 I 9-9-2 I 9-9-2 10-1-6 1-4-14 Plate Offsets(X,Y)-- 11:0-5-2,0-0-61,111:0-4-0,0-3-01 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 0.82 Vert(LL) -0.21 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.72 9-10 >619 180 TCDL 7.0 Rep Stress Incr YES WB 0.46 Horz(TL) TL) 0.13 9 n/a n/a BCDL 10.0BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:203 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc 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 4-11,6-11,2-13 REACTIONS. (lb/size) 13=1792/0-7-12,9=1552/Mechanical Max Horz 13=-213(LC 8) Max Uplift 13=-27(LC 10),9=-27(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-51/342,2-4=-1877/73,4-5=-1553/110,5-6=-1553/103,6-8=-2320/83, 8-9=-2572/74 BOT CHORD 12-13=-89/1443,11-12=-12/1503,10-11=0/1694,9-10=0/2141 WEBS 4-11=-500/136,6-10=0/562,8-10=-378/142,5-11=-12/1033,6-11=-794/139, 2-13=-2259/86 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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. 0,0P R o,- 6)Refer to girder(s)for truss to truss connections. 7)Prot ovide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 13 and 27 lb uplift at Co‘ GIN4- ,� 89782PE 1-- `-57 OREGON EXPIRES: 12/31/2016 April 13,2016 9 9 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,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 MITk 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 Qualiy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5309 A07 K1893319 Roof Special 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:46 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-AS85WSPXFTTAgdrgY7RbeDbBjsWwel IsNsQQ5MzRB?? 7-1-2 13-5-15 I 20-0-0 26-6-1 32-10-14 I 39-10-8 2x32 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 6-11-10 5x5 = Scale=1:73.7 5 7.00 12 ii 3x4 13 14 3x4 4 6 3x6 i 1 0 \ /\a 3x67\\ 3 `+/ .37x6 + 2x3 // 8 9 yt0 VI o I; 3x5= 12 11 10 o 3x5 = 3x7 II 3x4 = 3 5x8 = x4= 0 -p 4-2-12 i 10-2-14 I 20-0-0 I 29-9-2 I 39-10-8 0-- 3-9-3 6-0-2 9-9-2 9-9-2 10-1-6 Plate Offsets(X,Y)-- Ii:0-0-6,Edgel,f1:0-0-14,0-8-51,f11:0-4-0,0-3-01 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.22 1-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.94 Vert(TL) -0.77 1-12 >621 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:196 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. WEBS 2X4 DF Std G WEBS 1 Row at midpt 6-11,4-11 WEDGE Left:2x4 DF Std-G REACTIONS. (lb/size) 1=1668/0-2-3,9=1668/Mechanical Max Horz 1=213(LC 9) Max Uplift 1=-25(LC 10),9=-24(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2818/70,2-4=-2562/79,4-5=-1778/107,5-6=-1778/107,6-8=-2545/78, 8-9=-2797/69 BOT CHORD 1-12=-102/2360,11-12=-17/1895,10-11=0/1888,9-10=0/2334 WEBS 8-10=-374/142,5-11=-9/1257,6-11=-793/139,6-10=0/563,2-12=-394/143, 4-11=-802/139,4-12=0/582 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. -, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. �� ( � �� 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 1 and 24 lb uplift at joint 9. r s OREC- N > to RYUll‘.6:::1<(" r EXPIRES. 12/31/2016 April 13,2016 8 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MTek®O 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 N ( AI4e61 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6Vi 1 C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5309 A08 K1893320 Roof Special 22 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:47 2016 Page 1 ID.FiUAI7ucrga_bRizyPgimXzef3c-eeiTkoQ90mb1 RnQs6rzgBQ8M?GtCNUhOcWAzdpzRB9_ -,1-0-97-1-2 13-5-15 1 20-0-0 1 26-6-1 l 32-10-14 39-10-8 6-11-10 1 1-0. 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 5x5= Scale=1:74.2 6 7.00 12 3x4 i 14 15 3x4•=,,, 5 7 3x6 i 3x6 4 8 2x3 \\ 0 '�+ 2x3 // in 2 10 0 1 ._. v 1";.;3x5 = 13 12 11 0 3x4 = 3x5 = 5x8 = 3x4 = 10-2-14 ( 20-0-0 29-9-2 39-10-8 10-2-14 9-9-2 9-9-2 10-1-6 Plate Offsets(X,Y)— 112:0-4-0,0-3-01 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 0.83 Vert(LL) -0.21 2-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.87 Vert(TL) -0.71 2-13 >663 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code IBC2012/1-P12007 Matrix-R Weight:197 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. WEBS 2X4 DF Std G WEBS 1 Row at midpt 7-12,5-12 REACTIONS. (lb/size) 2=1738/0-5-8,10=1657/0-4-0 Max Harz 2=219(LC 7) Max Uplift 2=-39(LC 10),10=-24(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2758/67,3-5=-2509/76,5-6=-1756/106,6-7=-1756/106,7-9=-2505/78, 9-10=-2752/69 BOT CHORD 2-13=-99/2294,12-13=-16/1864,11-12=0/1862,10-11=0/2286 WEBS 6-12=-9/1236,7-12=-791/139,7-11=0/542,9-11=-352/141,5-12=-783/138,5-13=0/546, 3-13=-360/140 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;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. 0 : t...9 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. I ' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 2 and 24 lb uplift at 4, ego, joint 10. �' ` 97 2PE i' "g •REGC?N ,,�.,. ot PA UL sANNA EXPIRES: 12/3112016 April 13,2016 f __ WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not l• 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 Miis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the BY6 Tek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality 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 K1893321 16-DD5309 A09 GABLE 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:48 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzgGrx8Rnn4ju3x?3gYU3kegY2gH262g9gAvX8FzRB z 11-0- I 0-9 20-0-0 39-10-39-10-8 20-0-0 19-10-8 5x5= Scale=1.75.5 12 7.00 12 13 11 10 14 43 9 42 15 8 Iiiiiiii16 5x5 i 7 17 5x5 6 18 rJ 5 19 4 20 3 21 1 2 I'' 22 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 4x8 M18SHS= 5x5= 4x8 M18SHS= I 39-10-8 39-10-8 Plate Offsets(X,Y)-- [2:0-0-0,0-0-21,[6:0-2-8,0-3-01,[18:0-2-8,0-3-01,[32:0-2-8,0-3-01 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(TL) 0.00 1 n/r 90 M18SHS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.06 32 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:271 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc puffins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 2-11-15 oc bracing. OTHERS 2X4 DF Std G WEBS 1 Row at midpt 12-32,11-33,10-34,9-35,13-31,14-30, 15-29 REACTIONS. All bearings 39-10-8. (Ib)- Max Horz 2=219(LC 9) Max Uplift All uplift 100 lb or less at joint(s)33,34,35,36,37,38,39,40,41,31,30,29,28,27,26,25, 24 except 2=-2607(LC 26),23=-176(LC 26),22=-2784(LC 27) Max Gray All reactions 250 lb or less at joint(s)32,35,36,37,38,39,40,41,29,28,27,26,25,24 except 2=2683(LC 25),33=262(LC 15),34=253(LC 15),31=265(LC 16),30=260(LC 16),23=294(LC 25),22=2827(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5125/5111,3-4=-4591/4522,4-5=-4079/4060,5-6=-3571/3548,6-7=-3065/3047, 7-8=-2552/2533,8-9=-2042/2024,9-10=-1532/1514,10-11=-1023/1005,11-12=-514/496, 12-13=-528/510,13-14=-1037/1019,14-15=-1547/1529,15-16=-2056/2038, 16-17=-2566/2548,17-18=-3079/3061,18-19=-3585/3562,19-20=-4092/4074, 20-21=-4606/4538,21-22=5200/5184 BOT CHORD 2-41=-4390/4398,40-41=-3952/3958,39-40=-3512/3518,38-39=-3072/3078, 37-38=-2632/2638,36-37=-2192/2198,35-36=-1752/1758,34-35=-1312/1318, 33-34=-872/878,32-33=-432/438,31-32=-444/450,30-31=-884/890,29-30=-1324/1330, 28-29=-1764/1770,27-28=-2204/2210,26-27=-2644/2650,25-26=-3084/3090, 24-25=-3524/3530,23-24=-3964/3970,22-23=-4376/4382 `cc. .- P {C6 19 NOTES- C?�' °'- ''9 /0,,,,,,, 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;Cat.II;Exp B;enclosed; 7e,,+ MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 89782 r'E 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 ANSUTPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 .f' . 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 "}7�OREGON "', non-concurrents with platres e unless ��Ry A r 6)All plates are MT20 plates unless otherwise indicated. t,. 7)All plates are 2x3 MT20 unless otherwise indicated. r y �, U �l 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES= 12/31/2016 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)33,34,35,36, April 13,2016 1 r'nntLl7ia dAgadA 21 41 'i0 70 7R 77 7A 25 24 ament lit=lhl 7=2607 91=17R 27=7764 mit A WARNING-Verify 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 M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mei( ei6is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality 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 K1893321 16-DD5309 A09 GABLE 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:48 2016 Page 2 ID:FiUAl7ucrga_bRizyPgimXzef3c-6gGrx8Rnn4ju3x?3gYU3kegY2gH262g9gAvX8FzRB z NOTES- 13)This truss has been designed for a total seismic drag load of 220 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 39-10-8 for 220.0 plf. a a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Miiek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I. a truss system.Before use,the building designer must verify the applicability of design parameters and 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' MiT is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the BVC i IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1893322 16-DD5309 A10 Roof Special 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48.49 2016 Page 1 ID.FiUAl7ucrga_bRizyPgimXzef3c-al gD9TSPYOrIh5ZFEG?IGrDg64ZUr06J3gf4ghzRB_y 1 7-1-2 1 13-5-15 20-0-0 I 26-6-1 I 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=1:73.7 5 7.00 12 5 3x4 ! 13 14x4 6 3x6 i 3x6 3 7 2x3 \\ a+ �+ 2x3 // 8 1 9 co \ /'\ I7 rco 3x5= 12 11 10 3x5 = 3x4 = 5x8 = 3x4= 4-2-12I 10-2-14 1 20-0-0 I 29-9-2 39-10-8 4-2-12 6-0-2 9-9-2 9-9-2 10-1-6 Plate Offsets(X,Y)— 111:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.21 1-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.74 1-12 >645 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.17 9 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 2-2-0 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 WEBS 1 Row at midpt 6-11,4-11 REACTIONS. (lb/size) 1=1664/0-4-8,9=1664/Mechanical Max Horz 1=213(LC 7) Max Uplift 1=-25(LC 10),9=-25(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2789/69,2-4=-2537/78,4-5=-1770/107,5-6=-1770/107,6-8=-2537/79, 8-9=-2789/70 BOT CHORD 1-12=-101/2327,11-12=-17/1881,10-11=0/1881,9-10=0/2327 WEBS 8-10=-374/142,5-11=-9/1250,6-11=-792/139,6-10=0/563,2-12=-374/142, 4-11=-792/139,4-12=0/563 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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. � P R Ofi{ SS' 6)Refer to girder(s)for truss to truss connections. W 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9. ,�Co ,- G,l N . /0' , 4t 89782PE 40 5 OREGON „, C? `Yir 'AUL F;l� EXPIRES: 12/31/2016 April 13,2016 t t IMMI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ek°' MiT is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1893323 16-DD5309 All Roof Special 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:50 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-2DOcMpS1JhzcIF8RnzWXp3IsFUv3a5TSIU0dD8zRB x 7-1-2 13-5-15 20-0-0 26-6-1 32-10-14 39-10-8 7-1-2 6-4-13 I 6-6-1 6-6-1 I 6-4-13 I 6-11-10 5x5 = Scale=1:73.7 5 7.00 12 r' 3x4 14 15 3x4 4 6 3x6 i 3x6 0 3x57 �i 3 2 0 c? / 1; /)0000,4 x3// M 1 9 OI *. Iu) 305= 13 12 11 10 0 3x4'' 3x5= 3x4 = = 5x8= 3x4 4-2-12 2-0 02--'l4 10-2-14 20-0-0 29-9-2 39-10-8 2-°-°°--'14 fi-0-2 9-9-2 I 9-9-2 10-1-6 1-10-14 Plate Offsets(X,Y)-- (1:0-5-2,0-0-6),12:0-2-0,0-1-81,111:0-4-0,0-3-01 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.21 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.86 Vert(TL) -0.72 9-10 >624 180 BCL2 0.0 Rep Stress InaYES WB 0.48 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:204 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Std G 6-0-0 oc bracing:1-13. WEBS 1 Row at midpt 4-11,6-11,2-13 REACTIONS. (lb/size) 13=1767/0-7-12,9=1577/Mechanical Max Horz 13=-213(LC 8) Max Uplift 13=-27(LC 10),9=-26(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-2017/74,4-5=-1602/110,5-6=-1601/104,6-8=-2367/82,8-9=-2619/73 BOT CHORD 12-13=-92/1636,11-12=-13/1586,10-11=0/1735,9-10=0/2182 WEBS 4-11=-563/136,6-10=0/562,8-10=-377/142,5-11=-11/1082,6-11=-794/139,4-12=0/271, 2-13=-2283/91 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13,9. ��6! = � 1,\,G I N, . ‘•1 /67) '' 89782PE t.-- Cr 40 �_ F OREGON ��ri, EXPIRES: 12/31/2016 April 13,2016 a i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 R MIT�B. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVi 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Till 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 K1893324 16-DD5309 Al2 Roof Special Structural Gable 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:50 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-2DOcMpS1 JhzcIF8RnzVi/Xp3lu6Uy3agmSIUOdD8zRB_x 7-1-2 13-5-15I 20-0-0 I 26-6-1 l 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=1.73.7 5 ni 7.0012 3x4 15 16 3x8 // 4 6 \ 47 3x6 i 2x3 // N i 3x4 3x6 3 7 2 .' o4, 8 M1 9 I0.9 .1. --- \ /\ 3x5 = 14 12 11 10 3x5•= Io 13 2x3 // 3x4 = 5x8= 2x3 // 3x4 = 4-0-0 4-;-112 10-2-14 23-0-0 29-9-2 39-10-8 4-0-0 0--12 6-0-2 12-9-2 6-9-2 10-1-6 l Plate Offsets(X,Y)-- 16:0-3-0,0-0-81,112:0-4-0,0-3-01 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 0.64 Vert(LL) -0.20 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.65 9-10 >312 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:213 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 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 5-12,4-12,6-11 REACTIONS. (lb/size) 9=726/0-4-0,14=1182/0-5-8,11=1427/0-3-8 Max Horz 14=-213(LC 6) Max Uplift 9=-18(LC 11),14=-29(LC 10),11=-19(LC 11) Max Gray 9=754(LC 15),14=1270(LC 14),11=1427(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-38/495,2-4=-760/68,4-5=-466/101,5-6=-372/103,6-8=-769/68,8-9=-1017/59 BOT CHORD 1-14=-325/70,13-14=-145/511,12-13=-80/566,11-12=-357/121,10-11=0/383, 9-10=0/806 WEBS 5-12=-258/47,6-12=0/875,4-12=-469/132,6-11=-1536/49,6-10=0/553,8-10=-388/138, 2-14=-1351/72 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;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. � r0 P R o - 5)A plate rating reduction of 20%has been applied for the green lumber members. Om 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,14,11. SCO ,(3l , 4;d ' 17 9782PE 5 REGON °AUL. s EXPIRES: 12/31/2016 April 13,2016 8 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. assi Design valid for use only with Mirek®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' 1F1Tek' 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 hiss systems,see ANSI/Dill 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 • K1893325 16-DD5309 A13 Common 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:51 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-WPx_a9Tf4?5TwOjeLg1 mLG13stIDJHybW88BIazRB_w 7-1-2 I 13-5-15 I 20-0-0 26-6-1 1 32-10-14 I 40-0-0 1-0-rp 7-1-2 6-4-13 6-6-1 6-6-1 6-4-13 7-1-2 1-0-0 5x5 = Scale=1 74.3 5 7.00 12 i 3x4 i 16 17 3x8 // 4 6 /7\14446, -'-.."- 3x6 i 3x6 e? e, 3x4 i "+ 2,14114, 64,11%,/x3 o3 2 0 •••,.\ •4. 4% 1 cn 910<? RI _ ., ... FI� 3x5 = 15 14 '� 11 0 13 12 3x5 = 2x3 1/ 3x4= 5x8 = 2x3 // 3x4= I 4-0-0 4-20I12 10-2-14 I 22-10-4 22-11-4 29-9-2 I 40-0-0 I 4-0-0 0-2-'12 6-0-2 12-7-6 0-7-0 6-9-14 10-2-14 Plate Offsets(X,Y)— [6:0-3-0,0-0-81.113:0-4-0,0-3-01 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 0.64 Vert(LL) -0.20 9-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.66 9-11 >309 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES VVB 0.59 Horz(TL) 0.03 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 4-10-10 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G WEBS 1 Row at midpt 5-13,4-13,6-12 REACTIONS. (lb/size) 12=1430/0-5-8,15=1181/0-5-8,9=809/0-5-8 Max Horz 15=-219(LC 6) Max Uplift 12=-15(LC 11),15=-30(LC 10),9=-34(LC 11) Max Gray 12=1430(LC 1),15=1278(LC 15),9=836(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-38/495,2-4=-768/69,4-5=-477/103,5-6=-370/104,6-8=-765/70,8-9=-1014/61 BOT CHORD 1-15=-326/70,14-15=-140/514,13-14=-75/576,12-13=-360/127,11-12=0/381, 9-11=0/803 WEBS 5-13=-260/45,6-13=0/889,4-13=-479/131,6-12=-1537/44,6-11=0/550,8-11=-389/137, 2-15=-1361/73 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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 co P R or- 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. �T•� i co \yG I N /0 6)A plate rating reduction of 20%has been applied for the green lumber members. C 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,15,9. 41-i -57 c ' /89782PE I-- `V OREGON N. � 0 , 1,44, ":1Fiy A6., e EXPI RES: 12/31/2016 April 13,2016 t t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MI II, 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 Mask' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPl1 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 ' K1893326 16-DD5309 A14 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:53 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-So3k_rVwccMB9itOT53ERhNPAhzln5bu SdHpSzRB_u I 7-1-2 I 13-5-15 I 20-0-0 I 28-6-1 32-10-14 40-0-0 4a-0-f 7-1-2 8-4-13 6-6-1 8-8-1 6-4-13 7-1-2 1-0-d Scale=1:84.4 5x8 M18SHS= MT1.5x3 on each face of both ends of un-plated 7.00 12 5 members 4x4 i61 3x8 //4L1 110%662 6 i ,1 /71 t 3x6 3x6 i 7 3x6 i 3 2x3// 2 I 8 111 1 ,1,I,,I I ,- hi.. .,I ,I,,.._ 910,) o ♦7.-; .. IO 3x5= 23 22 21 20 4x5 1118 17 16 15 14 1312 63 11 3x7--z.:- 3x5 // 19 5x8 = 2x3 // 3x4 = 23-2-0 I 4-2-12 I 10-2-14 I 22-8-8 22-1Pr4 29-9-2 I 8 40-0-0 4-2-12 -0-2 12-5-10 0.1II-1 6-7-2 10-2-14 0-3-12 Plate Offsets(X,Y)-- 11:0-2-8,Edge1,12:0-2-8,0-1-81,14:0-1-4,0-2-01,16:0-3-4,0-0-8],19:0-2-8,0-1-81,114:0-4-0,0-3-01 119:0-3-0,0-1-121,122:0-2-12,0-1-8] 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) -0.20 9-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.65 9-11 >312 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.08 9 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:349 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 3-4-14 oc bracing. WEBS 2X4 DF Std G WEBS 1 Row at midpt 5-14,6-14,4-14,6-12,4-19,2-22 OTHERS 2X4 DF Std G WEDGE Right:2x4 SP No.3 REACTIONS. All bearings 23-2-0 except(jt=length)12=0-5-8,12=0-5-8,12=0-5-8,9=0-5-8. (Ib)- Max Horz 12=-219(LC 8) Max Uplift All uplift 100 lb or less at joint(s)23,13 except 1=-985(LC 26), 14=-1517(LC 27),12=-696(LC 27),19=-1199(LC 26),22=-2041(LC 26),9=-1633(LC 27) Max Gray All reactions 250 lb or less at joint(s)15,16,17,18,20,21,23,13 except 1=1034(LC 25),14=2076(LC 24),12=1151(LC 24),12=572(LC 1),12=572(LC 1),19=1364(LC 25),22=2115(LC 25),9=2052(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1998/1970,2-4=-2620/2657,4-5=-2962/3087,5-6=-1277/1477,6-8=-1896/1580, 8-9=-3517/3110 BOT CHORD 1-23=-1713/1704,22-23=-1713/1704,21-22=-3149/3159,20-21=-2287/2297, 19-20=-1369/1379,18-19=-1910/1847,17-18=-1102/1039,16-17=-813/750, 15-16=-1731/1668,14-15=-2649/2586,13-14=-2076/1911,12-13=-2435/2361, 1 6 WEBS 5'14=-1555/124136--141-1003 90244-14=1475/1355,6 12=-1100/793,6-11=0/556, � � j fi� 8-11=393/137,4-19=-2276/2270,2-19=-1146/1024,2-22=-2545/2511 �,?� '9 '61/�, NOTES- 4' 89782PE �1-- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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 a 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 / %/ aust Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. tr.. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1 -7 OREGON '", 4)Unbalanced snow loads have been considered for this design. '2" ,, � 1 „C 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 'IIt es. .,'Z' with other live loads. jR II i.. 6)All plates are MT20 plates unless otherwise indicated. +f 7)Gable studs spaced at 2-0-0 oc. 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. EXPIRES: 12/31/2016 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)23,13 except April 13,2016 t rnntililx nrefBfie12=117 12=RQR 1Q=11QQ 22=2n41 Q=1 All ! 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 Mir eke connectors.This design is based only upon parameters shown,and is for an individual building component,notMill... 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 r VI F /C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1893326 16-DD5309 A14 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:54 2016 Page 2 ID:FiUAl7ucrga_bRizyPgimXzef3c-x_d6CBWNwU2nsSCOpbTzvwew5JGWY2D6MrMvzRB t NOTES- 11)This truss has been designed for a total seismic drag load of 220 plf with dead loads only.Lumber DOL=(1.60)Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 4-0-0 to 23-2-0 for 459.1 plf. t 8 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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' AET�k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg ' K1893327 16-DD5309 B01 GABLE 3 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:55 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-PABVPXWA8EcvPO1 PaW6i1A6TozVh8FA5BRm6OuLzRB_s 1 -0-0 6-5-14 12-6-0 18-6-2 25-0-0 226-0-0 r1-0-0 6-5-14 6-0-2 I 6-0-2 6-5-14 r1-0-0 4x4= Scale:1/4"=1' 4 MT1.5x3 on each face of both ends of un-plated members 7.00 1248 / 49 2x3 \\ I 2x3 // 3 5 r / /s ;��}} 2 6 �? -I y - Id,' 7 ) o �� ►EL o g _i 3x4 = 10 3x4 = 8 3x4 = 3x4 = 3x4 = 8-5-15I 16-6-1 25-0-0 8-5-15 8-0-2 8-5-15 Plate Offsets(X,Y)-- 14:0-2-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.10 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.34 6-8 >857 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 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=179(LC 9) Max Uplift 2=-149(LC 10),6=-149(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1613/194,3-4=-1419/227,4-5=-1419/227,5-6=-1613/194 BOT CHORD 2-10=-193/1301,8-10=-37/877,6-8=-72/1301 WEBS 3-10=-395/216,4-10=-109/597,4-8=-109/597,5-8=-395/216 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;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. co PR Q , t�' ca 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. ‘yGI NE -1 /b6)Gable studs spaced at 1-4-0 oc. H , j 7)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4.1 -� 8)A plate rating reduction of 20%has been applied for the green lumber members. 9782 P E S'' 9 Provide mechanical connection(byothers of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except t=Ib ) P P G- ) 2=149,6=149. -gam REGON "- 4 -114,,k'°AtJL ,ep EXPIRES: 12/31/2016 April 13,2016 8 8 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MI1-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !Ariel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1Pil 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 ' K1893328 16-DD5309 CO1 GABLE 1 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:56 2016 Page 1 I D:F i UAI7ucrga_bRizyPq i m Xzef3c-tN ItdtXovXkl0Acb8Edx2 K2w lu?E_dnKgQryQnzRB_r (1-0-OI 7-2-14 14-0-0 20-9-2I 28-00 ?9-0-01 1-0-0 7-2-14 6-9-2 6-9-2 7-2-14 1-0-0 4x5= Scale=1:52.2 4 MT1.5x3 on each face of both ends of un-plated Iii members 7.00 12 � 1411ip 2x3\\ 2x3 // M 3 5 2 6 iii .. FO Irol ti 7 ot. Iv =' 10 s a 'Ai 3x4 = 3x4 = 3x4 = 3x4= 3x4 =- 9-5-15 9-5-15 18-6-1 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) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.16 2-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 -0.52 2-10 >630 180 TCDL 7.0 Vert(TL) BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:230 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G OTHERS 2X4 DF Std G REACTIONS. (lb/size) 2=1235/0-5-8,6=1235/0-5-8 Max Horz 2=199(LC 9) Max Uplift 2=-164(LC 10),6=-164(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1821/220,3-4=-1603/257,4-5=-1603/257,5-6=-1821/220 BOT CHORD 2-10=-220/1472,8-10=-43/988,6-8=-86/1472 WEBS 3-10=-449/243,4-10=-123/678,4-8=-123/678,5-8=-449/244 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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. o P R 0' t. 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 Q. non-concurrent with other live loads. /C>' \A -3(N 6U>_ 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. <C,/ 8)A plate rating reduction of 20%has been applied for the green lumber members. 'C ' 89782 P E r- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 2=164,6=164. �f `S" OREGON c'`. va "1:''<("C's.c MAUI c EXPIRES: 12/31/2016 April 13,2016 4 8 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6Y6 6 !S 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 • K1893329 16-DD5309 CGO1 Diagonal Hip Girder 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:57 2016 Page 1 ID FiUAI7ucrga_bRizyPgimXzef3c-LZJFgCYQgrsceJBnix8AbXY5IIKijv6Uv4bVzEzRB_q -1-5-0I 5-6-11 i 8-3-4 11-2-9 16-10-2 i 1-5-0 5-6-11 2-8-9 2-11-5 5-7-9 4x4 H I Scale=1:41.7 6 Pe. 5x5 \\ 4.95 l 10 5 2x3 I I V. 4 2x3�� 3 `4 9 2 §.1 io iii.-Mo ii �� 11 12 13 14 4x8 = 8 7 8x8= 4x8 M18SHS= I 8-3-4 i 16-10-2 8-3-4 8-6-14 Plate Offsets(X,Y)-- 15:0-2-0,0-1-121,f7:Edge,0-2-41,18:0-2-0,0-4-121 TCLL LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.14 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.35 7-8 >568 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:107 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins, ROT CHORD 2x8 DF SS except end verticals. WEBS 2X4 DF Std G`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-7:2x4 DF No.2 WEBS 1 Row at midpt 5-7 REACTIONS. (lb/size) 7=2280/Mechanical,2=1900/0-7-6 Max Horz 2=207(LC 9) Max Uplift 7=-132(LC 10),2=-96(LC 10) Max Gray 7=2448(LC 15),2=1937(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4026/187,3-4=-3487/136,4-5=-3430/160 BOT CHORD 2-8=-214/3637,7-8=-90/1962 WEBS 5-7=-2457/173,5-8=-70/2258,3-8=-580/107,4-8=-472/58 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;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 19.1 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. �� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SCD G(N s-� 31 /0 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. IL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) :9782P E fit'" 7=132. 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 6 lb up at 5-5-5,112 lb down and 6 lb up at 5-5-5,200 lb down and 10 lb l ..• l up at 8-3-4,200 lb down and 10 lb up at 8-3-4,and 265 lb down and 14 lb up at 11-1-3,and 246 lb down and 13 lb up at 11-1-3 ar/ " c„ 40 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 4 lb up at 5-5-5,71 lb down ,g i7 OREGON s, and 4 Ib up at 5-5-5,111 lb down and 6 Ib up at 8-3-4,111 Ib down and 6 lb up at 8-3-4,140 Ib down and 7 Ib up at 11-1-3,469 `� 7, 3 rj,p�r" Ib down and 24 lb up at 13-11-2,and 134 lb down and 7 Ib up at 11-1-3,and 301 Ib down and 15 lb up at 13-11-2 on bottom AY 1 chord. The design/selection of such connection device(s)is the responsibility of others. PA u L Rl 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard EXPIRES: 12/31/2016 April 13,2016 t Continued nn vane 2 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. MIMI N. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Ri7'ek` 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 Qualify 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 K1893329 16-DD5309 CGO1 Diagonal Hip Girder 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:57 2016 Page 2 I D:Fi UA17ucrga_bRizyPgimXzef3c-LZJ FgCYQgrsceJ Bnix8AbXY511 Kijv6Uv4bVzEzRB_q LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,2-7=-20 Concentrated Loads(Ib) Vert:5=-511(F=-265,B=-246)8=-222(F=-111,B=-111)3=-224(F=-112,B=-112)4=-400(F=-200,B=-200)9=-78(F=-39,B=-39)11=-72(F=-36,B=-36) 12=-142(F=-71,B=-71)13=-274(F=-140,B=-134)14=-770(F=-469,B=-301) a � 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 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 k M'T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1�1 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PI1 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 • K1893330 16-DD5309 D01 GABLE 6 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:57 2016 Page 1 ID FiUAI7ucrga_bRizyPgimXzef3c-LZJFgCYQgrsceJBnix8AbXYBalKzj15Uv4bVzEzRB_q -1-0-0 I 8-0-0 16-0-0 1-0-0 8-0-0 I 8-0.0 4x4 = Scale=1:33.4 4 MT1.5x3 on each face of both ends of un-plated members a 7.00 12 30 )10iippoo 4x5 i 4x5�� 0 3 5 in 1 411114* 04 2 6 Iv / •••�••� 10 9 ••••••••••\ c, 4x8 = 3x6 I I 4x10 II 4x10 II 3x6 I I 4x8= 12 11 8 7 6-1-15 8-0-0 9-10-1I 16-0-0 6-1-15 1-10-1 1-10-1 6-1-15 Plate Offsets(X,Y)— 12:0-4-0,0-1-111,13:0-2-8,0-1-121,14:0-2-0,0-1-121,15:0-2-8,0-1-121,16:0-4-0,0-1-111,18:0-4-8,0-1-81,19:0-7-4,Edael,110:0-7-4,Edoel,111:0-4-8,0-1-81 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 0.31 Vert(LL) -0.04 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(TL) -0.09 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.00 8 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 4-0-2 oc purlins. BOT CHORD 2x8 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2X4 DF Std G*Except* 10-0-0 oc bracing:9-10. 3-10,5-9:2x4 DF No.2 OTHERS 2X4 DF Std G REACTIONS. All bearings 3-7-12. (Ib)- Max Horz 2=114(LC 7) Max Uplift All uplift 100 lb or less at joint(s)6,2 except 11=-992(LC 10),8=-973(LC 11),12=-1324(LC 20), 7=-1299(LC 20) Max Gray All reactions 250 lb or less at joint(s)6,2,12,7 except 11=5792(LC 20),8=5764(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-88/321,3-4=-2344/418,4-5=-2332/407,5-6=-57/299 BOT CHORD 2-12=-265/112,11-12=-265/112,10-11=-265/112,9-10=-238/1580 WEBS 3-11=-3092/564,5-8=-3082/554,4-10=-189/1122,3-10=-402/2699,4-9=-198/1125, 5-9=-413/2710 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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 R OF�CS Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. c G)N Us 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. t. , 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 ` ' 89782 R E I" non- concurrent with other live loads. �� 6)Gable studs spaced at 1-4-0 oc. / "" *. 00" ' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. --� • f 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)6,2 except(jt=lb) "7 OREGON ',, 11=992,8=973,12=1324,7=1299. l� t� 4//7....r 10) Girder carries tie-in span(s):40-0-0 from 3-7-12 to 12-4-4 7,,C, '4Fi Y i�J+ 11)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward "Tit �jA �l movement at the bearings.Building designer must provide for uplift reactions indicated. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard EXPIRES: 12/31/2016 April 13,2016 6 Contin tart nn none 2 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 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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek: iT '' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPil 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 Oty Ply Westerman-Greenburg K1893330 16-DD5309 D01 GABLE 6 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:57 2016 Page 2 ID:FiUAI7ucrga_bRizyPgimXzef3c-LZJ FgCYQgrsceJBnix8AbXYBaIKzj15Uv4bVzEzRB_q 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=-64,2-11=-20,8-11=-818(B=-798),6-8=-20 Aa e 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.The design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M{T�km is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the BY6 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 • K1893331 16-DD5309 D02 Roof Special 10 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:58 2016 Page 1 ID FiUAI7ucrga_bRizyPgimXzef3c-plsd2YZ2R9_TGTI_FffP815HhikNSYgd7kK2VgzRB_p -1-0-01 8-0-0 12-0-0 1-0-0 8-0-0 4-0-0 4x4= Scale=1:29.9 3 7 /1 7.00 12 8 3x4 4 M 1 Lo b M a) N r I w 1 2 r 1 cr Imo/ 6 5 3x4= 3x4= 2x3 II 8-0-0 12-0-0 8-0-0 4-0-0 Plate Offsets(X,Y)- 13:0-2-0,0-2-81.(4:0-1-12.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.08 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.28 2-6 >494 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:52 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 6-0-0 oc bracing. REACTIONS. (lb/size) 2=571/0-5-8,5=484/Mechanical Max Horz 2=116(LC 9) Max Uplift 2=-25(LC 10),5=-4(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-542/21,3-4=-425/43,4-5=-490/22 BOT CHORD 2-6=-9/362 WEBS 4-6=-23/451 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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 QL- 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. �C3 , GINE&- LC./0' 444 -y ' /89782PE .. dor �1r, l �� 40 -v OREGON '., EXPIRES: 12/31/2016 April 13,2016 B B WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 me.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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Inlormalion 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 K1893332 16-DD5309 D03 ROOF SPECIAL 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:58 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-plsd2YZ2R9_TGTI_FffP815G_jIRSUQd7kK2VgzRB_p -1-0-01 8-0-0 12-0-0 1-0-0 8-0-0 1 4-0-0 4x8 M18SHS= Scale=1:33.1 3 ...iii.- 7.00 \7.00 12 9 3x4 PMNIIIIIIIIIIIIIIIIIIIII 4 , 4 ;101211111111111111111111111116.11 8 la 10 IA 3x5= 4x4 = 3x5 II 7 6 9-0-61 12-0-0 I9-0-6 2-11-10 Plate Offsets(X,Y)-- 12:0-2-8,Edgel,f4:0-1-8,0-1-81,f5:0-3-0,0-1-81,F7:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 VertLL -0.08 2-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.27 2-7 >353 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.01 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:52 lb FT=0% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. REACTIONS. (Ib/size) 2=379/9-0-6,5=160/Mechanical,7=738/9-0-6,6=-217/0-3-8 Max Horz 2=116(LC 9) Max Uplift 2=-1195(LC 26),5=-1419(LC 27),7=-642(LC 26),6=-231(LC 5) Max Gray 2=1409(LC 25),5=1514(LC 24),7=1205(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2293/2230,3-4=-1402/1364,4-5=-1470/1429 BOT CHORD 2-7=-1844/1874,6-7=-318/320 WEBS 3-7=-405/79,47=-1379/1413 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;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)All plates are MT20 plates unless otherwise indicated. 1/4N- 61S0 FR r r1 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. ,CO 'c\AtI N .. / 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) 44./ 2=1195,5=1419,7=642,6=231. CS'E 78. P E fir- 10)This truss has been designed for a total seismic drag load of 3400 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 9-0-6 for 376.5 plf. �„ i� -7 OREGON �'�4'" 7,6 itifiy -it , 'AUL .' EXPIRES: 12/31/2016 April 13,2016 t r a WARNING-Verrry 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,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 ®YB P k" Air� is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the R. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 qualify Oneida,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 ' K1893333 16-DD5309 E01 GABLE 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:48:59 2016 Page 1 ID FiUAl7ucrga_bRizyPgimXzef3c-HyQ?FuZhCS6KudKApMAegydMd6yjBtgnMO4c16zRB_o 6-10-9I 11-0-0 I 15-1-7 22-0-0 6-10-9 4-1-7 4-1-7 6-10-9 4x4 = Scale=1:43.7 3 MT1.5x3 on each face of both ends of un-plated members 41 7.00 12 3x8 i 36 37 4x14 2 4 th 5 1ti- . — vI N ` Iv •••••• • •••••••••• .........i 8 6 4x8 = 3x7 // 2x4 II 8x8= 6x8— 7 3x10 \\ 4x8 = 15 14 13 12 11 10 9 38 4x8 II 4-0-0I 6-10-9 11-0-0 I 15-1-7 18-0-0 I 22-0-0 4-0-0 2-10-9 4-1-7 4-1-7 2-10-9 4-0-0 Plate Offsets(X,Y)-- 11:0-4-0,0-1-111,L3:0-2-0,0-2-41,14:0-7-0,0-1-81,15:0-4-0,0-1-111,16:0-8-15,0-0-81,17:0-6-4,0-2-01,19:0-4-0,0-5-41,112:0-2-4,0-1-01,114:0-3-9,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.07 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.17 6-7 >769 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:178 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x8 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 5-8:2x8 DF SS 10-0-0 oc bracing:7-9,6-7,5-6. WEBS 2x4 DF No.2*Except* WEBS 1 Row at midpt 3-9,4-9 3-9,4-9,2-9:2X4 DF Std G OTHERS 2X4 DF Std G REACTIONS. All bearings 12-1-12 except(jt=length)5=0-7-0. (Ib)- Max Horz 1=143(LC 9) Max Uplift All uplift 100 lb or less at joint(s)11 except 1=-189(LC 17),5=-635(LC 11),9=-1385(LC 11),12=-474(LC 21),14=-829(LC 19),10=-1755(LC 20), 15=-132(LC 10) Max Gray All reactions 250 lb or less at joint(s)1,12,14,13 except 5=3864(LC 20),9=8236(LC 20),10=295(LC 11),11=494(LC 20),15=347(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-132/666,2-3=-274/1930,3-4=-282/1936,4-5=-4368/717 BOT CHORD 1-15=-554/196,14-15=-554/196,13-14=-1076/282,12-13=-1076/282,11-12=-1076/282, 10-11=-1076/282,9-10=-1076/282,7-9=-194/1507,6-7=-194/1507,5-6=-535/3672 WEBS 3-9=-2061/318,4-9=-4370/814,4-7=-458/3015,4-6=-587/3528,2-9=-880/221, 2-12=-131/375,2-14=-141/844 NOTES ‹ cO P R Q S6, ,. 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft Cat.II;Exp B;enclosed; Co NAG /9 MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate '� i I, grip DOL=1.60 414 -"57 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 C't' 89782 P E C'" 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 'r` 4)Unbalanced snow loads have been considered for this design. r /j,_ 5)Gable studs spaced at 1-4-0 oc. * L,,- 40 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "'� OREGON ,-, 7)A plate rating reduction of 20%has been applied for the green lumber members. ,g (t � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=1b) "s" 'CRY 'A�- 1=189,5=635,9=1385,12=474,14=829,10=1755,15=132. �'A U L,Ck\ 9)Girder carries tie-in span(s):40-0-0 from 12-1-12 to 22-0-0 10)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. 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 13,2016 a (ti ADi6A15E(Ghrg9andarrf mom WARNING..Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Wit Quality Cdteda,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 K1893333 16-DD5309 E01 GABLE 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:00 2016 Page 2 ID:FiUAl7ucrga_bRizyPgimXzef3c-18_OSEaJym EBVnvMN3htDAAXNWIywJ4wb2p9ZYzRB_n LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-38=-20,5-38=-818(B=-798) 4 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1893334 16-DD5309 F01 COMMON STRUCTURAL GA 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:00 2016 Page 1 ID.FiUAl7ucrga_bRizyPgimXzef3c-18_OSEaJymEBVnvMN3htDAAkkWUVwTDwb2p9ZYzR6 n -1-0-0 4-5-8 8-11-0 9-11-0 1-0-0 4-5-8 4-5-8 1-0-0 Scale=1:20.8 4x4= MT1.5x3 on each face of both ends of un-plated g members 7.00 12 16 15 4 2 M - e 5 1 � 6 3x4 = 2x3 II 3x4= 4-5-8 8-11-0 4-5-8 4-5-8 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 0.18 Vert(LL) -0.01 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(TL) -0.02 4-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 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=-114(LC 10),4=-114(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-447/111,3-4=-447/110 BOT CHORD 2-6=-41/336,4-6=-41/336 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;Cat.II;Exp B;partially; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. CO P R Ort6' 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. SCO tj 3I N 8)A plate rating reduction of 20%has been applied for the green lumber members. �( 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) , <4s 2=114,4=114. ,89782 P E f s j� -vOREGON �h EXPIRES: 12/31/2016 April 13,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' AiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 • K1893335 16-DD5309 F02 Common 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:01 2016 Page 1 ID:FiUAI7ucrga_bRizyPgimXzef3c-DKYmgabxj4M27xUZxnD6lNjvUvgkfwT4gij67zRB m I -1-0-0 I 4-5-8 8-11-0 9-11-0 1-0-0 4-5-8 I 4-5-8 1-0-0 Scale=1 20.8 4x4= 3 7.00 12 8 7 2 4 1 J } 16 ` 51,7 6 = 3x4 = 2x3 II 3x4= 4-5-8 8-11-0 4-5-8 I 4-5-8 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 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/TPI2007 Matrix-R Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G REACTIONS. (lb/size) 2=434/0-5-8,4=434/0-5-8 Max Horz 2=-58(LC 8) Max Uplift 2=-20(LC 10),4=-20(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-447/17,3-4=-447/17 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=39ft;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. s , ` 89782PE ' ..f.-e,,, yet.. ' 40 F,,y OREGON N. -AUL R\NI, EXPIRES: 12/31/2016 April 13,2016 t t WARNING-Verify 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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 K1893336 16-DD5309 J01 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:01 2016 Page 1 ID:FiUAI7ucrga_bRizyPgimXzef3c-DKYmgabxj4M27xUZxnD6lNjwaysifxh4giZj6?zRB_m -1-0-0 1-10-3 1-0-0 1-10-3 Scale=1:10.4 3 7.00 12 2 MilM=111 1 -, 3x4 = 4 l 1-10-3 1-10-3 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 0.11 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 ( ) BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:7 Ib 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=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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. ckg) PRO `z , 89782PE • ` .. . OREGON (z)lc '� 17,5> 4fly PAU1 , EXPIRES: 12/31/2016 April 13,2016 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 Mick®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 budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'iT " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the K fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg K1893337 16-DD5309 J02 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:01 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-DKYmgabxj4M27xUZxnD6INjvgvrEfxh4giZj6 xzRB_m -1-0-0 3-10-3 1-0-0 3-10-3 Scale=1:16.2 3 `` 7.00 12 5 N n N 2 rAIIMMIMIMI=ai 1 „ 4 3x4 = 3-10-3 I 3-10-3 I 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 0.17 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 IBC2012TrP12007 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=6.0psf;h=39ft;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. PROfi u. ,.1.\.c, ‘ om , -,,,DG N,7� ,-„,. to ,L 4t" 8"782PE / / 'a, ""r-74,OREGON c>� �° EXPIRES: 12/31/2016 April 13,2016 8 b 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,notMill 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 MITT'' 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 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 K1893338 16-DD5309 J03 Jack-Open 4 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:02 2016 Page 1 I D:Fi UAI7ucrga_bRizyPgimXzef3c-IX68twcZU N Uv1531U UkL I bF_eJ8N OOx D2M I GeRzR B_I -1-0-0 5-10-3 1-0-0 5-10-3 Scale=1:21.9 3 I Io 7.00 12 5 N N m M A rh ci2 i 1 ►1 3x4= 4 5-10-3 5-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.54 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.13 2-4 >533 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 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=95(LC 10) Max Uplift 3=-69(LC 10),2=-2(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=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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. PRQ 44/ 8'7S2PE ,;(<9 OREGON IA* 6:41Piy A 1.11_ EXPIRES: 12/31/2016 April 13,2016 8 f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking 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/T191 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 • K1893339 16-DD5309 J04 Jack-Partial 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:02 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-iX68twcZUNUv1531UUkLIbFuTJ3JOOxD2MIGeRzRB I -1-0-0 4-0-4 7-10-3 1-0-0 4-0-4 3-9-15 3 Scale=1:27.5 7.00 12 5 N V Q R 2 1 S 3x4= 4 7-10-3 7-10-3 Plate Offsets(X,Y)-- 12:0-0-2,Edge1 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 0.94 Vert(LL) -0.14 2-4 >630 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.38 2-4 >239 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/rP12007 Matrix-R Weight:25 Ib FT=0% BCDL 10.0 g 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=124(LC 10) Max Uplift 3=-77(LC 10) Max Gray 3=265(LC 15),2=415(LC 15),4=140(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;Cat.11;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. R“} PRQ1 e3 \AG 4:t* 89782PE -7�" 11111 OREGONir PAUL 9:‘ EXPIRES: 12/31/2016 April 13 2016 fl p a.. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 K1893340 16-DD5309 J05 Jack-Closed 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:03 2016 Page 1 ID:FiUAI7ucrga_bRizyPgimXzef3c-AjgW5GcBFhcmMEex2CFaroo9XjQ?7pPMH02pAtzRB_k -1-0-0 5-7-11 9-10-3 1-0-0 5-7-11 4-2-8 2x4 I I Scale=1:35.7 4 7.00 12 2x3 6 3 2 1 3x4 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 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 0.53 Vert(LL) -0.18 2-5 >644 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.54 2-5 >210 180 TCDL 7.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 5 n/a n/a BCDL 10.0BCLL 0.0 Code IBC2012/TP12007 Matrix-R Weight:45 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.2 except end verticals. WEBS 2x4 DF No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5:2X4 DF Std G REACTIONS. (lb/size) 5=393/Mechanical,2=482/0-5-8 Max Horz 2=167(LC 7) Max Uplift 5=-39(LC 10),2=-16(LC 10) Max Gray 5=469(LC 15),2=498(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-436/30 BOT CHORD 2-5=-72/329 WEBS 3-5=-367/105 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;Cat.ll;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. P R 0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Qi 6)A plate rating reduction of 20%has been applied for the green lumber members. . - GIN t'j 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. `44 �r F ; 7 OREGON o by 114.(0 EXPIRES: 12/31/2016 April 13,2016 WARNING-Verify 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 Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �k 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 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 I Job TrussTruss Type Qty Ply Westerman-Greenburg 16-DD5309 J06- JACK-CLOSED JACK-CLOSED 18 1• K1893341 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:04 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-evEulcdp0?kd_OD7cvmpNOLG87rZsBH WWgnNiKzRB_i 1-1-0-0 1 6-1-2 1 12-0-0 1 1-0-0 6-1-2 5-10-14 3x4 11 Scale=1:42.1 4 i. 7.00 12 7 3x4 \\ rt 3 jt IIIII M 2 /� w .til �r r ri NMI 3x7 i 6 5 3x5 11 6x6 = I 6-1-2 12-0-0 6-1-2 5-10-14 Plate Offsets(X,Y)-- [2:0-2-8,0-1-81.[3:0-1-12,0-0-121,[6:0-3-0,0-1-81 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.08 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:60 lb FT=0% LUMBER- BRACING- [MCT] TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=484/Mechanical,2=571/0-5-8 Max Horz 2=202(LC 7) Max Uplift 5=-48(LC 10),2=-16(LC 10) Max Gray 5=588(LC 15),2=592(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-685/4 BOT CHORD 2-6=-57/515,5-6=-57/515 WEBS 3-5=-576/85,3-6=0/268 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;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)TOLL: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 P R QF-„t 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. �crts t. )N f'o 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. G&, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2. 4 89782 P E fit` /fit±. M1” 'VP' „4„c„„it; • <0 mew OREGON N. 1 'CRY 1 Ti, , � fi3A U L wr 9 EXPIRES: 12/31/2016 April 13,2016 e 1 IMMII A 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 L4 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 ael( A�T is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fYi i 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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Westerman-Greenburg 16-DD5309 J06- JACK-CLOSED JACK-CLOSED 18 1 K1893341 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:04 2016 Page 1 ID:FiUAI7ucrga_bRizyPgimXzef3c-evEulcdp0?kd_OD7cvm pNOLHp7gLsByW WgnN iKzRB_j 1-0-0 6-1-2 12-0-0 1-0-0 6-1-2 5-10-14 3x4 II Scale=1:44.0 4 IP 12 3x4 \All rA00000000001100°11°gglli°llg.11eH7.00 w \r r r, 3x7 i 3x5 II 5 6 8 6x6= fi-1-2j 12-0-0 6-1-2 5-10-14 Plate Offsets(X,Y)-- 12:0-2-8,0-1-81,13:0-1-12,0-0-121,16:0-3-0,0-1-81 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 0.69 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 TCDLSvow=25.0)0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.08 2-6 >930 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:60 lb FT=0% LUMBER- BRACING- [MCT] TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEDGE WEBS 1 Row at midpt 3-5 Left:2x4 SP No.3 REACTIONS. (lb/size) 5=227/Mechanical,2=312/8-6-8,6=521/8-6-8 Max Horz 2=202(LC 7) Max Uplift 5=-753(LC 27),2=-1852(LC 26),6=-1415(LC 26) Max Gray 5=889(LC 24),2=2023(LC 25),6=1776(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3539/3487,3-4=-2584/2535 BOT CHORD 2-6=-2972/3000,5-6=-1279/1307 WEBS 3-5=-1530/1508,3-6=-1633/1497 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=753,2=1852,6=1415. 9)This truss has been designed for a total seismic drag load of 4600 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 8-6-8 for 538.5 plf. 4 . i IMMO 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 M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wet( Il k iTe 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/TPIt 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 K1893342 16-DD5309 J07 Jack-Partial 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:05 2016 Page 1 lD:FiUAl7ucrga_bRizyPgimXzef3c-66oHWyeRnlsUcYoKAdH2wD[QUX5ZbIgfkKXwFmzRB 4-0-4 7-10-3 4-0-4 3-9-15 2 Scale=1:29.8 7.00 12 9 N N C) 4 4 1 i_T„ II 4x6 I I 3 3x4 = -5- 7-10-3 -5- 7-4-10 Plate Offsets(X,Y)-- 11:0-0-14,0-0-31,11:0-1-2,0-7-131 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 0.82 Vert(LL) -0.16 3-8 >598 240 MT20 220/195 (Roof TCDLSnow=25.00 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.43 3-8 >215 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.06 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-MR 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=207/Mechanical,3=100/Mechanical,1=348/0-2-3 Max Horz 1=112(LC 10) Max Uplift 2=-72(LC 10) Max Gray 2=246(LC 14),3=134(LC 5),1=356(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=39ft;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 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. P f OF.E. `tet 89782PE OREGON � 7 N, 4)-1 Q rs r-VA UL c° EXPIRES: 12/31/2016 April 13,2016 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wei( Il i( 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 V K1893343 16-DD5309 J08 Jack-Closed 2 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:05 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-66oH WyeRnlsUcYoKAdH2wDtU4XA3blifkKXwFmzRB_i 2-9-14 5-0-4 9-10-3 l 2-9-14 2-2-6 4-9-15 4x4 I I Scale=1:36.1 3 .00 12 • 6 3x4 2 1 2 ca1111111411r. 3x4=iimilmiiiiimiiiimiliiiiimm ►j 52x3 II 4 3x5= I 2-6-0 2-914 9-10-3 2-6-0 0--14 7-0-5 Plate Offsets(X,Y)— 12:0-1-12,0-1-81 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 0.53 Vert(LL) -0.05 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(TL) -0.13 4-5 >639 180 TCDL 7.0 ert( ) BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:48 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*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-4:2x4 DF No.2 REACTIONS. (lb/size) 4=240/Mechanical,5=575/0-7-12 Max Horz 5=160(LC 7) Max Uplift 4=-57(LC 7),5=-3(LC 10) Max Gray 4=301(LC 14),5=592(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-494/84 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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. 3 PROF ��t' ct" 8 782PE ce / f/,I 'a. ' irr „ 174,OREGON ,z,K'� PAI!!_ t \ EXPIRES: 12/31/2016 April 13,2016 0 } 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,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 f 4F'1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVB Frei( 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 K1893344 16-DD5309 SP1 FLAT 16 1 'Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:06 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-alLfjHf4Yc_LDiNW)KoHSRQYtwZUKzNpzzGTnCzR6 h 1-10-6 l 1-10-6 1 2 Scale=1.58.5 --,uur I I C,- Ct CI is v 0 CI I 'aIai: 4 3 4x5 II 6x6 = 1-10-6 1-10-6 Plate Offsets(X,Y)-- f1:0-1-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:47 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=-277(LC 4) Max Uplift 4=-2918(LC 22),3=-2918(LC 23) Max Gray 4=2961(LC 21),3=2961(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-2945/2928,1-2=-396/396 BOT CHORD 3-4=-396/396 WEBS 1-3=-2967/2967 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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)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=1b) 4=2918,3=2918. 4•<.C.5fiLC 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 `C30.,6 E,. /0 DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 280.0 plf. S.b ° 1' 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '44 -Sa cr' 89782PE cr" c._ // 'I OREGON c.K. t—AUL ' EXPIRES: 12/31/2016 April 13,2016 a a MMEMI 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 BVA 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty Ply Westerman-Greenburg V K1893345 16-DD5309 SP2 FLAT 16 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:06 2016 Page 1 ID:FiUAI7ucrga_bRizyPgimXzef3c-alLtjjHf4Yc_LDiNWjKoHSRQfQwZUK4ypzzGTnCzRB h 1-10-6 1 1-10-6 1 2 Scale=1:36.7 i1 11 1:1ll co 1• U. IMMIIMVIIII Iti•��L 4 3 3x5 II 5x5 = 1 1-10-6 1-10-6 Plate Offsets(X,Y)-- 13:0-2-8,0-3-01,14:0-3-0,0-1-81 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.56 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress InaYES WB 0.57 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:30 lb FT=0e/ 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=-166(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=39ft;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. t . PROrA. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=1740,3=1740. �C ,�G I N. ', 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 C.? '�. j ,,, DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 280.0 plf. <tt -$7 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. .1: ` 89782 P E t"` -, _ $ OREGON ,r PAUL T-s EXPIRES: 12/31/2016 April 13,2016 i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYI i 14 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7911 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 K1893346 16-DD5309 SP3 FLAT 12 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:06 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-alLfjHf4Yc_LDiNVMKoHSRQZWwZUK1 UpzzGTnCzRB_h 1-10-6 1-10-6 1 2 Scale=1:46.1 II 2� 11 t.� 0 y t5 .4 r r n n 4 3 3x5 I I 8x8 = 1-10-6 1-10-6 Plate Offsets(X,Y)-- (1:0-2-0,0-2-41,13:Edue,0-3-01,(4:0-3-0,0-1-81 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 0.93 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 VertTL n/a - n/a 999 TCDL 7.0 Vert(TL) BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix-R Weight:37 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=-214(LC 4) Max Uplift 4=-2250(LC 22),3=-2250(LC 23) Max Gray 4=2293(LC 21),3=2293(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-2277/2260,1-2=-396/396 BOT CHORD 3-4=-396/396 WEBS 1-3=-2309/2309 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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) Qt . 4=2250,3=2250. cS�� 8)This truss has been designed for a total seismic drag load of 280 p1f 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. <tr 9)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 89782P E t F OREGON N. /1— PAUL R\ EXPIRES: 12/31/2016 April 13,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing R AiTeT." a always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the AVE 11 IRC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7911 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Westerman-Greenburg • K1893347 16-DD5309 SP4 FLAT 6 1 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 8.010 s Mar 30 2016 MiTek Industries,Inc. Wed Apr 13 08:49:07 2016 Page 1 ID:FiUAl7ucrga_bRizyPgimXzef3c-2Uv1 xdfiJw6CrsyiHl KW7ezpwKvj3 WYyCd01 JezRB_g 1-10-6 1-10-6 1 2 Scale=1:39.2 i � II :111 waimmffimmma 4 3 3x5 11 6x6 = 1-10-6 1-10-6 Plate Offsets(X,Y)-- 11:0-2-8,0-1-121,(4:0-3-0,0-1-81 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 0.64 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 Incl YES WB 0.62 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix-R Weight:32 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=-179(LC 4) Max Uplift 4=-1877(LC 22),3=-1877(LC 23) Max Gray 4=1920(LC 21),3=1920(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-1904/1886,1-2=-396/396 BOT CHORD 3-4=-396/396 WEBS 1-3=-1943/1943 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=39ft;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) %h,k'- (CSS 4=1877,3=1877. c3' �y aIN . /0 8)This truss has been designed for a total seismic drag load of 280 Alf 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. 9)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ,:9782 P E 1*-- y�,� 74'3 y ...mar 9 d /•<, it,� REGON '• ir 'J4 11 L `+ lam EXPIRES: 12/31/2016 April 13,2016 $ $ WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE WI-7473 rev.10/03/2015 BEFORE USE. MUM 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 V M'T� ' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 11a`G 8 BC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP1I QuatHy 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/i Center plate on joint unless x,y p Y offsets are indicated. I (Drawings not to scale) Damage or Personal Injury WEIDimensions are in ft-in-sixteenths. 11%, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q-1/16" 11111: 12. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves E may require bracing,or alternative Tor I _ O .. p bracing should be considered. F � O kel 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7 e ce-� cs-a designer,erection supervisor,property owner and plates 0-''u' 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 #b Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. 440 by text in the bracing section of the truss unless other ise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings (supports)occur. Icons vary but16.Do not cut or alter truss member or plate without prior ■�• reaction section indicates joint ©2012 MiTek®All Rights Reservedapproval of an engineer. MIllimarla number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. INN NM. 18.Use of green or treated lumber may pose unacceptable _ea environmental,health or performance risks.Consult with Industry Standards: project engineer before use. NI ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. m.ore ke BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate ♦ Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 A