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Plans (118)
-- tic S 17)-01? - OvoS's- ' 1 c' u ,5 i.7 e_474./).1 MiTekk' MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 19232 ANDERSON HOMES-LOT 10 CORBIN ESTATES The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2699916 thru K2699993 My license renewal date for the state of Washington is June 10,2017. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. M. ICp GC'.fOgWAN,.j ` " 5 6c 49233 O .q,'� Iy,jA 410, December 28,2016 Komnick,Chad IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s)identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown(e.g., loads,supports,dimensions,shapes and design codes),which were given to MiTek.Any project specific information included is for MiTek's customer's file reference purpose only,and was not taken into account in the preparation of these designs.MiTek has not independently verified the applicability of the design parameters or the designs for any particular building.Before use,the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSUTPI 1,Chapter 2. Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES 1 K2699916I 19232 501 California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:41 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-CuhplrwS7Y3ZAEVBvLRJ4HbjP1 YnkcwOx3Pnk1 y6MA4 I-14-0 I 3-11.4 1 7-6-2 7- 113 11-5-13 1 15-5-8 1 18-Pt11 j 71-2-13 7111-2 25-3-1 I 79-2-0 1-4-0 3-11-0 3-6-14 0-5-1 3-6-10 3-11-11 3-1-3 2-8-2 0-3-5 3-8-14 3-10-15 Scale=1:54.2 5x8 M18SHS�� 5x6�i 3x4= 3x4= 4 19 5 20 21 6 9.00 12 ^ 1.5x4 3x6�� 3 >lb � 8u1 1OLx8= 0 2 7-71 _ 10 g r 1 rJ �I� fin fl0 00 3x4 Ho It 13 22 23 24 25 2612 ,' 3x6= JUS24 JUS24 JUS24 5.00 12 3x8= 8x8= 4x8 JUS26 HUS26 I 7-6-2 I15-5-8 1 18-6-11 1 72-1-0 1 25-3-1 1 29-2-0 I 7-6-2 7-11-6 3-1-3 3-6-5 3-2-1 3-10-15 Plate Offsets(X.Y}- [7:0-2-8,0-2-01,j9:0-3-11.0-0-31,[11:0-4-0.0-4-41.[12:0-5-4,0-4-0) TCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL, in (loc) 1/deft Ld PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.21 12-13 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.84 Vert(CT) -0.46 12-13 >763 180 M18SHS 220/195 BCLL 0.0 Rep Stress lncr NO WB 0.62 Horz(CT) 0.27 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:360 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins. 4-7:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brach* BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Std G*Except* ���E) PR Opt, 7-11:2X4 DF No.1&Btr G �� �NG I N E�R r�2 REACTIONS. (lb/size) 9=2855/0-5-8,2=3463/0-5-8 V\ 9 Max Horz 2=186(LC 5) Max Uplift9=864(LC 9),2=-1163(LC 8) 86809PE <'" FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=5415/1838,3-4=-5209/1810,4-19=-4128/1503,5-19=-4134/1508,5-20=-5580/1942, 20-21=5580/1942,6-21=-5580/1942,6-7=-6078/1869,7-8=-8856/2650,8-9=-8438/2534 BOT CHORD 2-13=-1504/4262,13-22=-1919/5151,22-23=1919/5151,23-24=-1919/5151, V OREGON tj, 24-25=-1919/5151,25-26=-1919/5151,12-26=-1919/5151,11-12=-2078/6021, 0� C/4 10, 2d'\ G 10-11=-2122/7284,9-10=2070/7095 WEBS 6-11=_183/671,7-11=-=-270/234, 1654/51705,58-11=1459!543,8-10=-433/188 6-12=-1025/461, -4O M KO NOTES- EXPIRES:06/30/17 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,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply KQ connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. f 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.H;Exp B;enclosed;MWFRS G Og WAfi 44 (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)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,.� /�1t11w, �'l 5)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs • , non-concurrent with other live loads. r Y 6)Provide adequate drainage to prevent water ponding. oP - 7)All plates are MT20 plates unless otherwise indicated. , 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rt) L 49233 G Q� 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will QL�1 fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. ssIONAL G 11)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 December 28,2016 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 MITA®connectors.This design is based only upon parameters shown,and is for an individual building component,notis. 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 ANSVlPN 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699916 19232 B01 California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:41 2016 Page 2 ID:2eaJLMds4Z14GD3sSu4j?sy600G-CuhplrwS7Y3ZAEV BvLRJ4HbjP1 YnkcwQx3Pnk1 y6MA4 NOTES- 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)9=864,2=1163. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)Use USP JUS26(With 10d nails into Girder&10d nails into Truss)or equivalent at 7-10-4 from the left end to connect truss(es)to back face of bottom chord. 15)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 10-0-12 from the left end to 14-0-12 to connect truss(es)to back face of bottom chord. 16)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent at 14-11-4 from the left end to connect truss(es)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)269 lb down and 305 lb up at 10-0-12,and 273 lb down and 310 lb up at 12-0-12,and 334 lb down and 372 lb up at 14-0-12 on top 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:1-4=-74,4-7=-74,7-9=74,2-12=-20,11-12=-20,11-14=-20 Concentrated Loads(Ib) Vert 19=-245 20=-226 21=-300 22=-858(B)23=-51(B)24=-52(5)25=-52(B)26=-1694(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Marek®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 MiTe k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI11711 Quality Criteria,DSB-BB 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699917 19232 802 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:42 2016 Page 1 I D2eaJLMds4Z14G D3sSu4j?sy60oG-g5FC W Bx4us B00040T2zYd U7rARyrT2DZAj9KGUy6MA3 15-9-11 I 5-7-13 511r3 9-1-12 1 12-0-0 1 15-4-3 15-11 19-6-8 1 25-0-5 2 r1 30-0-12 1 35-0-0 136-4-01 5-7-13 0-3-6 3-2-9 2-10-4 3-4-3 0-1-12 3-8-13 5-5-13 0 12 4-8-11 4-11-4 1-4-0 0-3-12 Scale=1:66.8 8x12 M18SHS-i 5x8 M18SHS= 4x8= 5r 22 6 23 10x10 M18SHS= iV 5x8�i 4x12= 9.00 12 2 24 1.5x4�iV"' `:�4 ` • 8 �4" x8 'i25 14N 10x10= 13 cmLr 1 v- o M 1i1' 4x4 r.. 910I� 16r:= 12 26 11 3z4 II 8x12 M18SHS 5.00 112 5x6= 3x8= 4x6= 1 6-3-8 1 12-11-0 1_ 15-5-15 1 19-6-8 1 25-4-1 35-0-0 1 6-3-8 6-7-8 2-6-15 4-0-9 5-9-9 9-7-15 Plate Offsets(X.Y)— j3:0-5-0.0-1-81,[5:0-1-8,Edge].[7:0-4-0,0-0-151,[9:0-0-0,0-0-41.[12:0-3-0.0-2-41.[14:0-4-0.0-3-121.[15:0-7-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) lfdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.42 14 >993 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.91 14-15 >459 180 M18SHS 220/195 TCDL 7.0 Rep Stress!nor YES WB 0.68 Horz(CT) 0.40 9 n/a n/a BCLL 0.0 • BCDL 10.0 Code IBC2015f P12014 (Matrix-S) Weight 204 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-4:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 6-11,3-15 f� PR WEBS 2X4 DF Std G*Except* Ma' - -- 5-14,3-14:2X4 DF No.1&Btr G,1-16:2X6 DF No.2 G be installednk recommends that iliz= •t4- be during truss erecti.e� , �,. 0 Installation guide. REACTIONS. (lb/size) 16=1624/0-5-8,9=1743/0-5-8 -r..... �C Max Horz 16=-237(LC 10) 86809PE Max Uplift16=-304(LC 12),9=-275(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-2125/459,20-21=-2005/463,2-21=-1969/476,2-3=-1770/466,3-4=-6688/1351, 4-5=-6175/1265,5-22=-2498/617,6-22=-2499/617,6-23=-1560/461,7-23=-1557/461, OREGON 7-24=-1947/497,8-24=-2048/479,8-25=-2209/525,9-25=-2319/505,1-16=-1563/389 v �� BOT CHORD 15-16-214/449,14-15=-600/3391,13-14=362/2697,12-13=-285/2100,12-26=-257/1934, �is, G<}� O 20 G� 11-26=-257/1934,9-11=313/1767 .�j© A, KO WEBS 2-15=-117/886,5-13=-878/211,6-13=-181/954,6-12=-726/156,6-11=-612/210, `M'! 7-11=-131/794,8-11=-304/253,5-14=-890/4915,4-14=-4062/889,3-15=-2569/509, 3-14=-688/3979,1-15=-217/1305 EXPIRES:06/30/17 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-8-12,Interior(1)3-8-12 to 5-4-15,Exterior(2)5-4-15 to 9-1-12,Interior(1) 12-0-0 to 25-4-1,Exterior(2)25-4-1 to 28-10-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 M. $0,4 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 l� 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs Ali WASItr, non-concurrent with other live loads. 'M 4)Provide adequate drainage to prevent water ponding. / -�' 5)All plates are MT20 plates unless otherwise indicated. / / ,-;....-1,:.. Z 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will >n ,,L _[; fit between the bottom chord and any other members,with BCDL=I0.Opsf. 19 �i�/ 8)A plate rating reduction of 20%has been applied for the green lumber members. �� G 49233 ry. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)16=304, 0,44. L-01.`-'G 9=275. C's 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum `r'ONAL sheetrock be applied directly to the bottom chord. December 28,2016 4 9 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 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699918 19232 B03 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:43 2016 Page 1 I D2eaJLMds4Z14GD3sSu4j?sy6OoG-8HoajXxifAJHPYfa1 mUn9ig36rLBCTcjPNuuowy6MA2 3-11-10 I 14-0-0 1 17-4-9 1719111 93-0-5 2i.. 7 99-0-19 I 35-0-0 I46-0-01 3-11-10 37;77:173 0711123 6-0-13 3-4-9 0-5-2 5-2-10 0-5-h 5-7-5 5-11-4 1-0-0 Scale=1:66.7 5x6// 5x8// 5 21 22 0 5x8 M18SHS= t 5x8= 3 23 9.00 112 4x4 20 3x6 a // 2 7 0 m o 1. 454 I 24 1 000, v GI of �" fi rr= b} 4/b �., 8 g 0 16 15 25 14 13 12 26 11 10 •• o 6x6= 3x8= 1.5x4 I I 3x8= 4x4 3x4 = 1.5x4 I I 3z6�� I 7-7-7 I 14-0-0 .1 17-4-9 1 23-5-7 I 99-0-12 I 35-0-0 I 7-7-7 6-4-9 3-4-9 6-0-13 5-7-5 5-11-4 Plate Offsets(X,Y)-- [3:0-4-0.0-0-15],[4:0-5-4.0-2.81-[8:0-1-13.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.13 14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.29 11-13 >999 180 M1 BSHS 220/195 TCDL 7.0 Rep Stress Ina- YES WB 0.80 Horz(CT) 0.11 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 BCDL 10.0 (Matrx-S) Weight 214 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 4-15,4-13p WEBS 2X4 DF Std G`Except` MiTek recommends that Stabiliz- - ,••' •Q— . ... .7 1-16:2X6 DF No.2 G be installed during truss erecti• ` : =,1( `.g ••' ,VO Installation guide. a9 REACTIONS. (lb/size) 8=1889/0-5-8,16=1782/0-5-8 Max Horz 16=-285(LC 10) i 86809 P E I Max Uplift8=-481(LC 13),16=-485(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-521/148,2-3=-2216/711,3-20=-1726/616,4-20=1729/616,4-5=-2372/856, 5-21=-1851/729,21-22=-1853/730,6-22-1857/732,6-23=-2072/751,7-23=-2194/734, c,"/ OREGON d, 7-24=-2468/722,8-24=-2594/696,1-16=-421/151 BOT CHORD 15-16=557/1675,15-25=-645/2453,14-25=-645/2453,13-14=-646/2451, 15"d. /}' 1 0 29 \(j 12-13=-336/1677,12-26=-336/1677,11-26=-336/1677,10-11=-456/1974,8-10=-456/197410 `O WEBS 3-15=-181/805,4-15=-1015/321,4-13=-1253/460,5-13=-249/945,6-13=-176/311, M. KO l�'` 6-11=-93/482,7-11=-438/269,2-16=-1855/565 NOTES- EXPIRES: 06/30/17 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-10-0,Interior(1)3-10-0 to 7-7-7,Exterior(2)7-7-7 to 11-1-7,Interior(1)14-0-0 to 23-3-11,Exterior(2)23-3-11 to 26-9-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1M- j/CO 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �^Q' fC non-concurrent with other live loads. ('j*"* ©'Q WAS4 , .f+ 4)Provide adequate drainage to prevent water ponding. ii ''4 /` . (3 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. %r; , 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will it' „J fit between the bottom chord and any other members,with BCDL=10.0psf. so -„r� 8)A plate rating reduction of 20%has been applied for the green lumber members. ,"d ' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=481, o 4 33 4V 16=485. 0 'C�Aj, 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum S 1' sheetrock be applied directly to the bottom chord. `'40ATf1L Continued on page 2 December 28,2016 4 f 44. ,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M,1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTeke 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 I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 1 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699918 19232 B03 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:43 2016 Page 2 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-8HoajXxifAJHPYfal mUn9ig36rLBCTcjPNuuowy6MA2 NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)108 lb down and 161 lb up at 7-7-7,and 120 lb down and 158 lb up at 20-0-12,and 158 lb down and 206 lb up at 20-11-4 on top 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:1-3=-74,3-4=-74,4-5=-74,5-6=-74,6-9=-74,16-17=-20 Concentrated Loads(Ib) Veil:3=-80 21=-85 22=-140 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall A 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 ANSImPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K26999191 19232 B04 CALIFORNIA 1 1 1 Job Reference(optional) i Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:44 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-cTMyxtyLQTR71 iEmaT?OivDCaFg6xyGseleRLMy6MA1 I 4-11-10 I 7-7-7 I 9-11-3 I 14-0-0 1 17-4-9__H19-9-11 }'1-0-5I 23-5-7 1 29-0-12 35-0-0 p6.4-al 4-11-10 2-7-13 2-3-12 4-0-13 3-4-9 2-5-2 i-2-10 2-5-2 5-7-5 5-11-4 1-40 Scale=1:67.0 9 7 5x8 M18SHS // 5x66=6 4 27 - 28 29 ' 30 4x6'I'!" 5x8= 9.00 12 3 4x4-i 24 /25 3x6 2 10 F. a. o 23 m 10x10 = 1 31 v 1 /' nn 6 ,• o 19 18 32 17 16 15 33 14 133 3x8= 1.5x4 II 3x8= x6 3x4 = 1.5x4 II 3x6 I 7-7-7 I 14-0-0 1 17-4-9 1 211-5-7 I 29-0-12 I 35-0-0 I 7-7-7 6-4-9 3-4-9 6-0-13 5-7-5 5-11-4 Plate Offsets(XX)-- [1:Edge.0-3-0j,15:0-5-4,0-2-846:0-3-3.Ed.eJ,111:0-1-13.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.14 17 >999 240 MT20 220/195 (Roof TCDLSnow=30 O)0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.30 17-18 >999 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 5-18,5-16, - nn P R WEBS 2X4 DF Std G`Except* MiTek recommends that Stabiliz J t4-- ---- 1-19:2X6 DF No.2 G be installed during truss erecti. .70' .,,PW ,"=,. y' Installation guide. �� Oj7 REACTIONS. (lb/size) 11=1984/0-5-8,19=1902/0-5-8 Max Horz 19=395(LC 9) Q� 8:148, 09PE fit' Max Uplift11=-358(LC 13),19=-388(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-669/281,2-23=-5141287,2-24=-2352/867,3-24=-2240/873,3-25=-1890/1035, 25-26=-1891/1035,5-26=-1893/1035,5-27=-2564/1116,6-27=-2430/1122, OREGON 6-28=-2016/1202,28-29=-2016/1202,8-29=-2019/1202,8-30=-2128/1067, v' �� 10-30=-2351/1061,10-31=-2614/1026,11-31=-2744/1000,1-19=541/266 �� 2� BOT CHORD 18-19=-908/1834,18-32=-1114/2656,17-32=1114/2656,16-17=1115/2654, X40 0` `. 15-16=605/1813,15-33=-605/1813,14-33=605/1813,13-14=-694/2091, M. KO 11-13=-694/2091 f� WEBS 3-18=-225/802,5-18=-1069/412,5-16=-13361670,6-16=-343/979,8-16=-336/372, 8-14=-69/451,10-14=-403/228,2-19=-1901/576 EXPIRES: 06/30117 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-8-12,Interior(1)3-8-12 to 9-11-3,Exterior(2)7-7-7 to 11-1-7,Interior(1) 14-0-0 to 23-3-11,Exterior(2)21-0-5 to 24-6-5 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for �� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 l� 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Cr9'-, b - ,AStrr ,f..�_ 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads.4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. // 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Five loads. sl, , 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will p fit between the bottom chord and any other members,with BCDL=10.0psf. 'S D 49233 p' 8)A plate rating reduction of 20%has been applied for the green lumber members. (. ,` L$LZ " 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=358, a+s �y 19=388. 'ONAL 10)This ttruss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum Continued on page emptied directly to the bottom chord. December 28,2016 I I mime AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI5-7473 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 ANSUTPII 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 92860 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699919 19232 B04 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Seavertcn,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:44 2016 Page 2 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-cTMyxtyLQTR71 iEmaT?OivDCaFg6xyGsel eRLMy6MA1 4 msa 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 MiTeka®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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699920 19232 605 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:45 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-4gwK8DzzBnZ_fspySAWFF7IRFe 1lgQjOshN_toy6MAO 1 11-6-1 11-111-3 17-1-13 1 22-4-8 21-8h9 28-8-13 I 35-0-0 p6-4-01 11-6-1 0-5- 5-2-10 5-2-10 0-5- 5-11-4 6-3-3 1-4-0 Scale=1:67.7 5x6'i 3x8 = 5x6' 3.1 22 4 23 5 rs 9.00 12 3x6 "i 20 24 3x6 Q v 2 6 O ,:.,4, 4% N m - W 19 4x8 ' 25 1'' ' ,1 ito �, __ 7 6 Iv 15 14 13 26 12 11 27 10 9 356 I I 5x6= 3x8= 1.5x4 II 3x6= 3x8 = 1.5x4 I I 3x6 i 11-6-1 17-1-13 I 22-9-9 I 28-8-13 I 35-0-0 I 11-6-1 5-7-12 5-7-12 5-11-4 6-3-3 Plate Offsets(X,Y)-- [7:0-1-13,0-1-8)_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.09 10-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.21 10-12 >999 180 TCDL 7.0 Rep Stress Ina' YES WB 0.63 Horz(CT) 0.09 7 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight 219 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 4-13,4-10 n WEBS 2X4 DF Std G*Except* MiTek recommends that Stabiliz- t�-- R•rJFr`t 1-15:2X6 DF No.2 G be installed during truss erecti. ` ,,, , "c' f Installation guide. REACTIONS. (lb/size) 15=1726/0-5-8,7=1791/0-5-8 Max Horz 15=-294(LC 10) 86809PE 1" Max Uplift15=-312(LC 12),7=-336(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-2243/491,2-19=-2030/506,2-20=1998/533,3-20=-1864/560,3-21=-1487/523, 21-22=-1491/524,4-22=-1494/524,4-23=-1481/499,5-23=-1479/500,5-24=-1848/536, t/ OREGON 2 6-24=-1984/509,6-25=-2296/508,7-25=-2426/486,1-15=-1664/407 BOT CHORD 14-15=-271/476,13-14=-360/1705,13-26=-275/1662,12-26=-275/1662,11-12=-275/1662, �iy �t 1O 2.° 4.G� 11-27=-275/1662,10-27=-275/1662,9-10=-282/1837,7-9=-282/1837 \ WEBS 2-13=-360/255,3-13=-141/601,4-13=-455/250,4-12=0/315,4-10=-390/244, �� M, KOC 5-10=-137/708,6-10=-490/270,1-14=-244/1425 NOTES- EXPIRES:06/30/17 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-8-12,Interior(1)3-8-12 to 11-6-1,Exterior(2)11-6-1 to 27-9-0,Interior(1) 27-9-0 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 tit K04_ 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. ci p,e WASI•t. „. 4)Provide adequate drainage to prevent water ponding. Qi �` a� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i '.. '.1..•;.."•,- 6) % p 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will / ,� — fit between the bottom chord and any other members,with BCDL=10.0psf. //� +�!-- 7)A plate rating reduction of 20%has been applied for the green lumber members. to 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)15=312, .4`/-F r0 44.. 7=336. �Q �}9 6Qj 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum + Y sheetrock be applied directly to the bottom chord. .. StIG 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)151 lb down and 162 lb up at ...Os. 11-10-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. iRSAtit4k§Wegandard December 28,2016 a ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Mu ' 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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES 1 K2699920 19232 B05 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:45 2016 Page 2 I D:2eaJLMds4Z14GD3sSu4j?sy6OoG-4gwK8DzzBnZ_fspy8AWFF7IRFe 1 Ig QjOsh N_toy6 MAO LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-5=-74,5-8=-74,15-16=-20 Concentrated Loads(Ib) Vert:21=-151 1 s --. 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 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 ANSVfP11 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699921 19232 B06 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Dec 22 15:36:46 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-YsUiMZ_bx5hrG?O9iu1UnKIY42NZPgb95L7YPFy6MA? 11-6-1 1111'-3 17-1-13 1 22-4-8 22x9 9 28-8-13 1 35-0-0 146-4-01 11-6-1 0-5-2 5-2-10 5-2-1E 0-5'2 5-11-4 6-3-3 1-4-0 4 5x8 i 3x8= '\5x6= Scale=1:64.8 3 5 eamila 9.00 12 23 28 3x6"••:' 8 t, q 3x6% Y 3x6 2 Ali N Al0, 4x8 111612196. 1 aI7r dl iul 1 10 0 O X 18 17 16 30 15 14 31 13 12 „ 3x6 H I 3x6= 3x6 ':=', 6x6 = 3x8= 1.5x4 I 3x8 = 1.5x4 I I 11-6-1 I 1 17-1-13 i 22-9-9 I 28-8-13 I 35-0-0 I 11-6-1 5-7-12 5-7-12 5-11-4 6-3-3 Plate Offsets(X.Y)- [6:0-3-3,Edgej,110:0-1-13,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.11 15 >999 240 MT20 220/195 TCDL Snow=30�O Lumber DOL 1.15 BC 0.35 Vert(CT) -0.23 13-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight 226 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-6:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 5-16,5-13 P R WEBS 2X4 DF Std G*Except* MiTek recommends that Stabiliz- - .•--.Q-- O'a1r� + 1-18:2X6 DF No.2 G be installed during truss erecti• ;, ,••::.:esti Installation guide. �` • OjJ REACTIONS. (lb/size) 18=1940/0-5-8,10=2000/0-5-8 (V -7 Max Horz 18=-384(LC 8) k' 86809PE c Max Uplift18=-312(LC 12),10=-370(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-2538/698,2-22=-2382/712,2-23=-2326/775,3-23=-2088/791,3-24=-1767/804, 2425=1769/802,5-25=-1773/802,5-26=-1768/912,26-27=-1767/912,6-27=-1764/912, OREGON 6-28=-2091/747,8-28=-2202/731,8-9=-2328/720,9-29=2626/708,10-29=-2762/681, 0 v� �� 1-18=-1876/537 BOT CHORD 17-18=360/535,16-17=-468/1935,16-30=-388/1995,15-30=-388/1995,14-15=-388/1995, 'T Y 0* , ,`s( 14-31=-388/1995,13-31=-388/1995,12-13=-420/2101,10-12=420/2101 �/ A w KO ' WEBS 2-16=-351/241,3-16=-245/634,5-16=469/303,5-15=0/315,5-13=-445/292, ✓1 6-13=-199/769,9-13=-464/253,1-17=-372/1624 EXPIRES: 06/30/17 NOTES- 1)Wind:ASCE 7-10;Vult=14Omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-8-12,Interior(1)3-8-12 to 13-11-3,Exterior(2)11-6-1 to 25-3-14,Interior(1) 25-3-14 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 jJi• Aa4 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �¢� �`�l� 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs Grr' WAS non-concurrent with other live loads. �. �4ydj C 4)Provide adequate drainage to prevent water ponding- 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ' ;;.0-4.4.' 6)*This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will J fit between the bottom chord and any other members,with BCDL=10.Opsf. tp Wf 7)A plate rating reduction of 20%has been applied for the green lumber members. rd + � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)18=312, G[,tt�4, 233 0 fin' 10=9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y:"gypsum _f v L sheetrock be applied directly to the bottom chord. �S`r —1� jONA1.'1_ 10)Hanger(s)Oor other connection device(s)shall be provided sufficient to support concentrated load(s)285 lb down and 190 lb up at Continued t p g chord. The design/selection of such connection device(s)is the responsibility of others. December 28,2016 t k ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699921 19232 B06 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:47 2016 Page 2 I D:2eaJLMds4Z14GD3sSu4j?sy60oG-1225Zu?DiOpiu9zLGbYjKYrjgSjo8H rIK?s5xhy6MA_ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-3=-74,3-4=-74,3-6=-74,6-7=-74,6-11=-74,18-19=-20 Concentrated Loads(Ib) Vert:24=-214 owns ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES 19232 B07 CALIFORNIA 1 1 K2699922 Job Reference(optional) _ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:48 2016 Page 1 I D:2eaJ LMds4z14GD3sSu4j?sy6OoG-V FcTnE?rTixZW JXXpJ4yslNzYs4itmlSYfceT7y6M9z 18-6-8 I 11-6-1 11-11 15-9-3 1I7-1-133,, 22-4-8 22r9r9 28-8-13 1 35-0-0 36-0-01 11-6-1 00.5-2 3-10-0 -4-10I l 3-10-0 0-52 5-11-4 6-3-3 11-4-0 14-10 4x6= Scale=1:78.9 4x6= 9.00 12 5 8 y-r�a_j 556A33=h, I 5.6„. 3x6 i 26 �! it. 27 if 3x4 II 10 3x6 J 3 11 s 73x6 '� 356�� eq `v N 12mth 4x8 al, e!. 1e- di .� aa14 0 21 20 19 29 18 17 30 16 15 3x4 I I 5x6= 3x8 = 1.5x4 I I 4x4 3x8= 1.554 I I 3xfi I 11-6-1 I 17-1-13 I 22-9-9 1 28-8-13 35-0-0 I 11-6-1 5-7-17 5-747 5-114 6-3-3 Plate Offsets(X.Y)-- [5:0-3-0.0-0-15J,[8:0-3-0.0-0-15J413:0-1-13.0-1-81 LTCLLOADING(ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.08 16-18 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.19 16-18 >999 180 BCLL 0.0 Rep Stress'nor YES WB 0.61 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:245 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-10:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 7-19,7-16 rN WEBS 2X4 DF Std G*Except* JOINTS 1 Brace at Jt(s):7 t?EU P R QFF WEDGE 1-21:2X6 DF No.2 G MiTek recommends that StabiF =t � jl �s yy s ' Right 2x4 SP No.3 be installed during truss ere �, ance with -. i' �2 Installation guide. / -p REACTIONS. (lb/size) 21=1693/0-5-8,13=1794/0-5-8 86809PE r Max Horz 21=-382(LC 30) Max Uplift2l=-302(LC 12),13=351(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-2196/424,2-25=1982/438,2-3=-1947/471,3-26=-1819/472,4-26=-1710/487, v OREGON ti 4-5=-815/202,4-6=-888/398,6-7=888/399,7-9=-922/4'12,9-10=-922/411, �/ �� 8-10=-812/198,10-27=1751/485,11-27=-1856/470,11-12=-1988/469,12-28=-2299/456, �,��Y 1 0 2 , `�G� 13-28=-2430/430,1-21=-16311360,5-8=567/201 M. KO.tri BOT CHORD 20-21=-342/551,19-20=-405/1725,19-29=152/1432,18-29=-152/1432,17-18=-152/1432, I✓/ \`+, 17-30=-152/1432,16-30=-152/1432,15-16=-23111839,13-15=-231/1839 WEBS 2-19=-327/234,4-19=-56/352,7-18=0/317,10-16=-57/378,12-16=-475/255, EXPIRES:06/30/17 1-20=163/1385 NOTES- 1)Wind:ASCE 7-10;VuIt=14omph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-8-12,Interior(1)3-8-12 to 15-7-7,Exterior(2)15-7-7 to 18-8-4,Interior(1) �O 23-7-10 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for I reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 G �O�`�''`"''rkt,,,, 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ''< / ;f ,t non-concurrent with other live loads. /ja ,/ - 4)Provide adequate drainage to prevent water ponding. ///�/� 13j ` 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with any other live loads. r!t 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lt , r fit between the bottom chord and any other members,with BCDL=10.Opsf. �r f+ 49233 Q,e� 7)A plate rating reduction of 20%has been applied for the green lumber members. O C> 1 _ 06 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)21=302, "KAL ,.�� 13=351. S'I0NAL�''_ 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%a"gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 December 28,2016 e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weld)connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding 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 1111 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and 6CSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699922 19232 B07 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:48 2016 Page 2 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-VFcTnE?rTixZWJXXpJ4yslNzYs4itmlSYfceT7y6M9z NOTES- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 77 lb up at 15-7-7 on top 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:1-4=-74,4-5=-74,8-10=-74,10-14=-74,21-22=-20,5-8=-74 Concentrated Loads(Ib) Vert:5=-120 � 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lot 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/TPN 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 IJob Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699923 19232 B08 California Girder 1 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Dec 22 15:36:49 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-zRAr a0TE04Q7T6kNObBPzw1nGLGc9vbnlLC?ay6M9y I-1-4-0 1 3-11-4 1 7-6-9 7-111-111 14-5-7 21-2-15 27-8-10 2811-112 31-3-1 1 34-7-8 1 1-4-0 3-11-4 3-7-5 0-5-2 6-5-12 6-9-8 6-5-12 0-5- 3-1-5 3-4-7 Scale:3116"=1' 5x6/i 3x8 = 8x8 = 5x5- 4 5 22 6 2 7 i✓ 1r ` o 9.00 12 1.5x4 1.5x48 - 9 5x6 3 a R 1�j c>r 10 0� 2��rr N s0 V 15 24 14 13 12 2511 3x8= 3x8 = 3x4 II 5x6= 3x4 = 4x8= 4x12 II 1 7-6-9 14-5-7 21-2-15 l 28-1-12 I 34-7-6 7-6-9 6-10-13 6-9-8 6-10-13 6-5-12 Plate Offsets(X,Y)— [2:0-4-8.0-1-8].[6:0-4-0.0-4-8].(10:0-9-14.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.16 12-14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.35 12-14 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.87 Horz(CT) 0.13 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:451 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. 6-7,4-6:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradh• BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Std G Cao PR OFF' SLIDER Right 2x8 DF No.2-G 2-6-0 \�'`` �G I N EFS SO REACTIONS. (lb/size) 10=3903/Mechanical,2=3932/0-5-8 \_ 7 Max Horz 2=178(LC 5) �� 86809PE 9r Max Uplift10=1425(LC 4),2=-1372(LC 5) Max Gray 10=4134(LC 18),2=4129(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6360/2363,3-4=-6220/2373,4-5=-4951/1940,5-22=-6757/2674,6-22=-6757/2674, 6-23=-4390/1735,7-23=-4380/1736,7-8=-5418/2083,8-9=-5380/2031,9-10=-879/188 1 OREGON e, BOT CHORD 2-15=-1988/5132,15-24=-2788/7057,14-24=-2788/7057,13-14=-2788/7057, GZ Y ZO1 47, 47, WEBS 4-15=476/2110,5-15=-2618/1178,165-14=0/443,15 1268260/148,6-12=301564 3 -TO 1 KO \\ 6-11=-3113/1338,7-11=-311/1631,8-11=-379/751 �. K� NOTES- EXPIRES:06/30/17 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply O connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat,It;Exp B;enclosed;MWFRS di • 1, lC (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)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Cid • 5)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs I .e''' - non-concurrent with other live loads. ig 6)Provide adequate drainage to prevent water ponding. V, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,15 7.....t! 49233 Q,� fit between the bottom chord and any other members. t...,..4„, �,.SC� 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. s-40NALE G 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=1425,2=1372. Continued on page 2 December 28,2016 __ e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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(' It Aj el(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tl fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699923 19232 BOO California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:49 2016 Page 2 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-zRAr,aOTE04Q7T6kNObBPzw1nGLGc9vbnlLC?ay6M9y NOTES- 12)Girder carries hip end with 7-0-0 right side setback,8-0-0 left side setback,and 8-0-0 end setback. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 534 lb up at 28-1-12,and 967 lb down and 534 lb up at 7-6-9 on top 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:1-4=-74,4-23=-183,7-23=-74,7-10=-74,2-16=-49(F=-29) Concentrated Loads(Ib) Vert:7=-641 4=-641 enese• WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. --' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 busses and truss systems,see ANSI/TPIt 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES I K2699924 19232 609 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:50 2016 Page 1 I D 2eaJ LMds4Z14GD3sSu4j?sy6OoG-RdjDBw 15?J CHldhwxk6QyATHCfisLbrlOy51XOy6M9x 1-1-4-01 4-11-4 l 9-6-9 91111 15-0-13 i 17-10-3 1 20-7-8 l 75-8-10 7611117 30-3-1 l 34-7-8 1 1-4-0 4-11-4 4-7-5 0-5-2 5-1-2 2-9-5 2-9-5 5-1-2 0.5- 4-1-5 4-4-7 Scale=1:62.9 5x6'� 3x8 = 5x6'� 4 7 18 19 20 21 5 22 23 24 25 26 6 WM 700 4x4 '2 7 ii. �a27 c. vco n r4x4 II 8 01 o /•_', 12 28 11 29 10 9 3x6 = 5x8 = 3x8 = 3x8 = 5x6= 1 9-6-9 l 17-10-3 26-1-12 I 34-7-8 I 9-6-9 8-3-9 8-3-9 8-5-12 Plate Offsets(X.Y)-- [2:0-8-0,0-0-14].[9:0-1-12.0-2-121.(11:0-4-0,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.13 11-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.32 12-15 >999 180 TCDL 7.0 Rep Stress Ina- YES WB 0.96 Horz(CT) 0.11 9 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:197 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 5-12,5-10 WEBS 2X4 DF Std G*Except* Q P,I QFC T MiTek recommends that Stabiliz= 1 • - 5-12,5-10:2X4 DF No.1&Btr G,8-9:2X6 DF No.2 G be installed during truss erecti.�\ ;1� ..4,„,." _f Installation guide. REACTIONS. (lb/size) 9=1650/Mechanical,2=1738/0-5-8 _kr Max Horz 2=241(LC 31) 86809PE c Max Uplift9=-606(LC 13),2=-632(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-2337/908,3-16=-2234/929,3-4=-2069/897,4-17=16061788,17-18=-1608/788, 18-19=-1609/789,19-20=-1610/789,20-21=-1610/789,5-21=-1612/790,5-22=-1503/746, („.4 OREGON ti 22-23=-1501/746,23-24=-1500/745,24-25=-1499/745,25-26=-1499/745,6-26=-1497/744, 6-7=1930/855,7-27=-308/141,8-27=-400/131,8-9=-350/153 0is� G� O 2° C ".- BOT CHORD 2-12=-784/1898,12-28=-869/2184,11-28=869/2184,11-29=-869/2184,10-29=-869/2184, q© M. KO\+, `^�� 9-10=-556/1450 WEBS 3-12=-323/271,4-12=-256/806,5-12=-802/499,5-10=-936/513,6-10=-220/704, 7-10=-289/311,7-9=-1724/710,5-11=0/426 EXPIRES: 06/30/17 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-1-9,Interior(1)2-1-9 to 9-6-9,Exterior(2)9-6-9 to 31-0-8,Interior(1)31-0-8 to 34-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' . j�® 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ib 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs :west .t non-concurrent with other live loads. A G 4)Provide adequate drainage to prevent water ponding. t, '��v...2" 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2� i-, r ` `t' 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will r v/ .. fit between the bottom chord and any other members,with BCDL=10.0psf. Vl f ,' . tl 7)A plate rating reduction of 20%has been applied for the green lumber members. ad 8)Refer to girder(s)for truss to truss connections. ,P -[>,,-49233 G4,, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=606, $� 2=632. O 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum ssrONAL+'" sheetrock be applied directly to the bottom chord. Continued on page 2 December 28,2016 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 MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not . E. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIIrP11 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699924 19232 1309 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:50 2016 Page 2 I D:2eaJ LMds4Z 14GD3sSu4j?sy60oG-RdjDBw15?JCHldhwxk6QyATHCfisLbrIOy51XOy6M9x NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)84 lb down and 107 lb up at 9-11-7,148 lb down and 172 lb up at 12-0-12, 153 lb down and 179 lb up at 14-0-12,151 lb down and 179 lb up at 16-0-12,151 lb down and 179 lb up at 17-10-3,151 lb down and 179 lb up at 18-11-4,151 lb down and 179 lb up at 20-11-4,and 158 lb down and 185 lb up at 22-11-4,and 97 lb down and 125 lb up at 24-11-4 on top 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) Veil:1-4=-74,4-6=-74,6-8=-74,9-13=-20 Concentrated Loads(Ib) Vert:17=2 25=-6 26=-52 • MOM AWARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI14473 rev.10/03/2015 BEFORE USE. it Design valid for use only with Mrrek®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 ANSVTPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699925 119232 510 CALIFORNIA 1 1 I _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:51 2016 Page 1 I D:2eaJ LMds4Z14GD3sSu4j?sy60oG-vq HbPG2kmdK8Nn G6V RdfU O?Po31j4Aru FcgJ3Sy61vl9w 1-1-4-01 4-11-4 I 9-6-9 1 11-11-11 1 15-0-13 I 17-10-3 [ 20-7-9 1 93-8-10 1 26-1-12 1 30-3-1 I 34-7-8 I 1-0-0 4-11-4 4-7-5 2-5-2 3-1-2 2-9-5 2-9-5 3-1-2 2-5-2 4-1-5 4-4-7 Scale=1:63.1 8 5 358= �x6= 558:" 6 9.00 12 20 21 22 23 4 25 26 27 28 29 19 4x4 1.5x4 2 9 30 y 3 . '`\ ti 4x4 111616. 10 18 ., v jrN 1/ 31 32 12 11 14 13 556= 3x8= 5x8= 358 = 358= 9-6-9 I 8-3-98-3-92 34-7-8 8-5-12 9-6-9 Plate Offsets(XY)— [r2:0-8-0.0-0-14].[7:0-3-3,Edge].f11:0-1-12.0-2-121,[13:0-4-0.0-3-4j LOADING(psf) DEFL. in (loc Udefl LAI PLATES GRIP TCLL 30.0 SPACING-teGrip2-0-0.15 CSI. ) (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.14 13-14 >999 240 MT20 220/195 TCDL .0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.33 12-13 >999 180 7.0Rep Stress Incr YES WB 0.40 Horz(CT) 0.12 11 n/a n/a BCLL 0.0 * Weight:204 lb FT=20% BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 6-14,6-12,9- ii ■ ■ - WEBS 2X4 DF Std G`Except" MiTek recommends that Stabiliz- -�j � 'fi .-,.- 6-14,6-12:2X4 DF No.1&Bfr G,10-11:2X6 DF No.2 G be installed during truss ereetil, C�I�r4;; �Q Installation.uide. rZ I '7i . REACTIONS. (lb/size) 11=1830/Mechanical,2=1919/0-5-8 ,,,_44; 86809PE 9'! Max Hort 2=331(LC 9) Max Uplift 11=-550(LC 13),2=-557(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-2623/1001,3-18=-2512/1021,3-19=2366/991,4-19=-2177/1005,4-20=-1832/1013, v• OREGON rt,20-21=-1832/1012,21-22=1833/1012,22-23=-1833/1012,6-23=-1835/1012, 6-24=-1707/1131,24-25=-1705/1130,25-26=1706/1130,26-27=1704/1130, �����Y 'O r Za G � 27-28=1704/1129,7-28=-1703/1130,7-29=-2015/1008,9-29=-21851995,9-30=-322/183, /� n ~i� SOT CHORD 2-14=0-767/2010,14-31=-922/2320,13-31=-922/2320,13-32=-922/2320,12-32=-922/2320, 0 M. KO 11-12=-647/1619 WEBS 3-14=327/251,4-14=-352/802,6-14=-818/565,6-12=-964/535,7-12=-227/698, EXPIRES:06/30/17 9-12=-261/251,9-11=-1932/802,6-13=0/426 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-1-9,Interior(1)2-1-9 to 11-11-11,Exterior(2)9-6-9 to 28-7-6,Interior(1) M KO 28-7-6 to 34-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for I reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 G batt SFIASAr C.e)j 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 "N of 30.0 psf on overhangs - 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof loadp /" non-concurrent with other live loads. i r O 4)Provide adequate drainage to prevent water ponding. �'',"/jJ 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tn -".,,r, a fit between the bottom chord and any other members,with BCDL=10.Opsf. arp t?, 4923 cf,.� 7)A plate rating reduction of 20%has been applied for the green lumber members. ca„,�T`s'K'A-L G' 8)Refer to girder(s)for truss to truss connections. q�CS 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=550, afs,), L S 2=557. 10)This trussttdesign requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum December 28,2016 Continued on page gzplted directly to the bottom chord. t t ®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 MiTekB 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 iTe Rf building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Corona,CA 250 Klug Circle i 92880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ILJ: eauLIVIUJ4L I'rt�VJa.Ju+�:orvv.....y.••••-- ---------- - NOTES- 11)Hanger(sor other connection device(s)shall be provided sufficient to support concentrated load(s)267 lb down and 149 lb up at 11-11-7,148 lb down and 172 lb up at 14-u-12,151 lb down and 179 lb up at 16-0-12,151 Ib down and 179 lb up at 17-10-3,151 lb down and 179 lb up at 18-11-4,and 149 lb down and 174 lb up at 30-11-4,and 97 lb down and 125 lb up at 22-11-4 on top 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:1-4=-74,4-5=-74,4-7=-74,7-8=-74,7-10=-74,11-15=-20 Concentrated Loads(lb) Vert:20=-13 25=7 27=-52 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall A 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699925 19232 B10 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:51 2016 Page 2 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K26999261 19232 811 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:52 2016 Page 1 ID2eaJLMds4Z14GD3sSu4j?sy60oG-NOr cc2MXxS??wrJ298ulbYcATNNpby2TGascuy6M9v .1.4-01 8-1-10 I 13-7-15 131101 17-10-1 1 21-8-10 721(1-7 34-7-8 I 1-4-0 8-1-10 5-6-5 0-3-12 3-10-8 3-10-8 0-3-12 12-7-1 Scale=1:72.7 5x8 M18SHS= 4x6= 3x4= 4 20 21 5 22 23 24 a 4j265x:, .t .: b2 /:.11 27 14 13 28 12 29 11 10 9 1.5x4 II 3x8= 4x8 3x8= 4x6= 3x6 I 4x6 = I 8-1-10 I13-7-15 22-0-7 I 34-7-8 I 8-1-10 5-6-5 8-4-8 12-7-1 Plate•. ets X Y - 2:0-6-0 0-1-4 4:1-3-0 0-0- 6:0-4-0 0-1 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.20 11-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.44 11-13 >931 180 M18SHS 220/195 TCDL 7.0 Rep Stress[nor YES WB 0.53 Horz(CT) 0.08 9 n/a n/a BCLL 0.0 Code IBC2015ITP12014 (Matrix-S) Wei 9 BCDL 10.0 ht:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 3-13,5-13,5 :14.1 PRO 8-9:2X6 DF No.2 G MiTek recommends that Stabiliz- - t -- - be installed during truss erect,.�` SOW' 'c r 0 Installation guide. REACTIONS. (lb/size) 2=1745/0-5-8,9=1631/Mechanical �� 86809PE 17 Max Horz 2=329(LC 11) Max Uplift2=-487(LC 12),9=-443(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-2245/570,3-18=2070/605,3-19=-1777/628,4-19=-1749/653,4-20=-1306/586, 20-21=-1306/586,5-21=-1308/586,5-22=1283/587,22-23=-1282/587,23-24=-1280/586, v OREGON rt, 6-24=-1278/585,6-25=-1711/657,7-25=-1738/632,7-26=-1872/579,8-26=-2026/561, C)5;51 /;04 � /O l�`4 10 `443\\,‘\()A- 8-9=-1554/482 �'\ `G� 8-9=-1554/482 � BOT CHORD 2-27=-525/1794,14-27=525/1794,13-14=-525/1794,13-28=-357/1411,12-28=357/1411, 7 � 12-29=-357/1411,11-29=-357/1411,10-11=-367/1502,9-10=-140/307 M. KO WEBS 3-13=-610/316,4-13=-246/742,5-13=-236/325,5-11=-322/294,6-11=-208/660, 7-11=-447/321,8-10=-265/1208 EXPIRES:06/30/17 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 2-1-9,Interior(1)2-1-9 to 13-7-15,Exterior(2)13-7-15 to 26-11-3,Interior(1) 26-11-3 to 34-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'M. RO,t.r,- 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 "WC 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs G QOV WAS i +f- non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. f .t5)All plates are MT20 plates unless otherwise indicated. 4 f 6` 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. !7 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will M .,4 fit between the bottom chord and any other members,with BCDL=10.0psf. .0 T �`, 14 8)A plate rating reduction of 20%has been applied for the green lumber members. 49233 0141 9)Refer to girder(s)for truss to truss connections. 0 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=487, NO,t,} L G 9=443. 11)This ttruss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Ya"gypsum Cont Hued on page pplled directly to the bottom chord. December 28,2016 1 ®,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1011-7473 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 fvliiek 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 ANSIITPII Quality Criteria,OSB-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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K26999261 19232 611 California 1 1 Job Referenceo(oitional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:52 2016 Page 2 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-NOr cc2MXxs??wrJ298u1bYcATNNpby2TGascuy6M9v NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)77 lb down and 86 lb up at 13-7-15,148 lb down and 172 lb up at 16-0-12, 153 lb down and 179 lb up at 17-10-3,and 151 lb down and 174 lb up at 18-11-4,and 97 lb down and 125 lb up at 20-11-4 on top 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:1-4=-74,4-6=-74,6-8=-74,9-15=-20 Concentrated Loads(Ib) Vert:4=2 23=7 24=-52 • AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi Tek®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 250 Klu Circle fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/171T Quality Criteria,DSB-89 and BCSI Building Component 9 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699927 19232 812 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 292015 MiTek Industries,Inc.Thu Dec 22 15:36:53 2016 Page I D:2eaJLMds4Z14GD3sSu4j?Sy6OOG-rCPMgy3_IEa5CAQvcsf7Zp5gmtj0Y026iwJPwJPBLy6M9u 0-4-01 8-1-10 I 13-7-15 13-1101 17-10-3 1 21-8-10 221(-7 34-7-8 I 1-4-0 8-1-10 5-6-5 0-3-12 3-10-8 3-t3-8 0.3-12 12-7-1 Scale=1:67.5 9.00 12 5x6= • 5x6�� 5 3x4= 4 28 4x4�i 22 3x6-:".• 4 3x6 Q 10 3 .1 sr O +i N d 0 29 hhhh5.x81",` 21 1 i5 O 2 ... !S, u M N 1�� 30 _-' 31 15 32 14 13 12 17 16 3x6 II 1.5x4 II 3x8= 4x8= 3x8= 5x6 = 5x6= I 8-1-10 I13-7-15 I 22-0-7 I 34-7-8 I 8-1-10 555 8-4-8 12-7-1 Plate Offsets X Y— 2'0-0-8 Ed•e 4:0-:-0 Ed•e 5:0- -13 1 4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deti Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.21 14-16 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.47 14-16 >878 180 TCDL 7.0 Rep Stress Incr YES WE 0.67 Horz(CT) 0.09 12 n/a n/a BCLL 0.0 ' Code IBC2015/iP12014 (Matrix-S) Weight 218 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G HOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except' WEBS 1 Row at midpt 3-16,7-16,-, QA-14p R op- 11-12:2X6 DF No.2 G JOINTS 1 Brace at Jt(s):7 UV C6n MiTek recommends that Stabil -t4h• C be installed during truss erec'• ; 'c ance with -?i �/L Installation guide. � -5_ REACTIONS. (lb/size) 2=2032/0-5-8,12=1909/Mechanical 86809PE Max Horz 2=415(LC 29) Max Uplift2=445(LC 12),12=-406(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=-2712/803,3-21=-2531/838,3-4=-2248/866,4-22=-2205/868,5-22=-2027/891, OREGON ti 5-23=-1700/842,23-24=-1704/842,7-24=-1706/842,7-25=-1628/929,25-26=-1627/929, .. �'� �' 26-27=-1625/928,8-27=-1624/928,8-28=-1933/779,10-28=-2154/754,10-29=-2255/690, y 4�}{',1 0 2. `\G 11-29=-2409/672,11-12=-1831/564 40 M. K��4 BOT CHORD 2-30=499/2024,17-30=-499/2024,16-17=-499/2024,16-31=-416/1787,15-31=-416/1787, 15-32=416/1787,14-32=416/1787,13-14=450/1805,12-13=150/329 WEBS 3-16=-586/300,5-16=-359/751,7-16=-259/364,7-14=431/345,8-14=-256/752, EXPIRES: 08/30/17 10-14=-433/282,11-13=-329/1493 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25fk Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-14-0 to 2-1-9,Interior(1)2-1-9 to 15-11-11,Exterior(2)13-7-15 to 24-7-6,Interior(1) 24-7-6 to 344-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for 1st. 1{04 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60i0 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 'r di W r 4. 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs %, - n+>, L.. non-concurrent with other live loads. _ . -1,.. f,' 4)Provide adequate drainage to prevent water ponding. , 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tr..‘ -, � �' fit between the bottom chord and any other members,with BCDL=I0.Opsf. rd G X9233 �� 7)A plate rating reduction of 20%has been applied for the green lumber members. '�0 `fp,,,,L.3C� 8)Refer to girder(s)for truss to truss connections. "ttA 0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=445, S,t14. 12=406, 10)This trusstdesignRrequires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and/u gypsum Continuedhtrocn paee oplied directly to the bottom chord. December 28,2016 t MOM Nu WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE " Design valid for use only with MiTek(S)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 �r building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing E 4iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 250 Klug Circle fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 9 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699927 19232 B12 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:36:53 2016 Page 2 lD:2eaJLMds4Z14GD3sSu4j?sy60oG-rCPMgy3_IEasc4QVcsf7Zp5gmtj0Y02BiwJ P8Ly6M9u NOTES- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down and 188 lb up at 15-11-7,and 139 lb down and 162 lb up at 17-10-3,and 97 lb down and 125 lb up at 18-11-4 on top 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=-74,5-6=-74,5-8=74,8-9=-74,8-11=74,12-18=-20 Concentrated Loads(Ib) Vert:23=-215 26=-52 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ,. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek 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 ANSVTPH 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 _ rn9� rn . -U m71 D 53-01-08 r r D = z =m 30-00-00 5-01-08 18-00-00 ¢{ A v - ; u a a• a,ZO ODD y m r a 8 -00.00 11 Z m m g g g w g 1s w g g — ,3 o73 m`� _, �— �� moo°° , ' •� $ � ,s =z� w _&04 my Jas ZWp J .. /I DOS 0rZ JB07 C ,Aj / y 'T 1566 .. E O v, Cr) V m 0 J2 / 'I 1:.3_ ,E093 _II mZ1 0 Jo ry 8.00.00 ll 0=z 114 f:�, O. 8 71mn , .— 1EMErkt �il C-( Jd i ill J1317 , JB11 'VW.1 _v, I�� 70 vza1 �I M..1.Ty . "A/2 ) JBO9 JJ,, N ) V Ti" J805 m J ,2() g f'1 S �" ', ., 'CD 'W � Pm is � , �I , a0 ry a OC 42-06.08 10-07-00 CO \ / M M m.1' ...a r v 5 O C 53-01-08 m ri n N - A 5 73 c pp 0 c z—I co F filig4 13 5m S:m� �yr n< x • RSmX 0jD • cmD rm ,—„sN( �. 1 0 A so N ( R0 - ODA ODQ)0Drn rnO v 0 v_ O0-0 V =Z S O m X M 19232 BUILDER: ANDERSON HOMES DATE: 12-22-16 ABOVE PIAN PROVIDED FOR IRUSS ' B�BIBNENL PLACEMENT owe.REFER TO LOT:10 SUBDN:CORBIN ESTATES LOAD:30-7-10 S1RUCIDR4 DRAWNGB FOR FLLS a TRUSS ��■1�I CALCULATIONS NO ENGINEERED tONFANY FIRMER NORNAD BUILDING DE IGNERENGWEERCF RECORD PLAN:MARK SWEART PLAN SALES:DM "TOTRUSSB1EG« G FCR ION..°N NG DESICIERENGNER OF RECORD TO 10515 SW ALLEN BLVD. REVIEW AND APPROVE OF NL BEAVERTON,OR 97005 DEL LOC:PORTLAND,OREGON DES:ECR oESMxRPa0 rocMSIRUC11CSI PHONE:(503)858-9663 All designs are property of Pacific Lumber&Truss Co.Ail designs are null&void if not fabricated by Pacific Lumber&Truss Co. Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699937 19232 005 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:01 2016 Page 2 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-cluN Vh9?PiajaJ 114Yo?uVQ6b5XOQgBMYAFgQty6M9m LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-74,5-6=-74,5-8=-74,9-13=-20 4.4 v I4.-ai,L Al p Concentrated Loads(Ib) J' 4`,-s �_,�: , �; Vert:7=-40 , ',," "' FEB 8 ?Q z +$^sir,; 1,g rr'4 , xa s x 5 4 M.1111 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt 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/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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699938 19232 006 Roof Special 1 1 I Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:02 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-5xSmj1 AdA?iaBTcEeFKERiyLvVtd97M Wmq?OyJy6M91 14-10-3 1-1-4-01 6-4-8 I 12-5-1 1211 Cf 3 'I-5-18 1-4-0 - 1-4-0 6-4-8 6-0-9 0-5-2 2-0-0 0-7-5 Scale=1:72.1 1.5x4 9.00 12 6 9 3 , II 5x8 \� 4 II 5 Ap: p 3x4 i l'=fid!) � A cO P R OF6- 4 ��\� 1�GINEER /��� w 3x6 i c 86809PE 1.-- 3 r , ,Aii1 v OREGON\q' 0 ti. 11 OM. KO� 14 13 12 4x4= 1.5x4 1I 3x4= 5x6= EXPIRES: 06/30/17 1 6-4-8 1 12-5-1 1 15-5-8 1 6-4-8 6-0-9 3-0-7 LOADING(pat) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.02 13-14 >999 240 MT20 220/195 TCDL 7-0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.08 13-14 >999 180 BCLL 0.0 * Rep Stress InaYES WB 0.54 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No-1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. Except: 5-10:2X6 DF No.2 G 10-0-0 oc bracing:7-8 BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 5-12,8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=829/0-5-8,12=768/Mechanical Max Horz 2=555(LC 12) Max Uplift2=-36(LC 12),12=398(LC 12) Max Gray 2=829(LC 1),12=769(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-851/0,3-18=-725/0,3-4=-378/0 BOT CHORD 2-14=-312/606,13-14=-312/606 WEBS 3-14=0/258,3-13=-521/270,5-13=-103/418,5-12=-713/365 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 15-5-8,Exterior(2)14-10-3 to 15-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. �L* $. 1C0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,e, 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will O/ + fyj, fit between the bottom chord and any other members. „ y 2 '0 . 7)A plate rating reduction of 20%has been applied for the green lumber members. #,-'. al 0 8)Refer to girder(s)for truss to truss connections. C y Y ,.- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) f` 12=398. ,r ce 10)This truss design requires that a minimum of 7/16”structural wood sheathing be applied directly to the top chord and Vu"gypsum „d (✓r;r sheetrock be applied directly to the bottom chord. 11 49233 c, f/ 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AL so.December 28,2016 F AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MiTekSt connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k- is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPll 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699940 19232 DJ MONO TRUSS 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 2215:37:03 2016 Page 1 ID:2eaJ LMds4Z14GD3sSu4j?sy60oG-Z708wN BFxJgRpdBQCyrTzwVZlvGfu i?f?U kxVmy6M9k I -1-4-0 I 7-0-8 I 1-4-0 2-0-8 Scale=1:15.4 1.5x4 II 4 3 9.0012 k \O .pR OfieS� :`o . ‘ GINE -7 /off, 2 e486809PE 9c MIIIIIIII 10, 111 101 6 0 v&OREGON�r� 5 ti,/�' - i0, 2° 0 3x4= 1.5x4 II ZJ M. K O " EXPIRES: 06/30/17 I 2-0-8 I 2-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof TCDL Snow=30�l Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=210/0-5-8,6=80/Mechanical Max Horz 2=83(LC 11) Max Uplift2=60(LC 12),6=-28(LC 12) Max Gray 2=210(LC 1),6=89(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)2,6. 14. KQ 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ley Cr,CPV' rr 3 Vis.� . /�+ J yA j r /I' ,o �' 49233 G `004, L 1311 4' ssIaNALE Cs- December 28,2016 .WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0411-7473 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 budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i V I 1 Pl fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES 1 K26999391 19232 DHR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:02 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-5xSmj 1 AdA?iaBTcEeFKERiyKxVwk9 Fl W mq?OyJy6M91 12-7-8 40-4-12 -1-10-1 9-7-3 9-979 15-5-7 118-3-6 121-1-5 I 26-1-1 1 31-1-1 1 36-1-1 1 40-1-1 1 I 1-10-1 9-7-3 0-2-0 2-9-15 2-9-15 2-9-15 4-11-12 5-0-0 5-0-0 4-0-0 04'11 2-9-15 6.36 112 Scale=1:115.3 13 14 I� 0 3x6 i 12 • 11 10 8 3x6 7 5 6 N 3x4%354% 4 3x4 3 3x4 i 3x4 i 3x4 in 2 0 0 I 9-7-3 1 9-7-3 LOADING(psf) TCLL 30.0 SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.09 2-3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.14 2-3 >826 180 BCLL 0.0 * Rep Stress Inc" YES WB 0.00 Horz(CT) -0.01 13 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-6-4. (Ib)- Max Horz 2 498(LC 14) C D!1 1� Max Uplift All uplift 100 lb or less at joint(s)4,5,7,8,13 except 3=-146(LC 14),9=-122(LC 14),10=-123(LC �`� P R vp`s 14),12=-110(LC 14) c..,<(' NGI NES s , Max Gray All reactions 250 lb or less at joint(s)3,4,5,7,8,9,13 except 2=263(LC 1),10=255(LC 20), �,\ {tel 2 12=318(LC 20) ->! FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 86809PE f TOP CHORD 2-3=496/402,3-4=409/328,4-5=-370/296,5-6=-331/258,6-7=-331/265,7-8=-292/234 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-10-10 to 2-4-5,Exterior(2)2-4-5 to 40-4-12 zone;cantilever left and right exposed;end ye/OREGON�� vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 020 �� 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �q f Q r `\ 3)Unbalanced snow loads have been considered for this design. O M. KO 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES:06/30/17 6)Beating at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8,9,10,12,13. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,7,8,13 except (jt=lb)3=146,9=122,10=123,12=110. M $0 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8,9,10,12,13. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 14"gypsum +' ae'WAS �`, t} sheetrock be applied directly to the bottom chord. e -••-•.. • Ali c 49233 '' s`-IONAL December 28,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MiI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notlill 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/TPH 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 i YP Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699941 19232 E01 GABLE 1 1 Job Reference(optional) i Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:04 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-1 KaW7iCtidylRmmclgMiW72gtJX?d2RpE8UV 1 Cy6M9j I -1-4-0 1 7-1-0 14-2-0 I 15-6-0 1 1-4-0 7-1-0 7-1-0 1-4-0 4x6= Scale=1:37.6 3 PIN 010 V 9.00 1226 27 il w ` "6 25 a 6x6= g 11 28 N N q 4 '90im 11 2 cr I� 1 I5.00 12 mi 5 0 4x4 C 4x4 C 1 7-1-0 I 14-2-0 1 7-1-0 7-1-0 Plate Offsets(X,Y)— 12:0-1-13,0-0-1314:0-1-13,0-0-131 TCLLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.07 6-21 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.16 6-21 >999 180 BCLL 0.0 Rep Stress Incr YES WO 0.44 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code IBC20151TP12014 (Matrix-S) Weight 66 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers- .foe ,r� OTHERS 2X4 DF Std G •' . a6 be installed during truss erection '' ., - 1�@S Installation guide. @\('y{[\,Pk v/0 REACTIONS. (lb/size) 2=764/0-5-8,4=765/0-5-8 Max Horz 2=181(LC 10) Max Uplift2=-159(LC 12),4=159(LC 13) ��L7 86809PE �r- FORCES. (lb)-Max-Comp./Max-Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-1393/125,25-26=-1244/135,3-26=-1226/152,3-27=-1226/208,27-28=-1244/190, 4-28=-1393/177 BOT CHORD 2-6=-98/1113,4-6=-92/1108 WEBS 3-6=-9/989 vG ,r2 /Y ? 10, 20 `C) NOTES- ,Q `i\� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.H;Exp B;enclosed;MWFRS Q M. KOC (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-1-0,Exterior(2)7-1-0 to 10-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 06/30/17 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. A+t K0 5)All plates are 1.5x4 MT20 unless otherwise indicated. l" 6)Gable studs spaced at 1-4-0 oc. C,4 ovVA/4 + 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ail �..,,.r 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will / •A — 0 fit between the bottom chord and any other members. r /" ,I 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify st -f 47 0 capacity of bearing surface. ' 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=159, �® ���9� c tri 4=159. ,.{L,' `CT){ALSr 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum ,$'.,r G sheetrock be applied directly to the bottom chord. ,",... , December 28,2016 amennalsommusummummossffornemorI MOM jak 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 Ibuilding 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 ANSIITPN Quality Criteria,DSB-89 and BCS/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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699942 19232 E02 Scissor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:04 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-1 KaW7iCtidylRmmclgMiW72glJX?d2RpE8UV 1 Cy6M9j 1 -1-4-0 1 7-1-0 I 14-2-0 1 15-6-0 1 1-4-0 7-1-0 7-1-0 1-4-0 4x6= Scale=1:37.6 3 EN 9.00 FlY 14 I 15 PIA s 13 6x6= 16 w N 2 4 0 m At im q 5liWil .00 12 5 0 IMI 4x4% 4x4 I 7-1-0 I 14-2-0 i 7-1-0 7-1-0 Plate Offsets(X,Y)- [2:0-1-13.0-0-131.14:0-1-13.0-0-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.07 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.16 6-9 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.44 Horz(CT) 0.09 4 n/a n/a BCLL 0.0 BCDL 10.0 Code 1BC2015/TP12014 (Matrix-S) Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4DFStdG " MiTek recommends that Stabilizers •� :•rje- •r- be installed during truss erection ` : .- -- Installation guide. , REACTIONS. (lb/size) 2=764/0-5-8,4=765/0-5-8 , ��G'N�F� !02 Max Horz 2-181(LC 10) Z -fT Max Uplift2=-159(LC 12),4=-159(LC 13) 86809PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-1393/125,13-14=-1244/135,3-14=1226/152,3-15=-1226/208,15-16=-1244/190, 4-16-1393/177 BOT CHORD 2-6-98/1113,4-6=-92/1108 c/&.�REGQN WEBS 3-6=-9/989q NOTES- �„� V 10, '4'J�`G 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 0to. Koh (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-1-0,Exterior(2)7-1-0 to 10-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 06/30/17 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide live440 . KO fit between the bottom chord and any other members. "►jC 6)A plate rating reduction of 20%has been applied for the green lumber members. Crr.� 7)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify . Q s--... .. capacity of bearing surface. .., 4'' O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=159, ' //.. '` . f' 4=159. 1 , 9)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and'A"gypsum -,..x., sheetrock be applied directly to the bottom chord. ,'1? 4g236 �t o ( L �SIDNAL � December 28,2016 f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE .441 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M lie k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANslrrpI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699943 19232 E03 Scissor 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:05 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-V W7uL2C WTw592wLoJNb2LarlitsMUPyToD2Zey6M9i I 7-1-0 I 14-2-0 I 7-1-0 7-1-0 4x6= Scale=1:36.4 2 PLI 9.00 rii 12 I 13 I 1 �S 14 1 4 6x6= N at N 1 3 0 5.00 12OM 3x6 3x6 I 7-7� I 14-2-0 Plate Offsets(X,Y)— 11:0-1-0,Edce1,13:0-1-0,Edcte] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.08 4-7 >999 240 MT20 220/195 (Roof TCDLSnow=30�)0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.17 4-10 >980 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.08 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers- ..:,.fie,-"•".i . - be installed during truss erection - , •. '• Installation guide. \Cj !�G(Nk-—0/o REACTIONS. (lb/size) 1=666/0-5-8,3=666/Mechanical E 2 Max Harz 1=-152(LC 8) „K Max Upliftl=-118(LC 12),3=-118(LC 13) �� 86809PE FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-1432/186,11-12=-1286/188,2-12=-1265/206,2-13=-1265/250,13-14=-1286/231, 3-14=-1432/229 BOT CHORD 1-4=-156/1147,3-4=150/1147 OREGON (L WEBS 2-4=56/1028 V gust) c7.1' ,o, 2°�c,'� NOTES- � \ 1)Wind:ASCE 7-10;Vult=140mph(3-second Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS M. Kd (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-1-0,Exterior(2)7-1-0 to 10-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 06/30/17 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 1(0 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity G* 01'4"811.YV C..f. of bearing surface. ':......„ „,,,__. e 8)Provide d r v de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=118, / ''/ - 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum �— sheetrock be applied directly to the bottom chord. m , r L 4..VsIQNALSAG December 28,2016 a f ®WARNING-Verity 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 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 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 ANSIITP11 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES i 19232 JBO1 Jack-Partial 1 1 K26999441 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:05 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-V W7uL2CWTw592wLoJNtx2LapBirEMbVyToD2Zey6M9i 1 -1-4-0 1 4-0-7 I 8-0-0 1 9-11-11 I 1-4-0 4-0-7 3-11-9 1-11-11 4 Scale=1:45.4 RR,.Pr)Q/ 3 1/ �o �IIJJ f rl V I'.� �.-1�' GIN �SS 9.0o ,2 10 7 co 4 86809PE 9c a 9 �, OREGON 2 `X16 4}' 10' ?° \( 1' 2 . M, KpV1` 1 =. 3x8 i 5 EXPIRES: 06/30/17 I 8-0-0 8-0-0 Plate Offsets(X.Y)-- [2:0-1-13.0-1-81 TOL S) DING(P30.0 SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.27 5-8 >355 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=531/0-5-8,5=71/Mechanical,3=393/0-3-0 Max Horz 2=365(LC 12) Max Uplift2=-21(LC 12),3=-302(LC 12) Max Grav2=531(LC 1),5=123(LC 3),3=398(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-280/145,9-10=-257/175,3-10=-251/204 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-11-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category If;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. ist8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) ,p9 Q t� 3=302. `4' ' t,. ,� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. f `rVri 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y.'gypsum •`� '0 sheetrock be applied directly to the bottom chord. t /,.f ,�'ice` til eA" SS-TONAL December 28,2016 A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74T3 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not _, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek 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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES I K26999451 19232 J602 Jack-Partial 1 1 Job Reference(optional) 1 Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:06 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy600G-zihGYODBEEDOg4v?t5OAby7zs6By52l5ttSzb55y6M9h 1-1-0-0 1 4-0-7 I 8-0-0 11-11-11 I 1-4-0 4-0-7 3-11-9 3-11-11 4 Scale=1:54.5 loo 0 �f`� .D P R OFFs 9.00 I 103 �`� G�NE�� t�/o E w 86809PE ��' ob t, OREGON rl, 9 0 G<y ...k- 2c) .E- 0 1 �. M. KOvs 3x8 �i 5 EXPIRES:06/30/17 I 8-0-0 I 8-0-0 Plate Offsets(X.Y)-- [2:0-1-13.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 TCDLSnow=30 00 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 5-8 >351 180 7. BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code IBC2015[TP12014 (Matrix-S) Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Bir G BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(t=length)2=0-5-8,5=Mechanical,3=0-3-0. (Ib)- Max Horz 2=439(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 4=-117(LC 12),3=-307(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=553(LC 1), 3=394(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-318/214,9-10=-2891266,3-10=-276/268 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 11-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20e/u has been applied for the green lumbersigned f14. 7)Refer to girder(s)for truss to truss connections. l 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. (�01 .,Mit", � ,r. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 4 and 307 lb uplift at 'T} /�-, Gy joint 3. • ; -ta. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. /,,;f 47_,,,,,y.... 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum A sheetrock be applied directly to the bottom chord. to r �it� x6,49233 G �r� Ask'IQNAL RAL-al G December 28,2016 essavowagspownsummensammessar iik WARNING..Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699946 19232 JB03 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:06 2016 Page 1 I D:2eaJLMds4Z14GD3sSu4j?sy6OoG-zihGYODB EED0g4v?t50AbY7zZ6By5215hszb55y6M9h 1-1-401 4-0-7 I 8-0-0 13-11-11 1-4-0 4-0-7 3-11-9 5-11-11 4 Scale:3/16"=1' I I ISn 0 ��Q.EO PR Of-6., s 9.00 12 10 �� �NGINEFR /© 3 -> Lco o `�' 86809PE r. ' o v OREGON f1, 9 0'5'IO y 10 cio 2 M. KO�`�` 5 3x8 2 EXPIRES: 06/30/17 I 8-0-0 I 8-0-0 Plate Offsets(X,Y)-- 12:0-1-13.0-1-8] LTCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl LJd PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 5-8 >351 180 BCLL 0.0 * Rep Stress'nor YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,5=Mechanical,3=0-3-0. (lb)- Max Horz 2=5D6(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 4=-178(LC 12),3=-369(LC 12) Max Gray AU reactions 250 lb or less at joint(s)4,5 except 2=553(LC 1), 3=472(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-397/284,3-9=-373/336 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 13-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. m- KO, 7)Refer to girder(s)for truss to truss connections. ,..13, lo' 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. '`4' ••WAS 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 178 lb uplift at joint 4 and 369 lb uplift at (,� joint 3. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. tr/;;� ` `2 r/ '= 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and/"gypsum , /-, sheetrock be applied directly to the bottom chord. io r '�eYpo 4G 49 33 o �a�', • ` "SAL .,' s`SIONALG December 28,2016 A mil ,g WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property 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 Mirk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 V I tl fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI1TPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K26999471 19232 JB04 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:07 2016 Page 1 I D:2eaJLMds4Z14GD3sSu4j?Sy60oG-RvFfmkEm?YLtI EU BRovP8mg E E W Ymq V?Fw6 i9eXy6M9g -1-4-0 1-11-11 8-0-0 1-4-0 1-11-11 I 8-0-5 Scale=1:17.7 3 4 9.0012 0 2 1 — — - - -A. f ‹ o ♦ 8 9 10 4 JUS24 JUS24 JUS24 1 4x4= I 1-10-15 1-1 111 8-0-0 1-10-15 0-d-12 6-0-5 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.09 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.24 4-7 >404 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and r- acing be installed during truss erection,in...... ..L - t'.t-- Installation guide. REACTIONS, (lb/size) 3=115/Mechanical,2=264/0-5-8,4=117/Mechanical Max Horz 2=103(LC 32) ��' EF� s/o�/ Max Upltft3=-48(LC 12),2=-53(LC 12),4=26(LC 12) Max Gray 3=122(LC 38),2=264(LC 1),4=122(LC 3) ��✓ 86809PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS OREGON (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for �1 c..6, ,1ti members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ll 2)TCLL:ASCE 7-10;Pf=30.Q psf(fiat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 `�'1 0 y 1 + 2 \.� 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs Al.,, KO non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXPIRES: 06/30/17 fit between the bottom chord and any other members. 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 48 lb uplift at joint 3,53 lb uplift at joint 2 and 26 lb uplift at joint 4. M- KO 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%:"gypsum sheetrock be applied directly to the bottom chord. W; C' 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the O� rGsh 4 left end to 6-0-12 to connect truss(es)to back face of bottom chord. ix 11)Fill all nail holes where hanger is in contact with lumber. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I LOAD CASE(S) Standard F 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 � �, 4}23 1 Uniform Loads(plf) tax `IT}KAL Vert:1-3=-74,4-5=-20 �Ss�ONAL � Continued on page 2 December 28,2016 1 - 4 rA— WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTekiS connectors.This design is based only upon parameters shown,and is for an individual building component,nottut a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek._ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES 19232 J804 Jack-Closed 1 1 K2699947 Job Reference(optional) - Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:07 2016 Page 2 I D:2eaJLMds4Z14G D3sSu4j?sy60oG-RvFfmkEm?YLtI EU BRovPBmgEE W Ymq V?Fw6 i9eXy6M9g LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=5(B)9=-25(B)10=-78(B) F AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' �3iTek' 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 ANSVfPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Slug 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES 19232 J805 Jack-Closed 2 1 K2699948 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:07 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-RvFfmkEm?YLtIEUBRovP8mgEV WZOW?Fw6i9eXy6M9g I -1-4-0 I 3-11-11 8-0-0 1-4-0 3-11-11 I 4-0-5 3 Scale=1:22.2 y :i f. 9.00 F12- '9 m 9 2 , B OM to 1 III 4 3x4<-i l 3-10-15 3-1f11 8-0-0 3-10-15 0-0-1? 4-0-5 Plate Offsets(X,Y)-- [2:0-1-13.0-1-8j LOADING(psf30.0 ) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 0.0) Plate Grip DOL 1.15 TC 0.14 VertLL -0.08 4-7 >999 240 MT20 220/195 TCDL Snow=307 O Lumber DOL 1.15 BC 0.31 Vert(CT) -0.25 4-7 >388 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers- • 0 t laelPtFN •r- ' be installed during truss erection - '• • REACTIONS. (lb/size) 3=121/Mechanical,2=364/0-5-8,4=62/Mechanical Installation guide. c,,� •,, (VEE c jo Max Horz 2=170(LC 12) 1j� Max Uplift3=-85(LC 12),2=-36(LC 12) Q 86809PE 1! Max Gray 3=127(LC 20),2=364(LC 1),4=121(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 0 VGQREGON t�, L (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-10-15 zone;cantilever left and right exposed;end 4.y 2.0 "� vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 --1 1 Q' `N ✓l 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ® n,r. KO \� 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs r non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 06/30/17 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 85 lb uplift at joint 3 and 36lb uplift at joint 2. M• KOC 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum G t• WA$ c sheetrock be applied directly to the bottom chord. IY/' *; 0 j . 1 = li .-:i7r , "°�QO�j.,.�49233 �, �Q�+� "KAL . 4' �sIONAL December 28,2016 d pin ,®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 MT ' ek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 14 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES I 19232 J906 Jack-Closed 2 1 K26999491 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:08 2016 Page 1 ID:2eaJ LMds4214GD35Su4j?sy60oG-v5p 1 z4FOmrT1vO3N_W QegzCNxwvIZyE09mSiAzy6M9f 1 -1-4-0 1 5-11-118-0-0 1-4-0 5-11-11 1 P-0-5 3 Scale=1:29.9 9.00 12 ‹tCi'�.- PR()Fe 1 �N5 N,GINE(Z9 0 cc�cf 86809PE: �r 8 2 r , OAR,1 3© }' 10 `�o[���G� 4 M" IN. 4x4= EXPIRES:06/30/17 1 5-10-15 5-1h-11 8-0-0 1 5-10-15 0-0-12 2-0-5 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.08 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.26 4-7 >371 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code fBC2015/TPI2014 (Matrix-S) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=173/Mechanical,2=456/0-5-8,4=66/Mechanical Max Horz 2=237(LC 12) Max Uplift3=136(LC 12),2=55(LC 12) Max Gray 3=182(LC 20),2=456(LC 1),4=122(LC 3) FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 136 lb uplift at joint 3 and 55 lb uplift at joint 2. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum Ivi. �a sheetrock be applied directly to the bottom chord. Cr' O ,,` „_ iC ,.r C.� li �'RjL OA.S,s,IQNAL 6 ; December 28,2016 mannamosmissummasseammliort A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' liTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1E fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS1/IP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Mug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K26999501 19232 JB07 Jack-Closed 2 1 Job Reference(optional) 1 Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:08 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-v5p1 z4FOmrTjvO3N_WQegzCKmwthZyE09mSiAzy6M9f 1 -1-4-0 I 7-11-11 8-1?-0 1-4-0 7-11-11 0-0-5 Scale=1:37.6 3 1 d 9.00 12 .4\°1‘. ."..! or�� ,N)- t,� �NC,I(VEFR ��D� 9 �, 86809PE r 8 v OREGON r(, 1 2ft, f m 0OZ}' 2QIN G. I� 1 Imo -9 3x8 O EXPIRES:06/30/17 1 7-11-11 8-i-0 7-11-11 0--5 Plate Offsets(X,Y)- [2:0-1-13.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.41 Vert(CT) -0.27 4-7 >353 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015TTPI2014 (Matrix-S) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=228/0-1-8,2=544/0-5-8,4=72/Mechanical Max Horz 2=304(LC 12) Max Uplift3=185(LC 12),2=-74(LC 12) Max Gray 3=240(LC 20),2=544(LC 1),4=123(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL 4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 at joint(s)3. 1st. Ko . 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 185 lb uplift at joint 3 and 74 lb uplift at joint Ken.2. �, o0 WASIN, 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and/ gypsum s` '''.0.,«4' ' fir sheetrock be applied directly to the bottom chord. l f� _ \-y/ December 28,2016 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111.7473 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing ek MiT - i is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek- is 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES I 19232 JB08 Jack-Closed 1 1 1(26999511 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 a Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:08 2016 Page 1 I D:2eaJ LMds4Z 14GD3sSu4j?sy60oG-v5p 1 z4FOmrTjvO3 N_WQegzCKUwtVZyE09mSiAzy6M9f I -1-40 I 8-0-0 1 9-11-11 I 1-4-0 8-0-0 1-11-11 Scale=1:45.4 4 I 3 QED P R pre \C)' NGINE - SS/O s.00 12 f. 9 2 10 .c.,,,,\.- y. - 86809PE f v r` 9 v OREGON ti '5r 10, 2 G ® M. K _ lola ._. 3x8 i 5 EXPIRES: 06/30/17 I 8-0-0 I 8-0-0 Plate Offsets 7(Y)-- [2:0-1-13.0-1-81 LTCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 5-8 >352 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code IBC2015TTPI2014 (Matrix-S) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (lb)- Max Horz 2=372(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-246(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=550(LC 1), 3=316(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-272/145 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 111 Ko 7)Refer to girder(s)for truss to truss connections. �p� �� 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �4' O� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) I �{i Gid 3=246. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. -',./,./y //i . 'Z.', 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum i / sheetrock be applied directly to the bottom chord. to i,�r � .aha � 4A233c fr � December 28,2016 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPIl 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699952 19232 JB09 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:09 2016 Page 1 I D:2eaJLMds4Z14G D3sSu4j?sy60oG-N H N PBQGOX9baXYeaYDytD BI VDKDkIPUYNQCGiPy6M9e I-1-4-0 1 8-0-0 1 11-11-11 1-4-0 8-0-0 3-11-11 5 Scale=1:54.5 g a 4 -\�?"° PR OFFS 3 9.00 ,z „ r_N 0CNG I NE-R s<0 `c 86809PE 17_,.... OREGON 0, 10 0�, .11111.111111111.11111111 �Ci�? 10, 2��" 2 /: d o _. M. KO ._. 3x8 i 6 EXPIRES: 06/30/17 8-0-0 I 8-0-0 Plate Offsets(X,Y)-- [2:0-1-13.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.08 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 6-9 >352 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight 34 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-1-8,3=0-1-8. (Ib)- Max Horz 2=439(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 4=-119(LC 12),3=-251(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=550(LC 1), 3=322(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=317/215,10-11=-291/267,3-11=-277/270 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 11-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. M IC4, 6)A plate rating reduction of 20%has been applied for the green lumber members. p� ,iC 7)Refer to girder(s)for truss to truss connections. C 69 WAS. ,Er 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. (;+ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)4=119 r6. f� r x 3=251. // r'r '` ,j, 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. I =, 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum Ud -•„ ., el; sheetrock be applied directly to the bottom chord. rd �o GC R!?I33 c, `� �-s'IONAL � December 28,2016 __ I „4,WARNING-Verilydesign 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 , _ F building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek 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 ANSUTPII 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 iJob Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699953 119232 JB10 Jack-Closed 1 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:09 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-N HNPBQGOX9baXYeaYDyIDBIUyKDkIPUYNQCG1Py6M9e 1-1-4-0 I 8-0-0 13-11-11 1-4-0 8-0-0 5-11-11 6 Scale:3/16"=1' m Iu, a s R (� 4 �((, O PR Ore .9/0 9.00 ,2 ,2 ��c �NG1NE�``�-9( V/�11,.. 3 ->":,... a `t- 86809PE a o �,GOREGOV�t'L 2 11 'S 10 G� �: M�\ x` I M Ko 7 3x8 'i EXPIRES: 06/30/17 I 8-0-0 I 8-0-0 Plate Offsets(X.Y)— [2:0-1-13.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.08 7-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 7-10 >352 180 TCDL 7-0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015ITPI2014 (Matrix-S) Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=506(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6 except 4=-123(LC 12),5=-119(LC 12),3=-251(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=550(LC 1), 3=322(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-398/286,3-11=-375/337 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,interior(1)1-8-0 to 13-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . KO. 6)A plate rating reduction of 20%has been applied for the green lumber members. f0 7)Refer to girder(s)for truss to truss connections. Gips'WASI ;'' 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,3. $ T. 0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)4=123 * 4 ., °' p 5=119,3=251. r�. f�/ , 4✓s 1. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,3. `- / 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum rA ,� f1` sheetrock be applied directly to the bottom chord. „tt o,),. L C5 December 28,2016 t nu AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrPII Quality 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699954 119232 JB11 Jack-Closed 1 1 I Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:10 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-sTxnOmGeITjR9hDm6xT6101cfjYzl skhc4xpEsy6M9d C1-4-01 8-0-0 I 15-11-11 I 1-4-0 8-0-0 7-11-11 8 Scale=1:71.8 9.00 12 IT 7 1r:° F6x,>-47__. 3 ' m 86809PE f - ac, ^ v OREGON cti 13 77Ocr M. KOL`M^'` 9 EXPIRES: 06/30/17 3x8 l 8-0-0 I 8-0-0 Plate Offsets(X.Y)-- [2:0-1-13.0-1-8) LOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.08 9-12 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 9-12 >352 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length)8=Mechanical,2=0-5-8,9=Mechanical. (Ib)- Max Horz 2=573(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8 except 5=-123(LC 12),6=-123(LC 12),7=-119(LC 12),3=-251(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,9,5,6,7 except 2=550(LC 1), 3=322(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-482/356,3-13=459/408,3-4=-292/241,4-5=-288/248 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 15-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . . R0� 6)A plate rating reduction of 20%has been applied for the green lumber members. in. 7)Refer to girder(s)for truss to truss connections. G 4 WA,St ., p 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7,3. / W3 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb)5=123 .� �'Awe- a Ar Awe " ,6=123,7=119,3=251. Ile �, t. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,6,7,3. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum rA . • sheetrock be applied directly to the bottom chord. •,•t1 'i r 'per 664A2293 c,? 'RAL ss1DNAL St16V December 28,2016 Not ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 4 ^ '1ek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the F v, !l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES r 19232 JB12 Jack-Closed 1 1 K2699955I Pacific Lumber&Truss Co., Beaverton,OR 97005 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:10 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-sTxnomGeITjR9hDm6xT6101fzjYz1 skho4xpEsy6M9d 1 1-4-0 0 i 8-0-0 1 9-11-11 1 8-0-0 1-11-11 4 d Scale=1:45.4 w 0 3 '<o" 0.0 PROFFS �� �CNGIN '' Os s.00 1z_86809PE r7/, vOREGON2CG< 5 EXPIRES:06/30/17 1 A-0-0 I Plate Offsets(X.Y)-- [2:0-1-13.0-1-8] 8-0-0 LOADING(psf) TOLL 30.0 SPACING- 2-0-0 CSI. DEFL, in (loc) l/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 5-8 >352 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=Mechanical,3=0-1-8. Installation guide. (Ib)- Max Horz 2=366(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-241(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=550(LC 1), 3=310(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=268/139 NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-8-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. KO 7)Refer to girder(s)for truss to truss connections. 141- 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. Ci o yy, r, lei 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at joint(s)4,2 except t=lb lmoi 3=241. P P 11 ) t.. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. % / ; x/, " 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum » J sheetrock be applied directly to the bottom chord. 01:664233 GS` hk L sSIOHAL G December 28,2016 e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1F7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTekt8 connectors.This design is based only upon parameters shown,and is for an individual building component,not Y a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek- 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES I 19232 JB13 Jack-Closed 1 1 K2699956i Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:11 2016 Page 1 I D:2eaJ LMds4Z 14GD3sSu4j?sy60oG-KgV 9b6 HG3m rlmroyge_Llcggj7uCmJ_rrkh M n ly6M9c I-1-4-0 I 8-0-0 1 10-8-0 1-4-0 8-0-0 2-8-0 5 Scale=1:49.1 4 r m ri 1 ���Ep P R QFFstS 9.00 1z 3 �`C� �NGINEF� /O 11 0 ct' 86809P - r 10 t,, OREGON r1, 0'S' G�Y10, 2°1 G) 2 �, 11131 M. KO° ' Es 3x8 G 6 EXPIRES: 06/30/17 l 8-0.0 i 8-0.0 Plate Offsets(X.Y)-- [2:0-1-13.0-1-8] LTCLLOADING(P530.0) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.08 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 6-9 >352 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G 60T CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,6=Mechanical. (Ib)- Max Horz 2=394(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,4 except 3=-246(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,4 except 2=550(LC 1), 3=316(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-292/167 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 10-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. IL RO�r,.� 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. '�j `t,M +^ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2246. ,4 except(jt=lb) G OV 3Bevel J. r'O 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. . A _ 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum j `: ' sheetrock be applied directly to the bottom chord. Sa err. t **50 60iti 233 eff k,i SsrONAL 0 December 28,2016 .A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek0 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 ANS9TPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES ` 19232 JB14 Jack-Closed 1 1 K2699957. Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:11 2016 Page 1 10:2eaJLMds4Z14GD3sSu4j?sy60oG-KgV9b6HG3mrlmroyge_UcggN7udmJ rrkhMnly6M9c 1--0 I 8_D _0 � 12-8-0 i 0 4-8-0 6 Scale=1:57.4 5 Im 4 �{)_�� PR OFFS 9.00 12 12 ��`� ��G I NF .„ s/o 3 . o 86809PE 2r c a �,GOREGON rt, 91 -90 M. KO° 1 7 3x8 2 EXPIRES: 06/30/17 l 8-0-0 I 8-0-0 Plate Offsets(KY)- [2:0-1-13.0-1-81 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.08 7-10 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.27 7-10 >355 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:35 lb FT=20 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 0-1-8 except Qt=length)2=0-5-8,7=Mechanical. Installation guide. (Ib)- Max Horz 2=461(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 4=-129(LC 12),3=-253(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,4,5 except 2=535(LC 1), 3=326(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-350/247,3-11=-328/296 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 12-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. KQ 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 roe WWAS jC,f. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)5 except(jt=lb)4=129 n� /' -. �� 3=253. �4 ..��i•rfi„ 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,3. �' 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum > sheetrock be applied directly to the bottom chord. 4'L/ ..5%,1., December 28,2016 ®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 T kis always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 'V Ff Se fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,AP223314Irty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 IJob Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699958 119232 JB15 Jack-Closed 1 1 I Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek industries,Inc. Thu Dec 2215:37:12 2016 Page 1 ID2eaJLMds4Z14GD3sSu4j?sy6OoG-os3YpSlvg4z9O?N9DLVarpN_aXERVmE 4NQWJky6M9b r1-4-0 8-0-0 14-8-0 1-4-0 8-0-0 6-8-0 Scale=1:66.3 9.00 12 7 8 r IY 0 , 1 6 3x4 ,1 �0 PROFFS 4 514 �r\`j NGINE�� `S/0�9 _ 3 0 Qc 86809PE c 6 Y o� v OREGON ti 13 �'5' Y 10, 2.°N CT 1 2 M. KO 9 3x8 ,i EXPIRES: 06/30/17 I 8-0-0 l 8-0-0 Plate Offsets(X,Y)-- [2:0-1-13.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.08 9-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 9-12 >352 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 7 n/a n/a BOLL 0.0 Code IBC2015/TP12014 (Matrix-S) Weight:39 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing . Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(t=length)2=0-5-8,9=Mechanical. (Ib)- Max Horz 2=529(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7 except 5=123(LC 12),6=-119(LC 12),3=-251(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,5,6,7 except 2=550(LC 1), 3=322(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-426/308,3-13=403/360 NOTES- 1)Wind:ASCE 7-10;Vult=14omph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 14-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Ni. RQ 6)A plate rating reduction of 20%has been applied for the green lumber members. 41 WA��"•IC 7)Refer to girder(s)for truss to truss connections. �o ik *(-4 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7,3. // 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb)5=123 .'' / -1'_ 6=119,3=251. „/„.;,/ r'J- 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,5,7,3. / 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum �, '^er sheetrock be applied directly to the bottom chord. r0yp; s-ZONAL Cl December 28,2016 r igi WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. R M Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Mug Circle 1 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699959 19232 JB16 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Dec 22 15:37:13 2016 Page 1 ID2eaJLMds42:14GD3sSu4j?sy60oG-G2cwOnJXb05009yLn30pN1w65xagEDU711ATrBy6M9a (1-4-01 8-0-0 I 16-8-0 1 1-4-0 8-0-0 8-8-0 8 9 Scale=1:74.7 9.00 12 m I� 0 7 G{� PRO pe PROpe 3x4'/ g 15 SO ��r\G' �NG'NEFR U/O 4 p5 ': o 3 86809PE If. J-, o . NN r OREGON ti 14 y"9d 1 M. Oo_`\G •oma 1 2 -- `\`+A`V q` 10 EXPIRES: 06/30/17 3x8 1 8-0-0 I 8-0-0 Plate Offsets(X.Y)— (2:0-1-13.0-1-81 LTCLLOADING(Ps30.0 SPACING- 2-0-0 CM. DEFL. in (loc) Men Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.08 10-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 10-13 >352 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. / WEDGE Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,10=Mechanical. (lb)- Max Horz 2=596(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8 except 5=-123(LC 12),6=-123(LC 12),7=-119(LC 12),3w 251(LC 12) Max Gray All reactions 250 lb or less at joint(s)10,5,6,7,8 except 2=550(LC 1), 3=322(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-510/378,3-14=487/430,3-4=-320/264,45=316/271 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 16-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. isrt K4` 6)A plate rating reduction of 20%has been applied for the green lumber members. p� MsY_ 7)Refer to girder(s)for truss to truss connections. ., C. a9`]�JAsij f 0, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7,8,3. • ' . .4:.. "M1' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except Qt=lb)5=123 y � 6=123,7=119,3=251. tet ' 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,6,7,8,3. /►Jl 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum to - 0sheetrock be applied directly to the bottom chord. 'ifs "d��G 49233 c4i7Lsta ' SS.1ONAL G December 28,2016 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 ll 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'ekt 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/T.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699960 19232 JB17 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:13 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-G2cwOnJXbO5009yLn30pN1w5bxagEDU711ATrBy6M9a 11-4-01 8-0-0 1 17-9-2 1 1-4-0 8-0-0 9-9-2 9 Scale=1:79.3 m 9.00 12I"' 8 o 7 { P I 15 \��v° °F�Vs 6 1�� �NGINFR �� 3x4% 2 5 <C/ r: 4 O in i-- ,„._`44 4c 86809PE 9< < 3 v�OREGONO�ri, 14 'y,9© Y 10. 2 \4\�� 1 2 i M. KO `: 10 EXPIRES:06/30/17 3x6 I 8-0-0 I 8-0-0 Plate Offsets(X.Y)-- [2:0-1-13.0-1-8j TCLL LOADING(psf30 0 SPACING- 2-0-0 CSI. DEFL. in (loc) MelL/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.08 10-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.27 10-13 >352 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) -0.02 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight 44 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=Mechanical,2=0-5-8,10=Mechanical. (lb)- Max Horz 2=633(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9 except 5=-123(LC 12),6=-123(LC 12),7=-123(LC 12),8=-112(LC 12),3=-251(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,10,5,6,7,8 except 2=550(LC 1),3=322(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-557/419,3-14=-534/471,3-4=-367/304,45=-363/311,5-6=-283/240 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 17-8-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . KO 6)A plate rating reduction of 20%has been applied for the green lumber members. �Q �ftv � 7)Refer to girder(s)for truss to truss connections. G'`S' OV 'AS 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7,8,3. Qr C 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb)5=123 �f�'a,% �= at 6=123,7=123,8=112,3=251. / ,.. +" 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,6,7,8,3. / J 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum t!sI (y sheetrock be applied directly to the bottom chord. "4 '�63_,.504,' IONAL December 28,2016 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekiC 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 MiTek'T'{ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing f i1ek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699961 19232 JD01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:14 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-kFAlE7J9LhDtdJXXLmX2wESQsLzrzgkHXhv1 Ndy6M9Z I -1-4-0 I 1-10-15 1 6-10-8 1-4-0 1-10-15 4-11-9 Scale=1:15.7 3 1 1 9.00 12 0 2 11 II 11 Io -, 8 9 10 4 0,4 JUS24 JUS24 JUS24 1 3x4 .i I 1-10-3 1-19115 6-10-B 1 1-10-3 0-0-12 4-11-9 Plate Offsets(X.Y)- [2:0-1-13.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.04 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.12 4-7 >661 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci • MiTek recommends that Stabilizers- fe'r'• A be installed during truss erection 'F:� •-• • F-t•5 Installation guide. �`5 NGI NF�+ v/O REACTIONS. (lb/size) 3=90/Mechanical,2=254/0-5-8,4=126/Mechanical V • 2 Max Horz 2=101(LC 24) Max Uplift3=-39(LC 8),2=-51(LC 8),4=-49(LC 8) ic7 86809PE �< Max Gray 3=97(LC 30),2=254(LC 1),4=127(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTEd- OREGON\r�, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 � c4' G4 Y 10 29 `0 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs O 44, KO non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXPIRES:06/30/17 fit between the bottom chord and any other members. 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)3,2,4. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. M. KO 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the C left end to 6-0-12 to connect truss(es)to front face of bottom chord. Gdj?WASFtn r.. 11)Fill all nail holes where hanger is in contact with lumber. G� 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �' A✓ r r ,> - LOAD CASE(S) Standard /-- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 cA Uniform Loads(plf) v4 > � Vert:1-3=-74,4-5=-20 •A,... G 49233 0, 4� Concentrated Loads(lb) Vert:8=5(F)9=-25(F)10=78(F) s`sI®NAL-0G December 28,2016 mile ®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 MiTekO 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 /t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 !Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699962 119232 JD02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:14 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-kFAIE7J9LhDtdJXXLmX2wESQwLz7zgkHXhv1Ndy6M9Z I -1-4-0 3-10-15 6-10-8 1-4-0 3-10-15 2-11-9 Scale=1:22.2 ,,R),0PROFFS 3 c-;\ ti�Gi "1' s> ! w 'L 868091,1'E �< 9.00 12 s vGOREG N�r1, -To Y 10 M2 . K 1�- / 7. 8 , Io EXPIRES:06/30/17 ►� 1 OM. 4 3x4= 3-10-3 3-19115 6-10-8 3-10-3 0-0-12 2-11-9 LOADING(psfl TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.04 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 4-7 >604 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=116/Mechanical,2=350/0-5-8,4=54/Mechanical Max Horz 2=168(LC 12) Max Uplift3=-85(LC 12),2=-42(LC 12) Max Gray 3=122(LC 20),2=350(LC 1),4=104(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)3,2. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 14"gypsum Ko sheetrock be applied directly to the bottom chord. • J - 1 .d� 49233 G5 ode 45',Q NA1A..L-06 ' December 28,2016 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEN REFERENCE PAGE Mg-7473 rev.10/03/20£5 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 ,aa building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' i IT ek' 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES I K2699963 19232 JD03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:3715 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-CRkgRTKn6?LkFT6jvU3HSS?ZLkJGi7zQmLfaw3y6M9Y I -1.4-0 I 5-10-15 16-10-8 1 1-4-0 5-10-15 0-11-9 Scale=1:29.9 3 9.00 12 tc:k- rnQI �• ��5 �cNGiNEF9 /02 `t' 86809PE: 9c 8 z ,-71 L,GOREG®N�cZ, 8' .S' �3' 10, 2Q \C) 4 M. K° 4x4 = EXPIRES:06/30/17 I 5-10-15 1 6-10-8 1 5-10-15 0-11-9 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.04 4-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.14 4-7 >566 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight 22 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=169/Mechanical,2=439/0-5-8,4=60/Mechanical Max Horz 2=235(LC 12) Max Uplift3=136(LC 12),2=-60(LC 12) Max Gray 3=178(LC 20),2=439(LC 1),4=105(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)2 except(jt=lb) 3=136. 14- KO ' , 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsumJo sheetrock be applied directly to the bottom chord. Cj)' O11 1 lir om„f; ` i 16 r' 49233 �1,04 Q• , "RAL . ' s' Sti IONALG December 28,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA-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 til ire k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES ! K2699964 19232 JDO4 Jack-Open 1 1 Job Reference(optional) i Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:15 2016 Page 1 I D:2eaJLMds4Z14G D3sSu4j?sy60oG-CRkg RTKn6?LkFT6jvU3HSS?YmklEi7zQmLfaw3y6M9Y 1 -1-4-0 1 6-10-8 17-10-15 1 1-4-0 6-10-8 1-0-7 Scale=1:37.7 4 in 0 3 �.:Ep PRpFFss 9.00 12 �c� ANG I N &. /a m __4(., -7___< • 10 a , 9 '''(/‘OREGON rj, 0' - Y 10 'a°Nk- 2 M K0 1 M. 5 3x6= EXPIRES: 06/30/17 I 6-10-8 6-10-8 Plate Offsets(X.Y)-- 12:0-6-0.0-1-6) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.05 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.15 5-8 >546 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(t=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=302(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-190(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=486(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20e%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 at joint(s)3. Rd 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) ' .prO j" 3=190. G L 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. ` ',/. -- . - `•� • 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum / �4 '4 e �- sheetrock be applied directly to the bottom chord. i• r 1, / , l to co. .` '4,t:r6C�,,�49.233 t �, ` RAL .„ ' ss'ONAL - December 28,2016 1 _ ®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 , 1 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 't budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES 1 K26999651 19232 JDO5 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:15 2016 Page 1 I D:2eaJ LMds4Z14GD35Su4j?sy60oG-CRkg RTKn6?LkFT6jvU3HSS?YmklEi7zQm Lfaw3y6M9Y 1 -1-4-0 1 6-10-8 1 9-10-15 1-4-0 6-10-8 3-0-7 Scale=1:45.4 5 T I9 4 QED P R°Pe 3 -.1 NGINE. �'/p 9.00 ,2 S 19 2 „ '� 86809PE 44.1 9� ' n 10 v OREGON (1, �'Sq }' 10, 2°��0 2 Al 0 1 , � M. KpM r= 6 3x6 = EXPIRES: 06/30/17 l 6-10.8 I Plate Offsets(X,Y)- [2:0-6-0,0-1-61 LTCLLOADING(PS30.0) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.05 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.15 6-9 >546 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=369(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=-224(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=486(LC 1), 3=288(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-262/174 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. R4 7)Refer to girder(s)for truss to truss connections. * 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. D,t WASxtr ''f' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=1b) /r / J '�Y-:),-4.--.-• �-� - 3=224. r�> 7 1x_ 0 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ,/.' 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum `1 sheetrock be applied directly to the bottom chord. N /,�/ 0_, 6` x:41* A49233 G 4°'• L sSIONAL G December 28,2016 • Imo ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIh7473 rev.10/03/2015 BEFORE USE ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated 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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699966 19232 JDO6 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:16 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-gdl2fpLPtJTbtcgwSBaW?fYj W8dTRaDa_?O7SVy6M9X I-1-4-0 I 6-10-8 11-10-15 I 1-4-0 6-10-8 5-0-7 Scale=1:54.5 �I�QED P R�Fess9.00 186809PE va `), ob �, OREGON rl, 7../ C''S� G<y10 20NN�`G� �',� 2 p o ,/1. 3x6 = EXPIRES:06/30/17 6-10-8 I 6-10-8 Plate Offsets X Y - .:0-6-0 1-1-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.05 7-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 VertCT -0.15 7-10 >546 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 . Horz(CT) -0.01 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015ITPI2014 (Matrix-S) Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=437(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,5 except 3=-224(LC 12), 4=-123(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=486(LC 1), 3=288(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-338/245,3-11=-318/290 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 11-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. L RQ 6)A plate rating reduction of 20%has been applied for the green lumber members. 4 p�Og�� ' f� 7)Refer to girder(s)for truss to truss connections. ''> 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. , ,r 9)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joints 6,5 except t-Ib / J -....=.-. �' P P joint(s) P (1- ) I 1t. 3=224,4=123. l i � 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. r' 11)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and'h"gypsum Tn sheetrock be applied directly to the bottom chord. �?/ °�o G 49233 G `. L s'sIDNAL G December 28,2016 o ( ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES 1 K26999671 19232 JDO7 Jack-Open 1 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:17 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-8gsRs9M 1 ecbSUmF60v51Yt4uGYziA1TjDf8hyy6M9W f-1-4-01 6-10-B 1 13-10-15 1 1-4-0 6-10-8 7-0-7 7 Scale:3116"=1' 6 I" 5 �� �� Pp ROFC�A 9.00 12 4 13 CC?�c� .`NGINEF``'q V/� Q� 3 86809PE 9r' • o 0 ,, OREGON (1, 12 0 &< 10 2:k° •- 0 2 B EXPIRES: 06/30/17 3x6 6-10-8 6-10-8 Plate Offsets(X.Y)-- [2:0-6-0.0-1-61 LTCLLOADING(PS30.0) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.05 8-11 >999 240 MT20 220/195 TCDL 7_0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.15 8-11 >546 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length)7=Mechanical,2=0-5-8,8=Mechanical. (Ib)- Max Horz 2=504(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,6 except 3=-224(LC 12), 4=-123(LC 12),5=123(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,8,4,5,6 except 2=486(LC 1), 3=288(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-421/317,3-12=-401/361,3-4=-259/217 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 13-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. KQ , 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 c WAsr � 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6. ,� " ' '�-,. Ci' i... 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,6 except Qt=1b) 3=224,4=123,5=123. + _ �� is /f �r�. 11x 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. ' j 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Ya"gypsum sit -,�, a; sheetrock be applied directly to the bottom chord. I , ,1 kg CONAL G December 28,2016 t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Minim Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual balding 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 {�A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699968 19232 JDO8 Jack-Open 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:17 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-8gsRs9M1 ecbSUmF60v5lYt4uGYziA1 TjDf8hyy6M9W 1-1-4-0 1 6-10-8 I 11-6-0 I 1-4-0 6-10-8 4-7-8 Scale=1:52.8 rm . 4 0:0 P R OFFS 7/116. �`�� NGI NE- cSi0 Cc, `r $68O9PE 29r Ti v OREGON 2 0 � < •S,' }' o, Z44. M \G� 2 0 1�►5 3x6= EXPIRES: 06/33/17 I 6-10-8 I 6-10-8 Plate Offsets(X.Y)-- 12:0-6-0.0-1-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.05 7-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 VertCT -0.15 7-10 >546 180 TCDL 7-0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=422(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-224(LC 12),4=-119(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,4,5 except 2=486(LC 1), 3=288(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-321/229,3-11=-301/273 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 11-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� 6)A plate rating reduction of 20%has been applied for the green lumber members. l�, 7)Refer to girder(s)for truss to truss connections. G of"V1ASA„ .4: 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. ♦/ .4,//'(,,;;..-s`_�MG>. 9)Provide de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)3=224 ,/�/ �:- 0 i% - 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. •*7_- 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum N sheetrock be applied directly to the bottom chord. ,t, � '0+a 60442 �,233 4kt Ss.t NAAL G December 28,2016 r ,A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES i K26999691 19232 JD09 Jack-Open 1 1 Job Reference(optional) 1 Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:18 2016 Page 1 ID:2eaJLMds4Z14 GD3sSu4j?sy6OoG-doQp3VNfPwjJ6wq lacc_44d 30yJxvUjsSJtE W Oy6M9V -1-4-0 1 6-10-6 I 9-G-0 I 1-4-0 6-10-8 2-7-8 Scale=1:43.8 5 4 Im u ha PRpick- <<-1‘ ,( 3 \co `r I N E- v/O 9.00 12 J ` v N 86809PE r ' o 10 OREGON :l, bM V qol � M KO 1 I 6 3x6 = EXPIRES:06/30/17 I 6-10-8 I 6-10-8 Plate Offsets(X.Y)-- [2:0-6-0.0-1-6] TCLL LOADING(psf) 30 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow 30.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.05 6-9 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.15 6-9 >546 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=356(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-224(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=486(LC 1), 3=288(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-253/159 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. Ni- R0 7)Refer to girder(s)for truss to truss connections. lC 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 9)Provide r2 ide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except(jt=lb) v n r? >,� e 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. /24. �}f`` 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum , /� 10.% sheetrock be applied directly to the bottom chord. tit, A ,s.,c,} AL Cy December 28,2016 ' 1 owns WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII--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 . 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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES j K26999701 19232 JR01 Jack-Open 2 1 Job Reference(optional) 1 Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Dec 22 15:37:18 2016 Page 1 ID:2eaJLMds4Z14G D3sS u4j?sy60oG-doQp3VNfPwjJ6wq l acc_44d7SyN6vUjsSJtE W Oy6M9V I -1-4-0 1 1-11-11 2-9-0 1-11-11 0-0-5 Scale=1:15.2 3 Oi 9.00 12 ���Ep PR QFFss �.1- NEER /02 2 , 86809PE 9I- -61-A1111111111111. 11114 / c., OREGON e 1 3x4= 4 `• ' r �.O' `�S\O� M. KO EXPIRES:06/30/17 1 1-11-11 2-Q-0 1-11-11 0-0-5 LOADING(pso TCLL 30.0 SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=220/0-5-8,4=15/Mechanical,3=48/Mechanical Max Horz 2=104(LC 12) Max Uplift2=-54(LC 12),3=-40(LC 12) Max Gray 2=220(LC 1),4=31(LC 3),3=52(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)2,3. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. R© lint p` r, - %sS,IONALS4.Cy December 28,2016 , MEM mi a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-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 A w R 'le 1. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 V fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K26999711 19232 JR02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:18 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-doQp3VNfPwjJ6wglacc 44d7WyNOvUjsSJtEWOy6M9V I -14-0 i 7-1)0 I 3-11-11 1-4-0 2-0-0 1-11-11 Scale=1:23.1 4 VA la ci0) PR0FFs 9.00 12 �`C-; AGINEF'9 dj" 3 010 fi `C 86809PE ,r" 01 v OREGON 2 j 9 2 ��■1� C'S' �L�' 10 V\ v7 ►� q� O\ 1 M. KOM 5 3x4 = EXPIRES: 06/30/17 I 2-0-0 -I t LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 8 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 8 >999 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-4-8. (lb)- Max Horz 2=170(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,2,5,3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)4,2,3. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 1st Ka 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LO "01 , ilk -4rj1,_ sS'ONAL � December 28,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPIl 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699972 19232 JR03 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:19 2016 Page 1 I D:2eaJLMds4Z14GD3sSu4j?sy60oG-5C_B HrN IAErAk4PV8J7Ddl9GYMjEexz0hzdn3gy6M9U -1-4-0 1 2-0-0 5-11-11 14-0 2-0-0 3-11-11 Scale=1:31.1 4 co �(`k P R Opp 9.00 12 `o NGINEF'9 U/0- 86809PE yr a v OREGON ti a /,,/ It C, G ' 10,M- KOM EXPIRES: 06/30/17 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 020 Vert(LL) 0.00 8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) CT) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:15 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-4-8. (Ib)- Max Horz 2=237(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 4=-115(LC 12),3=162(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,2,5,3 • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 115 lb uplift at joint 4 and 162 lb uplift at joint 3. KO 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. G• rrnl k)Le4233 �. "KCAL 4947. L December 28,2016 __ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699973 19232 JR04 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:19 2016 Page 1 I D:2eaJLMds4Z14GD3sSu4j?sy6OoG-5C_BHrNIAErAk4PV8J7Dd l9CjMjCexzohzdn3gy6M9U 1 -1-4-0 1 2-0-0 1 7-11-11 1-4-0 2-0-0 5-11-11 Scale=1:39.1 4 i Im N ��.kk P f1 ope. 9.00 12 (-,,U ENGIN4, >c2 86809PE pf, - 10 o ia 3 9 I MB OREGON 0, PrilMIIIME 10 1 03.X1 /►4- KM S 3x4=- EXPIRES: EXPIRES:06/30/17 1 2-0-0 1 2-0-0 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) 0.00 8 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 (Matrix-M) Weight 19 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-4-8. (Ib)- Max Horz 2=304(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 4=-176(LC 12),3=-224(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,2,5 except 3=283(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=292/241,3-9=-285/247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-10-15 zone;cantilever left and right exposed;end vertical left and right expdsed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 176 lb uplift at joint 4 and 224 lb uplift at 1'4. 1C0 joint 3. fe 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Cj d WAS,, `f` 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7 Qr r i! /° j rte' �/ , r sil „y "°k G, 449233 G 4. "RAL 4Nsi.ONAL.0G December 28,2016 -- ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPN 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699974 19232 JR05 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:20 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-ZPXZUBOwxXz1 ME_hh1 eS9ViR313PNOD9vdMLbHy6M9T 1 -1-4-0 1 2-0-0 1 9-10-15 1-4-0 2-0-0 7-10-15 Scale=1:46.9 5 ,1 co Io C.•to I� es n/ 9.013 .2 4 Ci T 4•44 ' 86809PE �c' ' v c. r 3 10 v OREGON ti c'S' )' 1010 , x° \vim 1 2 .■0 6 1 R M. KOW 3x4= EXPIRES:06/30/17 1 2-0-0 1 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 -0.00 9 >999 180 TCDL 7.0 Vert(CT) BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-4.8,4=0-1-8. (Ib)- Max Horz 2=369(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6 except 5=-119(LC 12),3=-166(LC 12),4=-236(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,2,6,3 except 4=298(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-369/311,3-10=-363/318,3-11=-264/209 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 at joint(s)4. IL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)5=119 4p9 �0��j�. 3=166,4=236. G dei'AS t. ,�. -A 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. '> jam,.:0 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ` �, > �( or 0 -- / _ ' U1 el e �wr r4`�pdn.,49233 �, �` '�,5�j��ORRNAAL Cy December 28,2016 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and 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/T711 Quality Criteria,DSB-89 and BCS1 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699975 19232 KGE Monopitch Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:20 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-ZPXZUBOwxXz1 ME_hh 1 eS9ViIVI1 oNN I9vdMLbHy6M9T -1-4-0 1 9-5-8 I 1-4-0 9-5-8 3x4 I I Scale:1/4"=1' 9 8 , ii61i1 110r -(y�` 16 15 14 13 12 11 10 `V` 3x4 II V KO EXPIRES: 06/30/17 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) 0.00 1 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.14 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 * Code IBC2015ITP12014 (Matrix) Weight:69 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-5-8. (Ib)- Max Horz 2=326(LC 9) Max Uplift All uplift 100 lb or less at joint(s)10,2,11,12,13,14,15,16 Max Gray All reactions 250 lb or less at joint(s)10,2,11,12,13,14,15,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-487/465,3-4=-432/423,4-5=-371/373,5-6=-314/327,6-7=-257/282 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)-1-4-0 to 1-5-8,Exterior(2)1-5-8 to 9-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. Ni. Kok,. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�p� ,j� 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will (,of IWASF fibetween the bottom chord and any other members. -.,t 1'y (� 10)A plate rating reduction of 20%has been applied for the green lumber members. / / 0 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,2,11,12,13,14, E/ C . 15,16. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. in tY ,6 16c � 233 o. 4r December 28,2016 t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. ` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek` 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 ANSIrrP11 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699976 19232 NO1 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:21 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-1 b5xiXPYir6tzOZtFk9hijFeJ9Od6p WJ8 H6u7jy6M9S 1 -1-4-0 1 3-11-8 1 7-11-0 I 9-3-0 I 1-4-0 3-11-8 3-11-8 1-4-0 4x4= Scale=1:25.2 3 1.5x4 I r1 1.5x4 II 9.00 12 ` 19 18 �� 1711 r 6 `I 20 4x6 I I o? ui 0 1.5x4 I 1.5x4 II 4 2 0 4 110 to En 1 Ca 5.00 112 IMI 5 3x4% 3x4 I 3-11-8 I 7-11-0 I 3-11-8 3-11-8 Plate Offsets(X.Y)- [2:0-1-0 Edge],[4:0-1-0.Edgel TOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP CLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.03 6-13 >999 180 BCLL 0.0 • Rep Stress Ina YES WB 0.19 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers- Qe ii OTHERS 2X4 DF Std G be installed during truss erection '.. ... • .... Installation guide. ��CJ ‹c,.�(j I N P . "/O REACTIONS. (lb/size) 2=471/0-5-8,4=471/0-5-8 V -4.-___ Max Harz 2=114(LC 10) Max Uplift2=108(LC 12),4=108(LC 13) �� 86809PE 5t! FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-635/18,17-18=-575/21,3-18=-539/31,3-19=-541/61,19-20=-575/51, 4-20=-635/46 BOT CHORD 2-6=0/515,4-6=0/512 OREGON WEBS 3-6=0/452 t/ NOTES- y j Z` \�j 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opst;h=25ft;Cat.II;Exp B;enclosed;MWFRS q© KQ`v`� (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-11-8,Exterior(2)3-11-8 to 6-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES:06/30/17 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. M KO 5)Gable studs spaced at 1-4-0 oc. 1� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. er sv WAS „f., t+ 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will / -�- � fit between the bottom chord and any other members. , - .r . - 8)A plate rating reduction of 20%has been applied for the green lumber members. `�{r, 9)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify '0"/ - capacity of bearing surface. to 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=108, ,.d ` r 4=108. .pQ G0 tt9233 G .� 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W'gypsum `1�j1�I � sheetrock be applied directly to the bottom chord. S3). r'"1rj December 28,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MHO(REFERENCE PAGE MIL-7473 rev.10/03/2015 BEFORE USE Mu Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ?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/TP/1 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699977 19232 NO2 Scissor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:22 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-VnfJvsQAT9EkbX84pShwFwnpxZkmrFjSNxrSg9y6M9R I -1-4-0 1 3-11-8 7-9-8 I 1-4-0 3-11-8 3-10-0 4x4 = Scale=1:24.8 <c,i,kEo PROFes C5 R�GI NEEsi,, 3 86809P 9r I 9.00 12 1 13 • ��OREGO h�, ,2 5 15 'S',9 10 r ` 4x6 II 4 T O M KCj1� 2 `1 i^ EXPIRES: 06/30/17 1 ►t 5.00 12 3x4% 3x4 I 3-11-8 I 7-9-8 I 3-11-8 3-10-0 Plate Offsets(XX)-- [2:0-1-0.Edge],[4:0-0-13.0-1-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) -0.03 5-8 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.19 Horz(CT) 0.02 4 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=358/Mechanical,2=473/0-5-8 Max Horz 2=104(LC 9) Max Uplift4=-61(LC 13),2=-109(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-643/77,12-13=-583/82,3-13=-547/92,3-14=-517/95,14-15=547/88, 4-15=-642/81 BOT CHORD 2-5=-42/484,4-5=-39/485 WEBS 3-5=-3/435 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-11-8,Exterior(2)3-11-8 to 6-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ._ x(7 , fit between the bottom chord and any other members. je 6)A plate rating reduction of 20%has been applied for the green lumber members. G p4 W 4.• 7)Refer to girder(s)for truss to truss connections. Ii-' ''V. C>'8)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity / ,, ,=s• 0 of bearing surface. /♦ -r �- - 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) / ; 2=109. Nr" 04 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ,q 1 ` / sheetrock be applied directly to the bottom chord. '�� 6C.4 y' ,,` "ltAL G1 ec,kL005 December 28,2016 8. 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ` i Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek° 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 ANSIfTPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES 19232 RG CALIFORNIA GIRDER 1 3 Job Reference(optional) Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 Run:7.610 s Mar 27 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Dec 27 13:27:46 2016 Page 1 I D:2eaJ LMds4Z14GD35Su4j?sy60oG-AhLIgljfKGQ3BiSbOjnJgMzjoODnkWOPLv30Yqy4j ih 1-11-11 18-6-7 1 -1-4-0 1 1-5-9 1j8"p 1 4-10-1 1 8-1-8 1 10-0-0 1 11-10-8 1 15-1-15 1 18-0-5 1813111 20-0-0 1 1-4-0 1-5-9 0-2-12 2-10-6 3-3-7 1-10-8 1-10-8 3-3-7 2-10-6 0-3-6 1-5-9 0-3-6 0-2-12 Scale=1:37.5 8x12 M18SHS= 5x8 M18SHS' 3x4 11 3x8= 5x6 = 8x12 = 9.00 :. 3 q 5 6 7 8 �% 9 : r-,'.? . Alt . . Nu------------------__„___ -----"""twilMatili. .1 i 2 au o 0 1 , 17 18 15 14 13 12 11 3x8 = 3x4 11 12x20 M18SHS = 8x12 = 3x4 11 4x4= 8x8 = 8x12 = 4x12�� 1 1-5-9 1.18-0. 4-10-1 1 8-1-8 1 10-0-0 1 11-10-8 1 15-1-15 18-6-7 I 20-0-0 1 1-5-9 0-2-i 2 3-1-11 3-3-7 1-10-8 1-10-8 3-3-7 3-4-7 1-5-9 Plate Offsets(X,Y)-- [2:0-8-0,0-1-61,[3:0-8-12,0-1-151,[8:0-6-0,0-4-4],[9:0-3-0,0-2-81,f10:Edge,0-2-6T,111:0-6-0,0-4-121,[12:0-4-0,0-4-81,115:0-4-12,0-3-81 LTCLLOADING(Ps30.0 SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.60 14 >397 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.99 Vert(CT) -1.29 14 >186 180 M18SHS 220/195 BCLL 0.0 • Rep Stress Incr YES WB 0.77 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:350 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purling. 3-9:2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracin•. BOT CHORD 2X6 DF 2400F 2.0E G WEBS 2X4 DF Std G*Except* �Ep P R-•co S 3-16,4-15,7-12,8-11:2X4 DF No.1&Btr G C.' l'Nr?INF�d /0. REACTIONS. (lb/size) 10=8883/0-5-8,2=5923/0-5-8 86809PE f Max Horz 2=67(LC 12) 9 Max Upliftl0=-2277(LC 4),2=-1496(LC 5) Max Gray 10=9097(LC 17),2=5923(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-10399/2667,3-4=24146/6255,4-5=-38293/9925,5-6=-38444/9956, („,OREGON 6-7= 27, /7538, BOT CHORD 2-1732164/84109,16-17=-2155/8375,8 5-16126248/24144,14-15=-10637/3201, /3939 543/40708, 0� �Y 1 0 2��`\C 13-14=-10543/40708,12-13=10010/38905,11-12=-7510/29436,10-11=-3164/12620 -90 ` v K O.A` WEBS 3-17=-153/762,5-15=-206/901,6-15=-3200/714,6-14=-463/1949,9-11=-2127/8614, M. �`+` 4-16=-5234/1428,7-13=-764/3164,8-12=-1336/5580,6-13=-2330/612,3-16=-4336/16652, 4-15=-3849/14913,7-12=-10097/2628,8-11=-17639/4563 EXPIRES: 06/30/17 NOTES- 1)N/A 2)3-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,2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. 3)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 0- �+Af, connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ::,,":41.0r**_;:',41:,„4)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS % i - (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 >/��/ 5)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 i 6)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs vs, dc/ 174 non-concurrent with other live loads. „p r i 7)Provide adequate drainage to prevent water ponding. G.o,iitAL49233 4,,,,,'8)8)All plates are MT20 plates unless otherwise indicated. �14,, 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SSic,.„,.-0 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will T 1 fit between the bottom chord and any other members. 11)A plate rating reduction of 20e/has been applied for the green lumber members. December 28,2016 CnntinuPd an naaa 2 1 mil ®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 N IY�ADTe 1. R 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 ANSIITPII 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 TypeQty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES 19232 RG CALIFORNIA GIRDER 1 3 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 Run:7.610 s Mar 27 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Tue Dec 27 13:27:46 2016 Page 2 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-AhLlgljfKGQ36 iSbOjnJq MzjoODnkW OPLv30Ygy4ji h NOTES- 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2277 lb uplift at joint 10 and 1496 lb uplift at joint 2. 13)Girder carries tie-in span(s):35-0-0 from 8-1-8 to 20-0-0 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3903 lb down and 1014 lb up at 8-1-8 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:1-3=-74,3-9=-74,9-10=-74,2-15=-20,10-15=-785(F=-765) Concentrated Loads(Ib) Vert:15=-3903(F) a / ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 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/1711 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699979 19232 RHR CORNER RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:23 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-z_Di7CQoESMbDhjGN9C9n8KvPz4eakycbbb?Cby6M9Q -1-10-10 2-8-7 1-3-1 8-1-1 14-0-3 1-10-10 2-8-7 0-6-10 4-10-0 5-11-2 Scale=1:46.5 5 I6 o 6.36 12 6 4 o .. o ri 354 i 3x4 3 3x4 O'f�v4 2 '� tor d o 1 ►� 2-8-7 I 14-0-3 I 2-8-7 11-3-12 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.16 4-5 >458 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.20 4-5 >354 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a me BCLL 0.0 Code IBC2015TTPI2014 (Matrix-M) Weight:29 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-6-4,3=0-6-6. (Ib)- Max Horz 2=184(LC 14) P ti Max Uplift All uplift 100 lb or less at joint(s)5,2,3 except 4=134(LC 14) � Il OFnn�s Max Gray All reactions 250 lb or less at joint(s)5,2,3,4 �� `i`v(3I N�F'T tr/O2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -7 NOTES- 86809PE ' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-10-10 to 2-4-5,Exterior(2)2-4-5 to 13-11-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 OREGON 3)Unbalanced snow loads have been considered for this design. V 9, 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will I,- G�r 1 0, ?-° \C.)G`C fit between the bottom chord and any other members. ,9 `\ 5)A plate rating reduction of 20%has been applied for the green lumber members. © A KOV` 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity rVl• of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,4. EXPIRES: 06/30/17 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,3 except(jt=lb) 4=134. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,3,4. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14. xo, G X04fS 441);, 49233 61 4) 40 SSIO?sFsFIA,L � December 28,2016 1 e ,A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-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 �t A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw iTek` 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 ANSIITPII Quality Criteria,OSB-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 92980 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699980 19232 SB01 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:23 2016 Page 1 l0:2eaJLMds4Z14GD3sSu4j?sy6OoG-z_Di7CQoESMbDhjGN9C9n8K Bz4Gakycbbb?Cby6M9Q I -1-4-0 I 1-11-11 21-0 1-4-0 1-11-11 0-0-5 Scale=1:15.2 3 ` 9.00 ,2 '<(- ,ED P R OPeo r„.o N. �NEF9 Wa2 w 2 , Q 86809PE 9r 1 �= t,�OREGON cv 4 °<, Y1 `2-°1\ \G 3x4= -TiM. KO�� EXPIRES: 06/30/17 1 1-11-11 21-0 1-11-11 0-6-5 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=220/0-5-8,4=15/Mechanical,3=48/Mechanical Max Horz 2=104(LC 12) Max Uplift2=-54(LC 12),3=-40(LC 12) Max Grav2=220(LC 1),4=31(LC 3),3=52(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)2,3. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. M- K0 .4,A, og WAs. ,lo,� Aere r 1x, tr) - _ reti t7r ss'ONAL G December 28,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK 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 �AA building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iYl iTek 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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K26999811 19232 SB02 Jack-Closed 1 1 Job Reference(optional) j Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:24 2016 Page 1 I D:2eaJLMds4Z14GD3SSu4j?sy60oG-RAn4KYRQ?m USgrl SwtjOKLt9XN PeJ BCIq FKYk2y6M9P 1 -1-4-0 1 2-0-0 I 3-11-11 I 1-4-0 2-0-0 1-11-11 Scale=1:23.1 3 1 l'i.g o <c n�^-D P R OF[�0� 9.00[712- c,;.co `�`NG'NEFR , �- 86809PE �c N ,, OREGON�r2, ; 1 8 2 ��1, �'S-To,)' 10, 2M�\c, , M. M KO 4 3x4 =- EXPIRES:06/30/17 1 2-0-0 2-0-0 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:12 lb FT=20% LUMBER- ' BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3=105/Mechanical,2=278/0-5-8,4=45/Mechanical Max Horz 2=170(LC 12) Max Uplift3=88(LC 12),2=-50(LC 12),4=-20(LC 12) Max Gray 3=111(LC 20),2=278(LC 1),4=49(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)3,2,4. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /4.- RO4 c:r de SlAsr C ir "0 G 49233 a ,,ii- 0 L `,C,rL06 December 28,2016 itit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PII Quality Criteria,D513-89 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699982 19232 SB03 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:24 2016 Page 1 ID:2eaJ LMds4Z14GD3sSu4j?sy6OoG-RAn4KYRQ?mUSgrlSwtjOKLt5KNO2J B CIgFKYk2y6M9P 1 -1-4-0 1 2-0-0 I 5-11-11 I 1-4-0 2-0-0 3-11-11 Scale=1:31.1 3 IFI • ,‘-'\V P R OFG sn 9.00 12 Cz� 29 Co ``NG 1 N E ', U/0 �� s .4- o 86809PE r 1. 8 �GOREG®N�rZ 2 �-9 <r 10 Za C-;-- cl MI , OMI M- KO° 4x4= EXPIRES: 06/30/17 1 2-0.0 I 2-0-0 Plate Offsets(X,Y)-- [2:0-2-0.0-1-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=161/Mechanical,2=317/0-5-8,4=98/Mechanical Max Horz 2=237(LC 12) Max Uplift3=-134(LC 12),2-31(LC 12),4=-66(LC 12) Max Gray 3=170(LC 20),2=317(LC 1),4=105(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)2,4 except at,---lb) - Ko 3=134. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Cr de WAS1 f 1to Or 0 "° c.t> 49233 01 47 ''t3S,jVONAALL�,S1 December 28,2016 A mil WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WVliTek. 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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES I K2699983 19232 SD01 Jack-Open 1 1 , Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:24 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-RAn4KYRQ?mUSgrlSwtjOKLt9xNQVJ BCIq FKYk2y6M9P I -1-4-0 I 1-11-11 21-0 1-4-0 1-11-11 0.0-5 Scale=1:15.2 3 9.00 12 ' \'0PROFu0 ‘ GINE " /02 2 44- 86809PE _r MIIIIIIIIIII I 1c4 O ��OREGON>, ' 4 /X 9, < 10, 2 G 0 3x4= '/O \\ M. KO EXPIRES: 06/30/17 1 1-11-11 240 1-11-11 0-9-5 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=220/0-5-8,4=15/Mechanical,3=48/Mechanical Max Holz 2=104(LC 12) Max Uplift2=-54(LC 12),3=-40(LC 12) Max Gray 2=220(LC 1),4=31(LC 3),3=52(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)2,3. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1i- K17 G Q WAS t`'ts 4 --c>,X49233 14.7 "K.4L sslONAL �' December 28,2016 t f ..a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 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 ANSUTPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699984 19232 SDO2 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:25 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-vMLSXuS2m4cJS?seUaEdsZPKHmIt2esu3v46GUy6M90 1 -1-4-0 I 2-0-0 I 3-11-11 I 1-4-0 2-0-0 1-11-11 Scale=1:23.1 3 Irl to 'CV' ) rnQp 9.00 ,2 c ' NGINEF�4 /O ' 9 � � kc 86809PE �c N OREGON ti 8 2 112.1111.11111111110'S' G4? 10, 20h\ G7 ►j M. It) K KO 1 4 3x4 = EXPIRES:06/30/17 I 2-0-0 I 9-0.0 LTCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Ifdefl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 4-7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=105/Mechanical,2=278/0-5-8,4=45/Mechanical Max Horz 2=170(LC 12) Max Uplift3=88(LC 12),2=-50(LC 12),4=20(LC 12) Max Gray 3=111(LC 20),2=278(LC 1),4=49(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)3,2,4. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1`4- KO VI' rte+ /' -- SSIDNAL G December 28,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIITP11 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES 19232 SDO3 Jack-Open 1 1 K2699985 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,inc. Thu Dec 22 15:37:25 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-vMLSXuS2m4cJS?SeUaEdsZPG4mkH2eSu3v46GUy6M90 I -1.4-0 I 2-0-0 I 5-11-11 1-4-0 2-0-0 3-11-11 Scale=1:31.1 3 i o r_�c.,<cs ..1G P es�/O 9.00 I v J � l? � -C/ o �4 �w 86809PE -Ar, 1 a 8 v OREGON ti a 2 , ' M. KO° 4 4x4= EXPIRES: 06/30/17 1 2-0-0 2-0-0 Plate Offsets(X.Y)-- [2:0-2-0.0-1-10] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft Ud PLATES GRIP TOLL 00.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=161/Mechanical,2=317/0-5-8,4=98/Mechanical Installation guide. Max Horz 2=237(LC 12) Max Uplift3-134(LC 12),2=-31(LC 12),4=-66(LC 12) Max Gray 3=170(LC 20),2=317(LC 1),4=105(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)2,4 except(jt=lb) lcO ''I 3=134. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Crc0 A C, , Q� / /r '.-4',.. I .err 0 ii ,e>49A233 ce 4/ December 28,2016 4 0 ,,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mr1-7473 rev.10/03/2015 BEFORE USE 111 Design valid for use only with Ureic()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 1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile's- 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES 19232 U01 GABLE 1 1 K2699986I Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:26 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-OYvglEThXNkA49Rr2llsPmySUA37n 1 a2IZpfpwy6M9N 1 -1-4-0 I 5-9-8 I 7-11-0 1 10-7-0 1 15-10-0 I 17-2-0 1 1-4-0 5-9-8 2-1-8 2-8-0 5-3-0 1-4-0 4x4= Scale=1:42.3 8 � 3x6 �9.00 10 'e,II I 2 11 0 v1,AlIPP Ilk-2-MI18 17 16 15l 4 I o 3x4= 5.00 12 7x16= 3x4 1 5-6-12 5-p-8 10-7-015-10.0 5-6-12 0-2-12 4-9-8 i 5-3-0 Plate Offsets0-1-0 Ed el.(14:0-8-0.0-2-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 VertLL -0.03 13-27 >999 240 MT20 220/195 TCDLSnow=30.7. 00 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.07 13-27 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 (Matrix-S) Weight 95 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. DOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X6 OF No.2 G*Except* JOINTS 1 Brace at Jt(s):19 • 10-13:2X4 DF Std G MiTek recommends that Stabiliz- - y PRO,-,r , OTHERS 2X4 DF Std G y,�+ ' be installed during truss erecti. • .ter:'.;, t,.:." -,' Installation guide. � • 2 REACTIONS. (lb/size) 2=324/0-8-8,11=573/0-5-8,15=788/0-5-8 (V Max Horz 2=199(LC 11) cc. 86809PE 'ff Max Uplift2=-31(LC 12),11=121(LC 13),15=-222(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-30=677/0,30-31=-787/0,11-31=-896/0 BOT CHORD 14-15=0/629,13-14=0/689,11-13=0/695 OREGON 2 WWEBS 15-20=-866/82,19-20=-684/68,19-21=-790/76,10-21=-796/95,10-13=0/599, v 6-15=-389/183 4 G�Y 20 NOTES- 'lb I U' � 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS M• KQM (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-11-0,Exterior(2)7-11-0 to 10-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber EXPIRES: 06/30/17 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs K0 non-concurrent with other live loads. I 5)All plates are 1.5x4 MT20 unless otherwise indicated. G �.g.tq a,_ 6)Gable studs spaced at 1-4-0 oc. `Y�r „ , 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �f' .f;, 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will #'�/�� `��'. fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. N 44 10)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify I'i`°/ capacity of bearing surface. ��+ cy,G 49233 G App 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) C",..%,, ', 11=121,15=222. ss 12)This truss design requires that a minimum of 7/16”structural wood sheathing be applied directly to the top chord and W gypsum TONAL sheetrock be applied directly to the bottom chord. December 28,2016 Nut A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeki 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 ANSVTPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699987 19232 UO2 Roof Special 2 1 Job Reference(optional) j Pacific Lumber&Truss Co.; Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:27 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-slTCyaUJHhs1 hJ01 c?G5x_Vd9aQV WSrBWDZDLNy6M9M 1 -1-4-0 1 5-9-8 1 7-11-0 1 10-7-0 1 15-10-0 1 17-2-0 1 1-4-0 5-9-8 2-1-8 2-8-0 5-3-0 1-4-0 4x6 11 Scale=1:42.9 4 1.5x4 1 1 11 3 1.5x4 II 9.00 12 5 17 31 16 1 8 5x6 I, L,8 in_ 0 2 II 1 WA ertt►A � 7 Io eit Cal 9 5.00 12 3x4 = 5s6= 3x4 1 5-6-128 10-7-0 1 15-10-0 1 5-6-12 0712 4-9-6 5-3-0 Plate Offsets(X.Y)-- [6:0-1-0.Edge].[9:0-3-0.0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.02 8-15 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.06 8-15 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.39 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015JTPI2014 (Matrix-S) Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers- .._r'�erQ.".i ' be installed during truss erection - . .: REACTIONS. (lb/size) 2=219/0-8-8,9=999/0-5-8,6=468/0-5-8 Installation guide. c3 l'G I N FF• �'/O Max Holz 2=199(LC 11) 2X. Max Uplift2=91(LC 12),9=-139(LC 12),6=-157(LC 13) 86809PE c FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-17=-33/279,3-17=-22/375,3-4=-64/302,4-5=-536/236,5-18=-470/82,6-18=-574/64 BOT CHORD 6-8=0/429 WEBS 3-9=-367/272,4-9=-556/0,5-8=-333/264,48=-145/672 v OREGON et, NOTES- 1/1Y 04)' 20S CC 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS / 7�' �` (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-11-0,Exterior(2)7-11-0 to 10-8-12 zone;cantilever JW KO° left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 EXPIRES:06/30/17 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. A. /C0 '•I 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity GS' Og'+K�Spr 4i of bearing surface. ` 4' /""7"---/ ,.'WAN, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb)9=139 / 'S' ;• • 6=157. ;` 'L 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum /";.ii.,/ sheetrock be applied directly to the bottom chord. rn AY',��r'`p,„„ -,,49233 December 28,2016 f aWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE lei. 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/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699988 19232 UO3 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:27 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-slTCyaUJHhs1 hJ01 c?G5x_Vd_aOZWOABWDZDLNy6M9M 1 5-5-0 1 7-6-8 i 10-2-8 1 15-5-8 1 16-9-8 5-5-0 2-1-8 2-8-0 5-3.0 1-4-0 4x6 II Scale=1:42.3 4 1.5x4 II 9.00 12 1.554 II 3 5 18 17 • 3x4 'i 2 ioh 8 19 in 1 5x6= _ 0 m car a �� 6 I� es 7,- 1-c. �j 7 Es mo 9 4x4 H 5x6 = 5.00 12 4x4 1 5-5-0 1 10-2-8 15-5-8 I 5-5-0 4-9-8 5-3-0 Plate Offsets(X.Y)— [6:0-1-5.Edge1.19:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.06 8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.26 Vert CT -0.13 8-9 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.56 Horz(CT) 0.09 6 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC20151TP12014 (Matrix-S) Weight 77 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers. �e",^.4 . - - SLIDER Left 2x4 DF No.1&Btr-G 2-6-0 ~ be installed during truss erection -1 - • (lb/size) Installation quide. �C, �,kA{jiNE� "/0 REACTIONS. 1=722/0-5-8,6=829/0-5-8 2 Max Hors 1=188(LC 8) Max Uplift1=-126(LC 12),6=173(LC 13) 4. 86809PE 9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-465/67,2-17=-772/180,17-18=-769/181,3-18=-690/193,3-4=-829/325, 4-5=-1628/346,5-19=-1588/219,6-19=-1714/202 BOT CHORD 1-9=103/639,8-9=-21/608,6-8=-113/1384 OREGON WEBS 3-9=-312/268,5-8=-272/261,4-9=241/326,4-8=-189/1273 r/ NOTES- .90 1, -‘C.\\ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf; /v, h=25ft ;Cat.II;Exp B;enclosed;MWFRS . KO, (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-6-8,Exterior(2)7-6-8 to 104-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 06/30/17 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will M K°,` fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �g �AS.k 7)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity a,' rY'WwA of bearing surface. /s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=126, j*' 6=173. ` � TM, 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''Y"gypsum to sheetrock be applied directly to the bottom chord. i gr ho —0 49 L33 �"� 's---,ORNAAL G December 28,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699989,I 19232 U04 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:28 2016 Page 1 ID:2eaJLMds4Z14GD35Su4j?sy60oG-KxQbAWUx2?_uJSbD9inKUB1 ov_IAFtnLltlmtpy6M9L 1 4-11-0 1 7-0-8 1 9-8-8 1 14-11-8 1 16-3-8 1 4-11-0 2-1-8 2-8-0 5-3-0 1-4-0 4x6 11 Scale=1:40.5 3 9.00 12 1.5x4 II 111 2 1.5x4 11 4 15 1.1 i14 3x8'i �� 16 1 7 ro y 5x6 = _ ►� �. 5 O A 6 Io 9 8 m10 5.00 112 3x4 I 5x8= 4x4 I 4-11-0 1 9-8-8 1 14-11-8 1 4-11-0 4-9-8 5-3-0 Plate Offsets(X,V)- [5:0-1-5,Edge1,18:0-5-12.0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.05 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.12 7-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.08 5 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPf2014 (Matrix-S) Weight 79 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* MiTek recommends that Stabilizers. :,•ll lee"•'•j • 1-9:2X4 DF No.1&Btr G be installed during truss erection • •-• - Installation guide. <0 04GiNE� /Q.,_REACTIONS. (lb/size) 5=793/0-5-8,9=691/Mechanical V 2 Max Horz 9=-204(LC 10) -� Max Uplift5=168(LC 13),9=-112(LC 12) �� 86809PE c FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-759/157,14-15=626/161,2-15=-580/169,2-3=-713/292,3-4=-1519/328, 4-16=-1478/201,5-16=1602/183,1-9=-637/171 BOT CHORD 8-9=-156/288,7-8=-12/557,5-7=-94/1290 GOREGOZN t WEBS 2-8=-288/239,4-7=-278/261,3-7=-183/1218,1-8=-25/384 t/ ,t_ NOTES- "CZ 1 0 R\G 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �� ,M. KO' ' (envelope)gable end zone and C-C Exterior(2)0-3-4 to 3-3-4,Interior(1)3-3-4 to 7-0-8,Exterior(2)7-0-8 to 9-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 06/30/17 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1!�- 1C0 fit between the bottom chord and any other members. �p� l� 6)A plate rating reduction of 20%has been applied for the green lumber members. C'�G'' dg WASit sf, 7)Refer to girder(s)for truss to truss connections. Qi 'WG,, 8)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity /N ' '` �p of bearing surface. ''%'''' 6, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)except(jt=lb)5=168, ,, 9=112. to _ i 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum „a 1 ' � 4, sheetrock be applied directly to the bottom chord. it6c-423� 49233 S''ONALE�Cs December 28,2016 e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notpill 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 boss systems,see ANSUTPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699990 19232 U05 MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:28 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy6OoG-KxObAwUx2?_uJSbD9inKUB1j W_RFxhLItImtpy6M9L I 2-6-1 1 7-0-0 I 2-6-1 4-5-15 Scale=1:43.6 2 3 1.5x4 II r 9.00 12 ,,4ED PP QFFS, 78 EGINE. _ s <5N /0 2 3x6'2. ct 86809PE -9r, 1 iiiiiimm......._ o ,. C� vGOREGON,`rj, 5 1.5x4 II 5x6= EXPIRES: 06/30/17 I 7-0-0 I 7-0-0 LOADING(pst) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.09 5-6 >905 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.26 5-6 >302 180 BCLL 0.0 Rep Stress lncr YES WB 0.29 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF No.1&Btr G*Except* MiTek recommends that Stabilizers and required cross bracing 1-5:2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=309/Mechanical,5=335/Mechanical Max Horz 6=301(LC 9) Max Uplift6=-25(LC 8),5=-176(LC 9) Max Gray 6=349(LC 20),5=401(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-289/255,7-8=-277/259,2-8=-275/283,2-5=340/301,1-6=-283/149 BOT CHORD 5-6=-467/450 WEBS 1-5=-356/386 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) TVi- 504 5=176. I0 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum Oct WASI�l,. •f sheetrock be applied directly to the bottom chord. , //// Qr iR Q� `j� /3,;.."'14, 0 A I "Pop G 333 0, �,� ' ...0,.R-IONAiA,L0(5 December 28,2016 IMMO mit a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 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 fvliTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,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 1 Job Truss Truss Type Qty Ply ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699991 19232 vol GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:29 2016 Page 1 ID2eaJLMds4Z14GD3sSu4j?sy6OoG-o7azNGVZpl61xcAQjQJZ1 Pa_ZO5i_OpU_X2JPFy6M9K 1 -1-4-0 I 5-3-0 I 10-6-0 1 11-10-0 I 1-4-0 5-3-0 5-3-0 1-4-0 4x4= Scale=1:29.4 3 /1 9.00 12 Oki 23 21 22 i : 6 ,, 24 Ir 5x6 = ,r, ,n 2 , 4 14 1 . 5.00 12o OM 5 0 lea 3x4% 3x4 1 5-3-0 I 10-6-0 I 5-3-0 5-3-0 Plate Offsets(X.Y)- [2:0-1-0,Edge]..4:0-1-0.Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.06 6-20 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.30 Horz(CT) 0.05 4 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers- .....Er e .,, OTHERS 2X4 DF Std G be installed during truss erection ' - . - ,.• --��s[ Installation guide. "V REACTIONS. (lb/size) 2=592/0-5-8,4=592/0-5-8 ��'NF fR �C3r Max Horz 2=-142(LC 10) Max Uplift2=-129(LC 12),4=-129(LC 13) 86809PE "Y:..... FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-967/81,21-22=-881/84,3-22=-855/99,3-23=-855/139,23-24=-881/124, 4-24=-967/117 BOT CHORD 2-6=-53/780,4-6=-49/775 WEBS 3-6=0/681 0 v(iz N. NOTES- }' j 0 ZC°`\& 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �� 1W K©\� (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-3-0,Exterior(2)5-3-0 to 8-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES:06/30/17 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. R0 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 00 de WAS�t , , 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'Q/ i '' C>, 8)* 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ' / / 0 _ fit between the bottom chord and any other members. r A.° ,H 9)A plate rating reduction of 20%has been applied for the green lumber members. / ; 10)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyvs r A.a capacity of bearing surface. A 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=129, it, q,,,49233 � /{rte' 4=129. e , +( L riy` 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ``SS (y sheetrock be applied directly to the bottom chord. 'FDA(AL December 28,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekIS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing {V t iTek , 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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K26999921 19232 Z01 MONOPITCH 2 1 i Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:29 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-o7azNGVZp161xcAQjQJZ1 PazuO7F_SyU_X2JPFy6M9K -2-0-0 I 3-11-8 2-0-0 3-11-8 Scale:1"=1' 3 4 1.5x4 II 4.00 12 11 N 10 r 2 1111 ,r, i d, 0 �I 1 ►, 6 11111111,.. 3x4= 1.5x4 H 5 I 3-11-8 3-11-8 Plate Offsets(X.Y)-- [2:0-1-2,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 6-9 >999 180 TCDL 7.0 Rep Stress Incl. YES WB 0.03 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 . BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brach. WEBS 2X4 DF Std G MiTek recommends that Stabilizers- �e".'.i • be installed during truss erection ' ' .-. - REACTIONS. (lb/size) 2=365/0-5-8,6=155/Mechanical Installation guide. �)CO �- GJ(1f E�es; Max Horz 2=98(LC 10) 2 Max Uplift2=-158(LC 10),6=-45(LC 14) �� 86809PE pr Max Gray 2=376(LC 21),6=176(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- OREGON 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.If;Exp B;enclosed;MWFRS 0 v� \el, (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 0-9-12,Interior(1)0-9-12 to 3-11-8 zone;cantilever left and right exposed;end '5./ 4 y 1 O Z° vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \� 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 M KO ' 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 06/30/17 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. • K 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 4 pr M � r 2=158. Vir p�� f. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. G 'Og'�/ C w. rD r„ f� "°�+ SPG 49• 233 6/ `�sroNALG December 28,2016 e ,A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. MIMI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mil . 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 ANSIITPII 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 ANDERSON HOMES-LOT 10 CORBIN ESTATES K2699993 19232 Z02 MONOPITCH 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Dec 22 15:37:30 2016 Page 1 ID:2eaJLMds4Z14GD3sSu4j?sy60oG-GK8LbbWBacEcymlcH7goZc78enTUjvCeCBntyhy6M9J -2-0-0 I 3-11-8 2-0-0 3-11-8 Scale:1"=1' 3 4 1.5x4 II 4.00 FIT N 10 r!. 2 . 1 ro O '1111111.111111111111111112 1111111. 3x4= 1.5x4 115 I 3-11-8 3-11-8 Plate Offsets(X,Y)-- [2:0-1-2.Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * BCDL 10.0 Code 1BC2015/TP12014 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2X4 DF Std G MiTek recommends that Stabilizers. r . .. ... ' be installed during truss erection ' . .. - Installation guide. n REACTIONS. (lb/size) 2=365/0-5-8,6=155/Mechanical \� ' ,.. Fi9-tY/0,,,... Max Horz 2=98(LC 10) �� ,9 Max Uplift2=158(LC 10),6=-45(LC 14) 86809PE r' Max Gray 2=376(LC 21),6=176(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 0 vGOREGON rt, (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 0-9-12,Interior(1)0-9-12 to 3-11-8 zone;cantilever left and right exposed;end y 0- 10 14° vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'TO 0\4,\ 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 M KO 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPIRES:06/30/17 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. 1t. ItO 'vl 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=1b) 2=158. Gj601.' ftti. C,f, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. fii , (r2 &t 2. /i: _ ' 0 4-,,Tr "O 649233 �If"' s 'rIONAL G December 28,2016 1 MINIM imit A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIi-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mile building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. �- TOP CHORDS y q ®_1116 C1-2 c2-3 ` 2. des bracing must designed by an engineer.For wide truss spacing,individual lateral braces themselves WEBS oay 4 may require bracing,or alternative Tor I 311111rillt 2 5 \ 2 ,p 0 bracing should be considered._� U rt O 3. Never exceed the design loading shown and never Oa s," 8 0 stack materials on inadequately braced trusses. I— 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-8 csa cs-s F- designer,erection supervisor,property owner and plates 0- ',d'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,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 'jI Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. W 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. I \ reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. ® till : Min size shown is for crushing only. ll ;,, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. isnot sufficient. BCSI: Building Component Safety Information, swihelk' 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 1. MiTekl MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 19232 ANDERSON HOMES-LOT 10 CORBIN ESTATES The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2699916 thru K2699993 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. <cs1/40 P R°FF co 74ilNE4\ ` ' 86809PE pr v OREGON rt, M Koh (. December 28,2016 Komnick,Chad IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s)identified and that the designs comply with ANSI/TPI 1.These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek.Any project specific information included is for MiTek's customer's file reference purpose only, and was not taken into account in the preparation of these designs.MiTek has not independently verified the applicability of the design parameters or the designs for any particular building.Before use,the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.