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Plans (24) IMUll -s:1,c , -?--J'AQ-M'•C\-- MiTek,, MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 R- ECEIVE ., Re: 19529 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT APR 1 8 2017 CITY OF TIGARD The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision ON based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3060270 thru K3060361 My license renewal date for the state of Oregon is December 31,2017. cck0 PArap RNs .NGINEER Ss, 'c. 89200PE ter' , OREGON �•� •O : ' 14,2.° Q'{'- MR R I Irk- ' (11,000".40". April 10,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. NMI Ell mit MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 19529 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 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: K3060270 thru K3060361 My license renewal date for the state of Washington is May 16,2019. vsERRILL& , I0 was �r 1p 51398 4 A_ A'' 0 April 10,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060270 19529 A01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:23 2017 Page 1 ID:YItVo3Md93ty?1 byEHb6AszT2s7-i2Rwv12WyLA52d7NUviOk6gKMr8Of10bXv3TUszS8Hs 1-1-6-0 I 3-11-5 7-6-2 7-111-I11 16-3-6 1 24-11-5 I 33-9-0 I 1-6-0 3-11-5 3-6-14 0-5-8 8-3-11 8-7-15 8-9-11 Scale=1:60.3 5x6 3x8= 4x6= 3x8 = 4x4 II 17 18 19 5 20 21 22 6 23 7 24 25 26 27 8 8.0012 0 Elle 1.5x4 Q 3 `,. 'T Y u� n 2 ft _r-,, nn nn nn 'nn nn nn nn nr . nn 41 nn nn " nn nn nn no . '� 28 29 30 13 31 32 33 3412 35 11 36 37 10 38 39 40 41 9 3x6 - JUS24 JUS24 JUS24 3x8 = JUS24 JUS24 JUS24 3x4 II JUS24 5x6= JUS24 3x4= JUS24 JUS24 JUS24 6x6 = JUS24 JUS24 JUS24 JUS24 JUS24 1• _ 4- 1- 33-9-0 I 7-6-2 8-9-4 8-7-15 8-9-11 Plate Offsets(X,Y)- [7:0-3-8,0-1-8],[8:Edge,0-3-8],19:0-3-0,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.17 10-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.39 10-12 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.12 9 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-MS Weight:423 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X6 DF No.2 G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-4:2X4 DF No.1&BU G except end verticals. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra ••. WEBS 5-40,79:2X4 DFXNo.1&Btr G WEBS 1 Row at midpt 5-13,7-9 0-" ‘4G c3 P - REACTIONS. (lb/size) 9=3925/Mechanical,2=3345/0-5-8 �� Max Horz 2=233(LC 5) 4-'' 89200 P E �r- Max Uplift 9=-1567(LC 5),2=-1134(LC 8) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5347/1847,3-4=-5153/1818,4-5=-4279/1585,5-7=-5464/2224,8-9=-671/446 BOT CHORD 2-13=-1577/4410,12-13=-2652/6719,10-12=-2652/6719,9-10=-2209/5464 OREGON 40 WEBS 3-13=-296/234,4-13=-488/2014,5-13=-2899/1370,5-12=0/769,5-10=-1442/516, L /� . 7-10=0/1309,7-9=-6188/2456 �O '9 Y 14 2- -�- % q��I Q' NOTES- Y,�R 0 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. EXPIRES: 12/31/2017 Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted d as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;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 o$RRILL , 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �� WAS 5)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 1 �F _ j fit{, non-concurrent with other live loads. v ��s„�> �. 6)Provide adequate drainage to prevent water ponding. /.,74,11%);0. O 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 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. 4 / 9)A plate rating reduction of 20%has been applied for the green lumber members. r,P51398 Ar 10)Refer to girder(s)for truss to truss connections. p x{' 4 t� 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) +. 4UISTER �� 9=1567,2=1134. ss10/VALE G 12) 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 left end to 32-0-0 to connect truss(es)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. April 10,2017 Continued on nape 2 WARNING-Veil rify ari/y daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NI67473 rw.fe/01ta15 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'IiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r s r Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060270 19529 A01 ROOF SPECIAL GIRDER 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:23 2017 Page 2 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-i2Rwv12WyLA52d7NUviOk6gKMr8Of10bXv3TUszSBHs NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)187 lb down and 156 lb up at 7-11-8,246 lb down and 242 lb up at 10-0-12,250 lb down and 245 lb up at 12-0-12,250 lb down and 245 lb up at 14-0-0,250 lb down and 245 lb up at 16-0-0,250 lb down and 245 lb up at 18-0-0,250 lb down and 245 lb up at 20-0-0,224 lb down and 201 lb up at 22-0-0,313 lb down and 290 lb up at 24-0-0,292 lb down and 277 lb up at 26-0-0,292 lb down and 277 lb up at 28-0-0,and 292 lb down and 277 lb up at 30-0-0,and 292 lb down and 277 lb up at 32-0-0 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=-74,4-8=74,2-9=-20 Concentrated Loads(lb) Vert:11=-83(F)5=191 12=83(F)16=-148 17=-192 18=-191 19=-191 20=-191 21=-191 22=-121 23=-273 24=-252 25=-252 26=-252 27=252 28=-132(F) 29=-48(F)30=-62(F)31=81(F)32=83(F)33=-83(F)34=-83(F)35=-83(F)36=-83(F)37=79(F)38=-80(F)39=-80(F)40=-80(F)41=-80(F) Alik WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 50-7473 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 ANSItIPI1 Quality Criteria,DSB$9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060271 19529 A02 CAL HIP 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:24 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-AF?16e38jfJygniZldDdGJMZAFXJObtkIZo001zS8Hr -1-6-0 I 4-11-5 9-7-10 9-111111 17-0-0 I 24-0-5 24 -6 29-0-11 33-9-0 ' 1-6-0 4-11-5 4-8-5 0-4-1 7-0-5 7-0-5 0-4-1 4-8-5 4-8-5 Scale=1:59.1 5x8 M18SHS= 5x8 M18SHS= 3x8= ____// 20 5 21 A 8.00 112 1.5x4 1.554 * 4 3 :: 7 I 22 in 19 8 tI 2 : i, 1, 1� 0 12 23 1t 10 9 3x8 = 3x8= 1.5x4 II 4x6 = 3x8 = 4x6 = I 9-7-10 I 17-0-0 I 24-4-6 I 33-9-0 I 9-7-10 7-4-6 7-4-6 9-4-10 Plate Offsets(XX)— [2:0-8-0,0-0-141,[4:0-4-0,0-1-11,[6:0-4-0,0-1-1],[8:0-0-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.14 12-18 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.45 12-18 >909 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.11 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight 166 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 5-12,5-9 P R•Cr WEDGE MiTek recommends that Stabilizers an. r• • • • AS Right:2x4 SP No.3 be installed during truss erection,in..e=•. ,'(!$k.„ R 0/ Installation guide. C? REACTIONS. (lb/size) 8=1554/Mechanical,2=1700/0-5-8 '< '9 Max Horz 2=203(LC 9) $9200 P E r- Max Uplift 8=-229(LC 13),2=-280(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2453/548,3-4=-2167/498,4-5=-1728/474,5-6=1704/467,6-7=-2131/501, 7-8=-2411/541 '7 ,1. A,44/OREGON Ix BOT CHORD 2-12=-398/1994,11-12=-388/2158,9-11=-388/2158,8-9=-374/1919 17 "' r t, �\ t WEBS 3-12=-362/239,4-12=-91/738,5-12=-600/266,5-11=0/345,5-9=-629/266,6-9=-84/707, Q 14,2 Q} 7-9=-312/238 4"FR RIO- NOTES- 1) 1-\- e' 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)-1-6-0 to 1-10-8,Interior(1)1-10-8 to 9-7-10,Exterior(2)9-7-10 to 29-2-5, EXPIRES: 12/31/2017 Interior(1)29-2-5 to 33-9-0 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. .�E,RRILL s, 4)Provide adequate drainage to prevent water ponding. q, 5)All plates are MT20 plates unless otherwise indicated. J1s' O-WAS, 1 `l>, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. v-- 4C tk' 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 go �Pwill fit between the bottom chord and any other members,with BCDL=10.0psf. " rY , ,,; : di. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) rd ' 8=229,2=2e0. , 51398 O k4 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum QA .eGisTES sheetrock be applied directly to the bottom chord. L('S ON' 'S1ONAL V-' - April April 10,2017 $ 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. imul 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 end 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 ANSVTPH 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060272 19529 A03 CAL HIP 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:25 2017 Page 1 ID:YIIVo3Md93tv71 byEHb6AszT2s7-eRZgK_3nTzRpHxHlbKlspXvjGftQ72Ct_DYaYkzS8Hq -1-6-0 4-11-5 9-7-10 11-11-11 17-0-0 22-0-5 24-4-6 29-0-11 33-9-0 11-6-0 4-11-5 I 4-8-5 2-4-1 5-0-5 5-0-5 I 2-4-1 I 4-8-5 4-8-5 Scale=1:59.1 5 8 4x6 i 3x8= 4x6 .::' 4 6 j. 8.00 12 23 24 0 25 26 7' 22 27 1.5x4 1.5x4 •• 3 v 28 I 21 2r, F-11 ojt -§ co !, It 14 29 13 12 11 3x8 = 3x8= 1.5x4 II 4x6 = 3x8 = 5x6 = I 9-7-10 I 17-0-0 I 24.4-6 I 33-9-0 I 9-7-10 7-4-6 7-4-6 9-4-10 Plate Offsets(X,Y)— [2:0-8-0,0-0-14].j10:0-0-0,0-1-61 LOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1,15 TC 0.49 Vert(LL) -0.15 11-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.45 14-20 >897 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code IBG2015/TPI2014 Matrix-AS Weight:173 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 WEBS 1 Row at midpt 6-14,6-11 Right:2x4 SP No.3 GE MiTek recommends that Stabilizers an - '-r ,• P• :• ss be installed during truss erection,in.. •:IN �G,i0$r.•,, ,9 /O Installation guide. REACTIONS. (lb/size) 10=1758/Mechanical,2=1871/0-5-8 �G7� Max Horz 2=281(LC9) $9200PE -7.... Max Uplift 10=279(LC 13),2=-329(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=-2748/815,3-4=-2480/818,4-6=-2007/972,6-7=-1980/976,7-9=-2439/824, 9-10=-2698/822 -7 4,44/OREGONNt. <(// BOT CHORD 2-14=-730/2234,13-14=-716/2451,11-13=-716/2451,10-11=-589/2148 4- 4 WEBS 3-14=368/212,4-14=-186/725,6-14=-615/343,6-13=0/345,6-11=-647/343, Q 14,2 O C3 2-° 7-11=-175/689,9-11=-312/208 V, R R 11..-k- 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)-1-6-0 to 1-10-8,Interior(1)1-10-8 to 11-11-11,Exterior(2)9-7-10 to 26-9-9, EXPIRES: 12/31/2017 Interior(1)26-9-9 to 33-9-0 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. RRILL 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. tiCWAS 1f) 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 tit will fit between the bottom chord and any other members,with BCDL=10.Opsf. /• c�0 A 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. 1 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(j1=-1b) 10=279,2=329. 4171 Ak- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum ..c),-P ,i) 51398 9 ka sheetrock be applied directly to the bottom chord. 2k, 'bdSTBR6' 'F' ,s,SIONAL I-" April 10,2017 1 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?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 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing tYr fl AiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the f A4 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII QualityCriteria,DSB-59 and SCSI Building Component 250Cir Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona, 92 CA 92880 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060273 19529 A04 CAL HIP 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:26 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-6d72XK4PEGZgv5sy92G5MkSvP2Dd5QR1DtH74BzS8Hp 6-5-2 12-10-5 13]2.6 16-9-0 i 20-3-10 20.7]11 27-0-14 I 33-9-0 135.3-0i 6-5-2 6-5-3 0-4-1 3-6-10 3-6-10 0-4-1 6-5-3 6-8-2 1-6-0 Scale=1:70.0 5x8 M18SHS= 5x8 M18SHS= 3x4= ,a1 22 4 23 bit 8.00 112 3x6 i 21 24 3x6 2 6 • • ce 20 25 1 4' { raiMT 'S # k 6 t} 0 13 12 26 27 11 t0 9 o 4x6= 1.5x4 I I 3x8= 3x4= 1.5x4 I I 4x4 = 3x8= I 6-5-2 I 12-10-5 I 20-7-11 I 27-0-14 I 33-9-0 I 6-5-2 6-5-3 7-9-6 6-5-3 6-8-2 Plate Offsets(X,Y)- [1:0-0-0,0-0-10],[3:0-4-0.0-1-1],[5:0-4-0,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.17 10-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 • BC 0.49 Vert(CT) -0.37 10-12 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.10 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:183 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. WEBS 2X4 DF Std G WEBS 1 Row at midpt 4-12,4-10 WEDGE MiTek recommends that Stabilizers an. '-+ 1. PR" ISi, Left:2x4 SP No.3 be installed during truss erection,in..=r: •.+ :.'AO ., V/ Installation guide. N / ®i' REACTIONS. (lb/size) 1=1584/Mechanical,7=1700/0-5-8 'T9 Max Horz 1=-269(LC 8) 89200 P E r Max Uplift 1=-264(LC 12),7=-314(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2403/490,2-3=-1896/481,3-4=-1464/460,4-5=-1470/465,5-6=-1908/476, 6-7=-2460/490OREGON £i3O BOT CHORD 1-13=-361/1892,12-13=-361/1892,10-12=-148/1530,9-10=-291/1953,7-9=-291/1953 Gj % � O'\ WEBS 2-12=-547/299,3-12=-103/608,5-10=-96/622,6-10=-605/303,6-9=0/260 6 ,.. 14,`L 0- NOTES- 41FRRik2- e' 1)Wind:ASCE 7-10;VuIt=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)0-0-0 to 3-4-8,Interior(1)3-4-8 to 12-10-5,Exterior(2)12-10-5 to 25-4-15, Interior(1)25-4-15 to 35-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces EXPIRES: 12/31/2017 &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 16.0 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. RILL 5)All plates are MT20 plates unless otherwise indicated. T�1 $ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 i-WAST 14>, 7)*This truss has been designed for a live Iced of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _, cdPøf Fwill fit between the bottom chord and any other members,with BCDL=10.Opsf.8)A plate rating reduction of 20%has been applied for the green lumber members. .. - 9)Refer to girder(s)for truss to truss connections. I 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=264,7=314. l 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum fi 4, 51398 54, sheetrock be applied directly to the bottom chord. Q, 4b R.0 ��S'IONAL VAC April 10,2017 ®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 building design.Bracing indicated is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing Mi 1T e 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 tmsses and truss systems,see ANSIRPt1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 1(3060274 , 19529 A05 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:27 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-bpgRlg51?ahXXER8jInKuy_6kSaTbyUARW 1 gddzS8Ho I 5-5-5 I 10-10-10 11-2111 16-9-0 I 22-3-5 221.71.6 28-0-11 { 33-6-0 5-5-5 5-5-5 0-4-1 5-6-5 5-6-5 0-4-1 5.5-5 5-5-5 Scale=1:58.2 5x8 M18SHS= 5x8 M18SHS = 3x8 = 22 4 23 J o j: 8.00 12 3x6 i 21 243 N , Or 2 6 W it 4: y r 20 25 1 7 iGI4 c3 {j ffi o $ 1► 0 13 12 26 11 10 9 8 4x6 = 1.5x4 II 3x6 = 1.5x4 I 3x6 = 3x8 = 1.5x4 II 4x6= I 5-5-5 I 10-10-10 I 16-9-0 I 22-7-6 I 28-0-11 I 33-6-0 I 5-5-5 5-5-5 5-10-6 5-10-6 5-5-5 5-5-5 Plate Offsets(X,3/)— [1:0-0-0,0-0-10],[3:0-4-0,0-1-1],15:0-4-0,0-1-1],[7:0-0-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.11 11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.24 11-12 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress'nor YES WB 0.33 Horz(CT) 0.11 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015fTP12014 Matrix-AS Weight:180 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 WEBS 1 Row at midpt 4-12,4-9 WEDGE MiTek recommends that Stabilizers an. •• PR 1 Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in. ': �G,'�R$1: „ SLY/p Installation guide. 11 REACTIONS. (lb/size) 1=1575/Mechanical,7=1575/Mechanical ��, Max Horz 1=208(LC 9) �- 89200PE �r" Max Uplift 1=-245(LC 12),7=-245(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2406/499,2-3=-2006/498,3-4=-1581/470,4-5=-1581/470,5-6=-2006/498, 10 6-7=-2406/499 '7A_OREGON�� X44 BOT CHORD 1-13=-352/1903,12-13=-352/1903,11-12=-272/1819,9-11=-272/1819,8-9=-338/1903, 1-- "�/ 7-8=-338/1903 /74,'41}' 14 2-° '}— WEBS 2-12=-441/247,3-12=103/665,4-12=-430/211,4-11=0/305,4-9=-431/211, R R i t Q)P /® 5-9=-103/665,6-9=-441/247 \- 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; EXPIRES: 12/3112017 MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-4-3,Interior(1)3-4-3 to 10-10-10,Exterior(2)10-10-10 to 27-4-4, Interior(1)27-4-4 to 33-6-0 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)Provide adequate drainage to prevent water ponding. � �� 4)All plates are MT20 plates unless otherwise indicated. .q 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,..9WAS f 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 , • QI�G, '� will fit between the bottom chord and any other members,with BCDL=10.0psf. � �O \� 7)A plate rating reduction of 20%has been applied for the green lumber members. jf ' 8)Refer to girder(s)for truss to truss connections. iiii,i : 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib) 1=245,7=245. y r , 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. HCl� 51398„SISTEER -t�W SSIONALE� \ April 10,2017 t mi. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 MiTek' 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/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Rug 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060275 119529 A06 CALIFORNIA 1 1 . Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:28 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-30Epy?6fmupN8O?KGTIZR9XGzsq_KHAKgAmE93zS8Hn 20-9-0 20-2-11 1 6-10-10 7-i-11 9-1-3 1 11-11-13 1 17-2-11 I 19-10-1020106 1 23-95 24(118 28-4-4 1 33-6-0 6-10-10 0-4-1 1-10-8 2-10-10 5-2-15 2-7-15 0-1121'2 3-0-5 0-4-1 4-2-14 5-1-12 Scale=1:60.4 0-2-5 0-6-5 3x4 = 9 4x8 — rI 4x6 1.5x4 I I 5 8�_ 4x6-i 3 5x6 = 30 �� 0 4x8 = 31 8.00 12 2 6 28 I� 1.5x4 i n 11 32 q 27 m t Y 5x8 Isr o Io 15 16 14 21 20 19 17 5x8= 13 4x6 = 4x4 = 6x6 = 3x0- = 1 5x48)142 == 5x6 = VERTICAL SUPPORT OF FREE END OF BOTTOM CHORD IS REQUIRED. I 6-10-10 I 11-11-13 I 17-2-11 1 19-10-10 9-9 24-1-6 1 33-6-0 I 6-10-10 5-1-3 5-2-15 2-7-15 io 3-4-6 9-4-10 Plate Offsets(X,V)— (1:0-0-0,0-0-61,1[8:0-3-8.0-0-8],[9:0-2-0,Edgej 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 0.33 Vert(LL) -0.26 16 >999 240 MT20 220/195 (Roof Snow--30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.87 16 >460 180 TCDL 7.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.11 13 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:224 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*Except* BOT CHORD Rigid ceiling directly applied. 13-18:2X10 DF No.2 G MiTek recommends that Stabilizers and re. . ,y.s1,:1■;14,rr WEBS 2X4 OF Std G*Except* be installed during truss erection,in a .- .ari� it :fiir-rFs WEDGE 18-20:2X4 DF No.1&BN G Installation guide. SCO %GI[1)E'e s/0 Left:2x4 SP No.3 GVc �.9 89200PE r" REACTIONS. (lb/size) 1=1628/Mechanical,13=1622/Mechanical Max Horz 1=258(LC 9) Max Uplift 1=-326(LC 12),13=-211(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OR EGON\� �44/� TOP CHORD 1-2=-2464/483,2-4=-1932/560,4-6=-1935/562,6-7=-3588/710,7-8=-2834/559, -7G. 40, 8-10=-1969/445,10-11=-2564/491,11-12=-2812/542 /0 '91' 1 `Z,0 4 T" BOT CHORD 1-21=-524/1935,20-21=-618/2721,15-18=-677/3607,14-15=-390/2350,12-14-382/2321 /� 'C'''''WEBS 2-21=-45/849,6-21=-1072/185,6-20-374/148,17-18=0/297,8-15=-325/1539, FR R1,0- 8-14=496/191,10-14=-172/1087,11-14=-318/214,7-15=-2151/494,18-20=-606/2661, 6-18=-86/1089 EXPIRES: 12/31/2017 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)0-0-0 to 3-4-3,Interior(1)3-4-3 to 9-2-11,Exterior(2)8-11-7 to 12-3-10, Interior(1)17-2-11 to 32-2-15 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 10,1kRILL ii q, 3)Provide adequate drainage to prevent water ponding. , S9 .v WASI�r `t>, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c{, 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 Aol�a�J� p. will fit between the bottom chord and any other members. /. O 6)A plate rating reduction of 20%has been applied for the green lumber members. r r4•�• 7)Refer to girder(s)for truss to truss connections. b. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) / 1=326,13=211. 51398 ` 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/:"gypsum �� 51398 p sheetrock be applied directly to the bottom chord. v 1 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. s`51,-, ��G April 10,2017 1 li tee. ®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 MiTek` 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060276 19529 A07 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:29 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-XCoB9L6HXBxEmYaxgApozN4RAGAI3kGTvgWnhWzS8Hm 20-9-0 20-2-11 1 6-10-10 7-211 11-11-13 I 17-2-11 1 19-10-102 1 23-9-5 24-1x6 28-4-4 1 33-6-0 6-10-10 44-1 49-2 5-2-15 2-7-15 0-1-1 3-0-5 441 4-2-14 5-1-12 Scale=1:59.9 0-2-5 0-6-5 5x8 = 4x6 5x8 M18SHS= 5 25 26 - 4x8= 5x6 2 3 1. 8.00 12 24 27 1.5x4 i 7 28 23 m 1 .-r 44, 8 a 11 12 10 5X6 \\ 14 :oro 17 16 15 13 9 5x6 = 5x8= 4x4 = 6x6= 3x4= 1.5s i,)2 = 4x6 = VERTICAL SUPPORT OF FREE END OF BOTTOM CHORD IS REQUIRED. I 6-10-10 I 11-11-13 I 17-2-11 1 19-10-10 40-9-4 24-1-6 1 33-6-0 I 6-10-10 5-1-3 5-2-15 2-7-15 0-10-6 3-4-6 9-4-10 Plate Offsets(X,Y)— [1:0-0-0,0-0-6),[2:0-4-0,0-1-11.[5:0-4-0,0-1-11,[6:0-1-12.0-1-12j TCLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.26 12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.87 12 >461 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 9 n/0- n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:214 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*Except* BOT CHORD Rigid ceiling directly applied. 9-14:2X10 DF No.2 G MiTek recommends that Stabilizers and re. s WEBS 2X4 DF Std G'Except* be installed during truss erection,in a .. .4(rib „! ,, 41 ir WEDGE 14-16:2X4 DF No.1&Btr G Installation guide. `Co txC-A�NF4., c5'/ Left:2x4 SP No.3 �c? 0'V REACTIONS. kc 89200PE 1-- (lb/size) 1=1602/Mechanical,9=1612/Mechanical Max Horz 1=179(LC 9) Max Uplift 1=-324(LC 12),9=-166(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON X44,/ TOP CHORD 1-2=-2405/469,2-3=-1879/473,3-4=-3547/675,4-5=-2806/578,5-6=-2042/465, .A„I 6-7=-2543/510,7-8=-2792/563 /6 q y '4 20 -. BOT CHORD 1-17=404/1876,16-17=503/2671,11-14=-548/3566,10-11=308/2331,8-10=406/2304 !I V WEBS 2-17=-67/869,3-17=-1085/243,3-16=-370/131,13-14=0/297,5-11=-287/1510, `��V'FR R I V--V- 5-10=494/158,6-10=-150/1083,7-10=-328/225,4-11=2114/437,14-16=494/2612, 3-14=-125/1100 NOTES- EXPIRES: '12/31/20171)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)0-0-0 to 3-4-3,Interior(1)3-4-3 to 6-10-10,Exterior(2)6-10-10 to 10-2-13, Interior(1)17-2-11 to 24-1-6,Exterior(2)24-1-6 to 27-5-9 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 Ii,R1R11,j, & 3)Provide adequate drainage to prevent water ponding. Q 4)All plates are MT20 plates unless otherwise indicated. J�. Of WAS//14.1+�� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a ;,, .j ,. G',/\ ,6 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 7 '” y i • 0 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. f 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) "s 51398 krj� 1=324,9=166. Cr; '6Gts f . 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum sheetrock be applied directly to the bottom chord. �SS70NALCS\ April 10,2017 1 1 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY!11 A Frei('R is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVIPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cirde 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060277 19529 A08 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:30 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-?OMZNh7vIV350i9jOtK1 WaccggWPoF8c8UFLEyzS8H1 26-5-14 1-11-6.6-.00 1 5-1.10 55-11 10-2-13 I 15-5-11 I 128:60:72 2s-6 o-7 z 1815 i 2210 5o 1212-3-o I z3-o5s 2:;41-g 4 zs 112o I 33-9-0 61-10 4-9.2 52-15 4-5-6 0.1-12 Scale=1:61.4 5x8 *i 5x6-� 3x4 = 5x8 M18SHS= 6 28 7 29 • 4x8= 6x6= V es 411111 8.00 12 3 4 3x6 9 27 113 30 IIIIIIILS wI* 26 1 , h � 1 2 J_, C 8 rd Ja mos *14 1 13 12 5x8 d IO 20 19 18 17 16 5x8= 3x6 II11 4x4 = 1.5x4 II 4x8 4x12= 1.5x4 II 4x4 = VERTICAL SUPPORT OF FREE END 10x10= OF BOTTOM CHORD IS REQUIRED. 1_ 5-1-10 I 10-2-13 15-5-11 1 18-0-2 ( 21-0-0 I 26-4-2 26-5.1429-3-10 1 33-9- 5-1-10 5-1-3 5-2-15 2-6-7 2-11-14 5-4-2 0.11-y2 2-9-12 45-6 Plate Offsets(X,Y)— [3:0-4-0,0-1-1],16:0-3-8,0-2.81,114:0-2-8,0-7-8],[17:0-1-12.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.25 17 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.65 15 >619 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.13 11 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:212 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. 6-8:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G*Except* WEBS 1 Row at midpt 4-20 .``C" , 11-14:2X10 DF No.2 G MiTek recommends that Stabilizers an•��• "FQd C• • : I PR f. s WEBS 2X4 DF Std G*Except* be installed during truss erection,in. : ,'@,$is r,' cr/ 1r^ 6-16,14-17:2X4 DF No.1&Btr 0 !� • 0 Installation guide. REACTIONS. (Ib/size) 11=1612/Mechanical,2=1719/0-5-8 89200PE �� Max Horz 2=160(LC 9) Max Uplift 11=-155(LC 8),2=-365(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2547/488,3-4=-2043/460,4-5=-3984/799,5-6=-3846/745,6-7=-3265/666, OREGON 44/� 7-8=-2203/474,8-9=-2690/537,9-10=-3085/610 7G 2j � � BOT CHORD 2-20=423/2040,19-204-630/3433,17-19=-630/3433,13-14=-492/2948,12-13=-442/2532, /o 4 y14 24� -A— 10-12=-442/2532 /Il R,P WEBS 3-20=-120/1039,4-20=-1674/340,4-17=-111/662,5-17=-1509/302,6-14=-317/1888, FR R t 1.-`- 8-13=-188/1221,14-17=-743/4101,5-14=-1204/333,7-14=-100/446,7-13=-1045/254, 9-12=-67/314,9-13=432/182 Noyes- EXPIRES: 12/31/2017 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)-1-6-0 to 1-10-8,Interior(1)1-10-8 to 5-1-10,Exterior(2)5-1-10 to 8-6-2, interior(1)15-5-11 to 26-5-14,Exterior(2)26-5-14 to 29-10-6 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 Ny$1.RLLL 8l), 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ate F WASE `I non-concurrent with other live loads. O ��{ 4)Provide adequate drainage to prevent water ponding. Op e,.__ ?� 5)All plates are MT20 plates unless otherwise indicated. ry - .,. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '1 ' ' 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 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. ,-c1'0 51398 4 4c,4k" 9)Refer to girder(s)for truss to truss connections. oi4N 4'GISTV0- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �, C\\ 11=155,2=365. %NAL V� 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. April 10,2017 t __ i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/0312015 BEFORE USE. 111111 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.erasing 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 ANSI/Wit 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060278 119529 A09 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:31 2017 Page 1 ID:YIlVo3Md93ty?1byEHb6AszT2s7-Tbwxa18X3pBy?skvybrG2o9jh3tuXf7mM8?umOzS8Hk 16-x11 740 3-0-2 3- 11 e-2-t 13-5-11 16.0.2 l6-rt 20-0-0 1-0.0 242-1 28-0.5 2 4 33-9-0 ' 1-6-0 3-0-2 (15-9 4-8-6 5-3-11 z-6-7 a1�Y2 345 11-0-0 3-2-t I 3-104 0.5-9 5-3-2 ' 0-3-13 Scale=1:61.7 5x8 \\ 4x4= 4x8 = 5x6'� 6g 7 8 30 5x6 �i 4x8 = 8x8-=."414 O 10 8.00 12 3 4 T6 o Fl - 4 a N r, 2 e% - GDID ii �' ' d O1 _ — X14 13 12 4x8 �� 23 22 21 20 19 18 17 16 1 3x6 II 4x6= 11 3x4 = 3x4 = 3x4 II 4x6 3x4 = 8x8 II 4x4= 3x4 H 3x4 I I VERTICAL SUPPORT OF FREE END 6x6= OF BOTTOM CHORD IS REQUIRED. 20-0-0 I 30-2 I 8-2-1 1 10-8-12 1 13-5-11 I 16-0-2 1 1848 18i9r4 21-0-01 242-1 I 28-5-134 I 339-0 I 3-0-2 5-1-15 2.6.11 2-8-15 2-6.7 246 0-j-2 11 0.0 3-2-1 4313 5-3-2 1-2-12 Plate Offsets(X,V)— [2:0-4-3,0-0-4],[5:0-5-4,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.05 12-24 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.68 Vert(CT) -0.10 12-24 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.80 Horz(CT) 0.02 11 n/a n/a BCLL 0.0 Code 1BC2015/TP12014 Matrix-MS Weight:215 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. 3-5,6-9:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2X6 DF No.2 G*Except* MiTek recommends that Stabilizers and re. ' •• iyrs ,n: 11-14:2X8 DF No.2 G n�,,``,, WEBS 2X4 DF Std G installed during truss erection,in a .�t i� 1. lir•14-61,_, Installation guide. mac\ ��G)njE" j' REACTIONS. All bearings 0-5-8 except(jt=length)11=Mechanical. (Ib)- Max Horz 2=126(LC 8) ' 89200PE 9t' Max Uplift All uplift 100 lb or less at joint(s)except 11=-1 75(LC 9),21=-453(LC 8),2=-231(LC 8),17=-513(LC 5) Max Gray All reactions 250 lb or less at joint(s)except 11=1173(LC 1),21=2121(LC 1),2=1020(LC 1),17=3011(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y 4 OREGON,\R �<V� TOP CHORD 2-3=-1394/253,3-4=-1152/243,4-5=-179/852,6-7=-112/623,8-9=1640/326, <® 'q f' 1 4 9•° 4r 9-10=-2006/349 /�,' 'e);>''BOT CHORD 2-23=-242/1143,22-23=-193/857,21-22=-193/857,13-14=-244/1424,12-13=-244/1424, FR R L� 10-12=-241/1632 WEBS 4-23=-52/329,4-21=-2121/463,9-12=-19/348,7-14=-110/929,8-14=-1850/321, 8-12=-61/271,5-21=-1015/253,7-17=1820/365,6-17=966/175 EXPIRES: 12/31/2017 NOTES- 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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 14V,RRILL 6 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs Q non-concurrent with other live loads. a� OF WASFII'C >,�{ 4)Provide adequate drainage to prevent water ponding. Op , y,,� 2, r. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;r O ailli 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. i 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. .,0 .../!, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 175 lb uplift at joint 11,453 lb uplift at �p �' 51398,0 ;V joint 21,231 lb uplift at joint 2 and 513 lb uplift at joint 17. + GIS1 ER { 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)300 lb down and 48 lb up at S`SLONAL V-' 3-5-11,and 350 lb down and 55 lb up at 16-5-11,and 350 lb down and 55 lb up at 28-0-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 111p)��IIn the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 10,2017 'L®11Ut� .ASEotinaara I ims ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE API-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 ANSVTPN 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060278 19529 A09 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:31 2017 Page 2 ID:YIIVo3Md93ty?1byEHb6AszT2s7-Tbwxa18X3pBy?skvybrG2o9jh3tuXf7mM8?umOzS8Hk LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-28=-74,5-28=-169(F=-95),5-6=-169(F=-95),6-30=-169(F=-95),9-30=-74,9-10=-74,2-15=-40(F=-20),10-14=-40(F=-20),10-11=-114(F=-20) Concentrated Loads(Ib) Vert:28=-300(F)29=-350(F)30=-350(F) ,h 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' R're k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060279 19529 AHR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 5 Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:32 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-xnUKoN9Ag6Jpd0J6VINVb?h_PTNgGlxvbokRlgzS8Hj -2-1-7I 11-2-4 11-4711 14-1-9 i 16-11-8 I 18-11-9 I 2-1-7 11-2-4 0.2-7 2-8-14 2-9-15 2-0-1 7 5.66 12 Scale=1.44.4 6 v Iob 5 4 9 8. 3 0 1 ao 40 r; I 8 r 2 .a 01 mil I 11-2-4 I 11-2-4 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.17 2-3 >799 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.24 2-3 >550 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 ' Code IBC2015fTP12014 Matrix-AS Weight:49 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 Rigid ceiling directly applied. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-6-15. (Ib)- Max Horz 2=216(LC 14) <(' E� PROF ss Max Uplift All uplift 100 lb or less at joint(s)2,5,6 except 3=-154(LC 14) Max Gray All reactions 250 lb or less at joint(s)5 except 2=303(LC 1),3=253(LC 20),6=251(LC 20) �(;,I N� 9 /0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 4,1 57 `c 89200PE r• 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)-2-1-7 to 2-1-8,Exterior(2)2-1-8 to 18-11-9 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=1.60OREGON 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �/- 4,,, 2.0 �'S 3)Unbalanced snow loads have been considered for this design. 0 14 4)All plates are 3x4 MT20 unless otherwise indicated. /14/ R R 10._ R, 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify EXPIRES: 12/31/2017 capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,5,6. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5,6 except (jt=lb)3=154. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,6. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum OR RILL,, ri sheetrock be applied directly to the bottom chord. a1C ��WAS 4-1RJ 'PO �AF4q, �.s GISTE51398- Ceti SJONALVT' April 10,2017 mit®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekNl 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 r� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTP11 Quality Criteria,1:156419 and BCSI Building Component 250 Ktug 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060280 19529 AHR-1 RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:33 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-Pz2i?j9obQRgFAu130uk8DE9Mtjv?IB3gSU?gHzSBHi I -2-1-7 i 8-4-5 i 13-5-1 I 16-5-14 2-1-7 8-4-5 5-0-12 3-0-13 5.66,126 Scale=1:45.3 Iii. 5 3x6 4 3x4% 101) 3x4 3 x4 r; 3x4 r 3x4 It. 3x4 2 ..' RR r 0 1 jA I 8-4-5 I 16-5-14 I 8-4-5 8-1-9 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.06 3-5 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.08 3-5 >784 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-AS Weight: 20% BCDL 10.0 41 lb FT= 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=0-6-15,5=0-1-8. (Ib)- Max Horz 2=192(LC 14) P R Max Uplift All uplift 100 lb or less at joint(s)6,2,5 except 3=-145(LC 14) ��ED QF�iS' Max Gray All reactions 250 lb or less at joint(s)6,3,5 except 2=253(LC 1) �CJ� �NG i N FSR 0/O FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. (V 2 NOTES- 89200PE 9c 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasil=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-2-1-7 to 0-10-9,Interior(1)0-10-9 to 16-4-13 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 cr grip DOL=1.60 OREGON 4C/ 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 G. 4 \Dr - A, 3)Unbalanced snow loads have been considered for this design. /o '4Y 14,2° '''4 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 41 Q} will fit between the bottom chord and any other members. R R I I,.. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing 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. EXPIRES: 12/31/2017 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,3,5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2,5 except (jt=lb)3=145. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6,3,5. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ,E,RRIL j & 4.'9 of WAST 1+,,), . . c; �A .1 ,1 •,E KSrP 4, 5139$ � 24, '66IST l#' w 'sSfONAL�,IC,\ April 10,2017 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,ppliMill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPII 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060281 19529 AHR-2 CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:34 2017 Page 1 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-tAb4D3AQMjZXsJTUdjPzgQnHZH28kCRC26DYNjzS8Hh -2-1-7I 4-9-14 i 9-10-15 i 16-4-1 ( 18-11.3 18-11-9 2-1-7 4-9-14 5-1-1 6-5-3 2-7-2 046 Scale=1:52.3 5.66 12 7 ,ao • 17 0 6 3x4% 9 5 4 t1 • m 3x4 3x4% 3 3x4 i 0. 3x4 % 8 Z 0 1 =-1 4-9-14 I 4-9-14 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.16 4-6 >492 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.21 4-6 >370 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 7 n/a n/a BOLL 0.0 * Code IBC2015/TP12014 Matrix-AS 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 Rigid ceiling directly applied. REACTIONS. All bearings 0-2-2 except(jt=length)7=0-1-6,2=0-6-15. (Ib)- Max Horz 2=218(LC 14) 0 P R OF Max Uplift All uplift 100 lb or less at joint(s)7,2,3 except 6=-105(LC 14),4=-132(LC 14) CQ‘ Fs ' Max Gray All reactions 250 lb or less at joint(s)7,2,3,4 except 6=253(LC 20) �,., ANG I N E .- cvo* FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 444 TOP CHORD 2-3=-282/110 Q 89200P 9r 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)-2-1-7 to 2-1-8,Exterior(2)2-1-8 to 18-10-14 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 OREGON 44/� grip DOL=1.60 �� ®r,,t` As 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Q �J P 14,2 �P'k` 3)Unbalanced snow loads have been considered for this design. • /�R R LL 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. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/FPI 1 angle to grain formula. Building designer should verify EXPIRES: 12/3112017 capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7,3,6,4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,2,3 except (jt=lb)6=105,4=132. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)7,6,4. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum 0.v,ItRILL sheetrock be applied directly to the bottom chord. <C) O WAS 'I' `7+y � r ��/'iJ 0# h. �P 51398 Ov0 �, � GIB' ��s7ONAL V.,' April 10,2017 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Design valid for use only with 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 ANSVTPII 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060282 1 19529 B01 GABLE 1 1 f Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.100 s Mar 21 2017 MiTek Industries,Inc. Mon Apr 10 11:06:01 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-AARSiZw0FzHgnYMoE0e2us4aMj23bsyniKwedszS6Vq l -1-6-0 ( 9-9-0 I 14-5-1 I 19-6-0 121-0-0 I 1-6-0 9-9-0 4-8-1 5-0-15 1-6-0 4x4 = Scale=1:46.8 6 5x6= 4 g ii 10 8.00 12 3 30 I '1 72 13 V�� a 14 29 15 R 2 24 ,r. ��rf Ili .,D1` 27 76 `Il lJ • i� + 11 j1 01 IMI %Tr�� .�� 17 Ito 2325 22 5x8 = 3x4 = 3x4= 21 20 19 18 2826 I 6-9-0 1 9-9-0 l 13-4-0 I 19-6-0 I 6-9-0 3-0-0 3-7-0 6-2-0 Plate Offsets(X,Y)— f3:0-2-14,Edgel LTCLLOADING (Ps30.0 SPACING- 2-0-0 CSI- DEFL. in (loc) 1/deft IA PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.05 22-25 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.12 22-25 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0,01 16 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight 116 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. 3-21:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 OF No.1&Btr G JOINTS 1 Brace at Jt(s):7 C � � WEBS 2X4 DF Std G MiTek recommends that Stabilizers a • :*, ' r S OTHERS 2X4 DF Std G be installed during truss erection,in .' . .: , ,. , tr> Installation guide. v\ ,R 4t REACTIONS. All bearings 6-5-8 except(jt=length)2=0-5-8. �Cr (Ib)- Max Horz 2=-215(LC 10) Q 89200 P E 9r Max Uplift All uplift 100 lb or less at joint(s)20,19,18 except 2=-154(LC 12),21=-171(LC 12) Max Gray All reactions 250 lb or less at joint(s)19,18 except 2=779(LC 1),16=306(LC 1),21=759(LC 1), 21=759(LC 1),16=306(LC 1) FORCES. (Pb)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. -y OREGON /.0 TOP CHORD 3-24=821/100,3-5=-553/220,5-7=-590/248,7-9=-601/250,9-11=625/263, G4 ,\IN A. 11-21=-640/284 SOT CHORD 22-25=-74/639,21-22=-75/636 /Q y 14,2��P° WEBS 3-22=0/294,2-23=-524/194,24-25=-331/327,16-26=-273/140 SFR R r♦t`L 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; EXPIRES: 12/3112017 MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-9-0,Exterior(2)9-9-0 to 12-9-0 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)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 $BRILL & 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs J19 WAS/1,6:1+),.., non-concurrent with other live loads. (:)- � * 5)All plates are 1.5x4 MT20 unless otherwise indicated. IA 6)Gable studs spaced at 1-4-0 oc. Op �:;�'�_! �O;dr'7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • `L •y ' AWN 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 fit between the bottom chord and any other members. C�� 9)A plate rating reduction of 20%has been applied for the green lumber members. w� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,19,18 except A�0 �4.51398 ty (jt=1b)2=154,21=171. GdSTER 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum 44‘,., /STEW' �! sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 10,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 my 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 ANSVTPI1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 1 K3060283 19529 B02 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:36 2017 Page 1 ID:YIIVo3Md93ty?1 byE Hb6AszT2s7-gYjgdlCguLpF6ddtk8RRlrsfF4doC2dV W QifRczS8Hf 1 -1-r0 I 5-0-15 I 9-9-0 I 14-5-1 ' 19-6-0 21-0-0 1-6-0 5-0-15 4-8-1 4-8-1 5-0-15 1-6-0 Scale=1:43.9 4x4 =- 4 4 PI 16 17 8.00 112 1.5x4 ' 1.5x4 -i n 3 5 15 18 2 6 I 7 v 1 R8 M O 3x6 i 3x8 = 3x6- 1 9-9-0 1 19-6-0 1 9-9-0 9-9-0 Plate Offsets(X,Y)- 12:0-2-0,0-1-8],16:0-2-0,0-1-8L LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.11 8-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.35 8-11 >665 180 TCDL 7.0 Rep Stress Ina YES WB 0.28 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 • Code IBC2015/TPI2014 Matrix-AS Weight:87 lb FT=20% BCDL 10.0 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. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and re. ' ay-.r., a, be installed during truss erection,in a •tl�ila. -i. flim-165( Installation.uide. /- REACTIONS. (lb/size) 2=1028/0-5-8,6=1028/0-5-8 " 1 Max Horz 2=-215(LC 10) y Max Uplift 2=-216(LC 12),6=-216(LC 13) 89200PE r-- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1262/255,3-4=-963/217,4-5=-963/217,5-6=-1262/255 BOT CHORD 2-8=-228/1008,6-8=-113/1008 WEBS 4-8=-83/626,5-8=-383/246,3-8=-382/245 7 OREGON�� knit NOTES- /® A'9 y' 1 4,2° p4 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; 4i R i L\' MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-9-0,Exterior(2)9-9-0 to 12-9-0 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 EXPI RES: 12/31/2017 3)This truss has been designed for greater of min roof live load of 16.0 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. TSR RIL[ 6)A plate rating reduction of 20%has been applied for the green lumber members. T� s 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 144 WASK `iJ 2=216,6=216. " OQ 8)This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and Y. gypsum % J 9 9 _ PP -� sheetrock be applied directly to the bottom chord. �j. . fl -411.0-7, :i;::::::::9 te'" �` • r0 4- 16 51398 �� OISTER� `� S,s,, z ��'' April 10,2017 E ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notmil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web annoy chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r s r �r n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUrPI1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060284 19529 803 Common Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:37 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-IIHDr4DIfex6jnC3lsyg13PkZUwbxP7e14SCz2zS8He -1-6-0I 5-0-15 I 9-9-0 I 14-5-1 I 19-6-0 1-6-0 5-0-15 4-8-1 4-8-1 5-0-15 8x12 M18SHS I I Scale=1:47.5 4 ON 8.00 12 5x6 i 5x6 3 5 /0 41 irl 7x162 7x16 �� NE __lfi�r q1"i2 4 $ 111�111—i01 1 11_`/.6 1?01 m o 10 9 15 8 16 17 7 18 C- 3x8 II 10x10 = HUS26 10x10 = HUS263x8II Special HUS26 HUS26 I 5-0-15 I 8-1-8 19-9-0 I 11-4-8 I 14-5-1 I 19-6-0 I 5-0-15 3-0-9 1-7-8 1-7-8 3-0-9 5-0-15 Plate Offsets jX,Y)– [2:0-4-13,Edge],[6:0-4-13,Edge],[7:0-4-8,0-1-8],[10:0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.14 8-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.29 8-9 >814 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.09 6 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-MS Weight:237 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G*Except* 4-9,4-8:2X4 DF No.1&Btr G ?,�.d P R ores Left:2x8 SP No.2,Right 2x8 SP No.2 ,\WEDGE �' �14G[N�F.,9 (24w REACTIONS. (lb/size) 6=6729/0-5-8,2=5540/0-5-8 89200 P E �< Max Horz 2=205(LC 21) Max Uplift 6=-1525(LC 9),2=-1506(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. et TOP CHORD 2-3=-9453/2555,3-4=-9230/2566,4-5=-9370/2334,5-6=-11563/2647 Q OREGON 40 BOT CHORD 2-10=-2162/7794,9-10=-2162/7794,8-9=-1591/6422,7-8=-2117/9575,6-7=-2117/9575 �4- 4 \t'' A. WEBS 5-8=-2760/609,5-7=-440/2917,3-9=-438/244,4-9=-1778/4844,4-8=-985/5321 /® 4}' '14 2d �j'�- NOTES- R R 1 IA- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-2-0 oc. EXPIRES: 12/31/2017 Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;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=1.601,�gRRILL 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category il;Exp B;Partially Exp.;Ct=1.1 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs WAS 1 '. 0� v non-concurrent with other live loads. /..'"!'- t0 t5 6)All plates are MT20 plates unless otherwise indicated. . " 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �a re',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 4..i 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. "d� ]398 w 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q, 1P4GIST'~!y2 Q, 6=1525,2=1506. , C1� 11)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 10-0-0 from 'sdONAL' the left end to 15-5-4 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3905 lb down and 1587 lb up at April 10,2017 &onti&faR nn.ba ygi$chord Thi rlesian/selection of suc'1 connection device(s)is the resr�o�sihi�vif others 1 f MI" ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev.10/01/2015 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 M Frei( 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 ANSIITPH Quality Criteria,D8B-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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060284 19529 B03 Common Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 S Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:37 2017 Page 2 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-IIHDr4DIfex6jnC3Isygl3PkZUwbxP7e14SCz2zS8He 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=-74,2-6=-20 Concentrated Loads(Ib) Vert:9=-3905(8)15=1564(8)16=-1738(B)17=-1564(B)18=-155503) AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. e• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,notmit 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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060285 ;19529 CO1 Roof Special Girder 1 1 . Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 S Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:38 2017 Page 1 3�g ID:YIIVo3Md93ty?1 byEHb6AszT2s7-mxrb2QDwPy3ztxmFsZTvrGxv?uCLgo_ozkCmWUzS8Hd -1-6-0 ' 3-3-12 -1 9-1-0 i 14-10-12 I 20-10-8 2170-0 1-6-0 3-3-12 0.4-13 5-4-7 5-9-12 5-11-12 0-1-8 Scale=1:38.2 5x6 i 3x4 II 4x4 = 4x8= 3 , 15 16 17 4 18 19 20 5 21 22 23 6 7 8.00 12 a I E1 M -kir o A ,9 N 2 CI tt e _ 1 1 nn nn nn nn nn rn, nn nn nn fl 1 Sr 2411 25 26 27 28 10 29 30 31 32 3i JUS24 JUS24 JUS24 JUS24 8x8= JUS24 JUS24 JUS24 9 8 3x8 = 4x4 = 5x8 = JUS24 JUS24 JUS24 I 3-3-12 i 11-11-14 I 20-10-8 2110-0 3-3-12 8-8-3 8-10-10 0-1-8 Plate Offsets(X,Y)— [2:0-8-4,0-1-6],[9:0-3-8,0-3-4],[10:0-4-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.20 10-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0,45 9-10 >558 180 TCDL 7.0 Rep Stress[nor NO WB 0.86 Horz(CT) 0.10 9 n/a n/a BCLL 0.0 * Code IBC20151TP12014 Matrix-MS Weight:121 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G*Except` TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. 3-7:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. BOT CHORD 2X6 DF No.2 G WEBS 1 Row at midpt 4-11,5-9 WEBS 2X4 OF Std G I,.P!' MiTek recommends that Stabilizers an. '. Is be installed during truss erection,in..='. .i($f:.„.._9 0'/O Installation guide. REACTIONS. (lb/size) 9=2025/0-5-8,2=1913/0-5-8 �C.r� 17 Max Horz 2=135(LC 25) 4 89200PE Max Uplift 9=-546(LC 8),2=-525(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3129/777,3-4=-2594/693,4-5=-4599/1123 BOT CHORD 2-11=-689/2587,10-11=-1396/4717,9-10=-1176/3918 y OREGON�� Q WEBS 311=-126/1086,4-11=-2303/808,4-10=-146/343,5-10=0/919,5-9=4163/1249, �� 1,r� 0 6-9=-435/200 Q y 14, ' NOTES- � RR10- 4;?' 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12131/2017 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. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $R.ILILL 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 C� . will fit between the bottom chord and any other members. 40 Ov WASE i> 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) ,- •( �7 >o ' 9=546,2=525. ,.m�' i' -. 9)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 f left end to 20-0-12 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. Ter 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)84 lb down and 84 lb up at z 3-8-12,232 lb down and 106 lb up at 4-0-12,201 lb down and 148 lb up at 6-0-12,153 lb down and 148 lb up at 8-0-12,148 lb �O/t `.IS.PERY� , " 8 lb 48 lb down and 149 b down 148 b up at 14-0-12, 96 148 lb up town and 4160-112,and 96 bldown and 148 lb up at 18-0-12,and 199 bldown and 146 lbupat 20-0-12 on top I chord.down The sS7ONALv 6� design/selection of such connection device(s)is the responsibility of others. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 10,2017 .fl shin Iedk.elnacteA?,...-..r 0 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK 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 budding 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,DS8-89 and BC$1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060285 19529 CO1 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:38 2017 Page 2 ID:YIlVo3Md93ty?1 byEHb6AszT2s7-mxrb2QDwPy3zLxmFsZTvrGxv?uCLgo_ozkCmWUzSBHd LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-7=-74,2-8=-20 Concentrated Loads(Ib) Vert:10=-47(8)14=-54 15=-229 16=-161 17=-113 18=-108 19=-108 20=-156 21=-156 22=156 23=-160 24=-23(B)25=-52(B)26=-48(B)27=-47(B)28=-47(8) 29=-47(B)30=-47(B)31=-47(8)32=-48(8) ®.WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding 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 torus 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060286 I 19529 CO2 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:40 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-iKzLT6FBxZKgaEwez_W Nwhl Dxi0p8lP5R2hsaNzS8Hb 4-11-9 -1.6-0 2-5-12 I 4-8-4 4-10-0 12-5-4 I 20-4-0 2015-8 1-6-0 2-5-12 2-2-7 0-1-2 7-5-11 7-10-12 0-111-8 0-1-9 Scale=1:37.6 5x8 M18SHS= 4x4 = 1.5x4 II .. 16 17 18 19 20 4 21 22 23 24 5 6 8.00 112 'rid" CI li ... o i15 4.12 .� o l+._Ii 1 = 11 10 9 8 7 3x4 = 1.5x4 II 3x4 =3x6 6x6 = I 4-8-4 I 12-5-4 I 204 ) 29.x5-8 4-8-4 7-9-0 7-10-12 0-'IL Plate Offsets(X,Y)- [3:0-3-10,0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.09 8-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.30 8-10 >797 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 Matrix-AS Weight:93 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 OF Std G WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers an...�� . •.-P R--,ns be installed during truss erection,in.f.:.': ,'(ftj,$t:.',n: s/ Installation guide. /4 0, REACTIONS. (lb/size) 8=1228/Mechanical,2=1159/0-5-8 414 -9 Max Horz 2=175(LC 12) C - 89200PE 1-'- Max Uplift 8=-356(LC 12),2=-329(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1653/431,3-4=-1902/567 BOT CHORD 2-11=423/1336,10-11=-426/1330,8-10=-567/1902 y OREGON �4, WEBS 3-11=0/254,3-10=-268/694,4-10=-85/270,4-8=-2048/610,5-8=400/171 L/o�,q} 14,2,0 ��t+,c �' S- 1)WNOTind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; V,`R R,�-�" MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 4-10-0,Exterior(2)4-10-0 to 9-0-14 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: 12/31/2017 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. 5)All plates are MT20 plates unless otherwise indicated. \s RRILL, 9 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide a1� O�WAShr Ii. f will fit between the bottom chord and any other members. G t-' 8)A plate rating reduction of 20%has been applied for the green lumber members. -.41 ..•••� / ,, 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) I : 8=356,2=329. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum � / sheetrock be applied directly to the bottom chord. +Q J�13�$ w 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)39 lb down and 83 lb up at O{ Q '1 f ERtiS and 128 lb up at 8-0-12,39 lb down and 128 b up at dow and 128 lb lb4-10-0,81 down atN12-0-12, lb lbup at 6-0-12,down and 128 b up atlb n14-0-12,92 lb down and 128 lb up at 16-0 12,and 92 lb down and 11-12,39128 bn ��S1ONAL S up at 18-0-12,and 123 lb down and 118 lb up at 20-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. April 10,2017 anotiM,ori,ea,bena-a-...,.,-, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTeki1 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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060286 19529 CO2 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:40 2017 Page 2 ID:YIIVo3Md93tv?1byEHb6AszT2s7-iKzLT6FBxZKgaEwez WNwh1DxiOp81P5R2hsaNzS8Hb LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-6=-74,7-12=-20 Concentrated Loads(Ib) Vert:5=97 16=-47 17=-50 21=53 22=-53 24=-53 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. 11111 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' iT is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i 1 !l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060287 19529 CO3 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:41 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-AWXjhSGpitSXCOVgXh 1cSvZPm5L1 tCaEfiQQ6pzS8Ha 4-11-9 1 -1-6-0 I 2-6-12 I 4-8-4 4- 6-2-9 I 12-5-4 I 20-4-0 201)-8 1-6-0 2-5-12 2-2-7 0-4-12 1-3-0 6-2-11 7-10-12 O�A 0-1-9 Scale=1:37.1 4 4x4= 1.5x4 II 3\\�/ 6 8.00 12 �� 18 19 20 21 22 23 24 25 26 �'r 17 �� 0 16 m 0 13 4I 11111 5x8 2 o tr.- lel _� 1 ►� 12 11 10 9 8 i 1.5x4 II 3x4 =3x6 = 3x4 i 6x6 = I 4-8-4 I 12-5-4 I 20-4-0 2015-8 4-8-4 7-9-0 7-10-12 0-1-8 Plate Offsets(X,Y)— [2:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.09 9-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.30 9-11 >795 180 TCDL 7.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:95 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 WEBS 1 Row at midpt 5-9 ! PR ilmy.MiTek recommends that Stabilizers an. '', .w - .r s be installed during truss erection,in. ': ,,,,i[10... ,.,9 SjO Installation guide. REACTIONS. (lb/size) 9=1150/Mechanical,2=1210/0-5-8 �� Max Hoa 2=217(LC 33) 89200PE fit` Max Uplift 9=-323(LC 9),2=-289(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1762/550,3-5=-1917/676 BOT CHORD 2-12=-667/1439,11-12=-672/1433,9-11=-676/1917 IT OREGON L �� WEBS 3-12=0/252,3-11=-282/648,5-11=-67/261,5-9=-2064!727,6-9=-315/142 7 V 4 O y 14,2O Q4 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; �P R I L-,' MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 6-2-9,Exterior(2)4-10-0 to 9-0-14 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: 12/31/2017 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. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $KRILL 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. �1� 4 VJAS "-f- 7)A plate rating reduction of 20%has been applied for the green lumber members. O 41 "-t>, 7)A 8)Refer to girder(s)for truss to truss connections. Opi !>�., A�9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ' ori r- 9=323,2=289. `,/ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum ' sheetrock be applied directly to the bottom chord. r r r 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 93 lb up at 5 1 398 6-1-10,101 lb down and 128 lb up at 8-0-12,76 lb down and 128 lb up at 10-0-12,39 lb down and 128 lb up at 12-0-12,44 lb �Oh, �•OISTER�� down and 1 lb up at and 61 lb up at 2,and 44 lb down and 61 lb up at 2,and 57 lb up at6200-2-4 on top lord. The design/selection on of such connection device(s)is the responsibility of others.59 lb down and �SSIONAL 1"' LOAD CASE(S) Standard April 10,2017 ...I A. III . A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/032015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall +' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi TT ek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,088-89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060287 19529 CO3 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MTek Industries,Inc. Mon Apr 10 11:04:41 2017 Page 2 ID:YINo3Md93ty?1 byEHb6AszT2s7-AWXjhSGpitSXCOVgXh1 cSvZPm5L1 tCaEfiQQ6pzS8Ha 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=-74,3-7=-74,8-13=-20 Concentrated Loads(Ib) Vert:6=-46 19=-63 21=-37 23=-26 24=-26 26=-26 a A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nothit 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/TPN 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060288 s 19529 C04 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:42 2017 Page 1 ID:YINo3Md93ty?1 byEHb6AszT2s7-ei46uoGRTBaOgY415PYr?66fCVjUcftOuMAzfFzS8HZ I -1-6-0 I 6-11-12 7T4-1p 12-11-8 1-6-0 6-11-12 0-4-13 5-6-14 5x8M1BSHS \\ Scale=1:33.1 354 I I Ago3 1, 14 15 16 17 4 5 >4. • x1.5x4 11 5x6= I 6-11-12 I 12-11-8 I 6-11-12 5-11-12 Plate Offsets(X,Y)— 12:0-0-3,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.07 8-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.15 8-11 >984 180 Ml8SHS 220/195 TCDL 7.0 Rep Stress Ina- YES WB 0.68 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. 3-5:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and re. " - .3,s1g;:lii WEBS 2X4 OF Std G be installed during truss erection,in a .«�166 . irr-IFs Installation guide. ..\GINP - 02, REACTIONS. (lb/size) 2=776/0-5-8,7=787/Mechanical (?` ti 9 ', Max Horz 2=243(LC 12) 1-4./ -9 Max Uplift 2=-187(LC 12),7=-250(LC 12) ` ' 89200 P E f FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-807/145 BOT CHORD 2-8=-208/577,7-8=-210/572 WEBS 3-8=0/300,3-7=-744/273,4-7=-294/148 7 "'7 OREGON f, NOTES- iV �..1). 1 4,2Q1 -�- 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; �R R'`� �P MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-1-9,Exterior(2)7-1-9 to 11-4-7 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 EXPIRES: 12/31/2017 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. 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�� 4, 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 q, will fit between the bottom chord and any other members. ��• O. WASfij `iJ 8)A plate rating reduction of 20%has been applied for the green lumber members. • 4 9)Refer to girder(s)for truss to truss connections. ,Z,� r rp 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .J 2=187,7=250. ,_ at/' 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. ,. Y:" 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)40 lb down and 83 lb up at 5 1398 `,/ 7-1-9,127 lb down and 73 lb up at 8-0-12,and 114 lb down and 134 lb up at 10-0-12,and 75 lb down and 131 lb up at 12-0-12 on Q�, c''f;is'rEv- •�t{ top chord. The design/selection of such connection device(s)is the responsibility of others. . ',.6,„,t & "VONALV, LOAD CASE(S) Standard April 10,2017 (:ontinued on nano 2 I NM* Nit ®WARNING-Verity 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 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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060288 19529 C04 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:42 2017 Page 2 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-ei46uoGRTBa0gY415PYr?66fCVjUcftOuMAzfFzS8HZ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-74,3-5=74,6-9=-20 Concentrated Loads(Ib) Vert:3=-4 14=-119 15=-74 17=-37 ®WARNING-V �� verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.1OPoI/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 IYt 11 iiTek` 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 ANSIITP11 Quality Criteria,DSB419 and SCSI Building Component 250 King 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 11K3060289 19529 C05 Roof Special 1 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:43 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-7ueU58H3EUiFRifDf634YKfp1 v3EL5NX70vXBizS8HY -1-6-0I 6-11-12 714-1p 8-7-10 I 12-11-8 1-6-0 6-11-12 0-4-13 1-3-0 4-3-14 5x8 M18SHS \\ 4 Scale=1:34.1 /' 3x4 1 3 5 ,., Y' 8.00 l- • 14 0 o a a o N 13 2 is r : �t 1 0-711 9 8 1.5x4 11 i 7 3x4 % 5x6= I 6-11-12 I 12-11-8 I 6-11-12 5-11-12 Plate Offsets(XX)- 12:0-2-0.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.06 9-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.14 9-12 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight: 20% BCDL 10.0 68 lb FT= LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. 3-6:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and re. s..r•: WEBS 2X4 DF Std G be installed during truss erection,in a ".\d+ei� �. •'iiyi• aaFs Installation guide. �\� oxG.1 N F- 90/0 ( REACTIONS. Ib/size) 2=788/0-5-8,8=855/Mechanical 2 Max Horz 2=289(LC 12) '' -y Max Uplift 2=-157(LC 12),8=-254(LC 12) 89200PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-845/125 BOT CHORD 2-9=-337/618,8-9=-339/612 0 74.WEBS 3-9=0/298,3-8=-797/441,5-8=-329/170 OREGON �!(y� NOTES- /® ' 14,e2P 14 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; � �R!�� Q) MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 8-7-10,Exterior(2)7-1-9 to 11-4-7 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 EXPIRES: 12/31/2017 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. 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. rRRILZ 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 ii, will fit between the bottom chord and any other members. a14 WASE fit. 8)A plate rating reduction of 20%has been applied for the green lumber members. 4et" ��O / <, (f 9)Refer to girder(s)for truss to truss connections. Q /: 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) b '' Q 2=157,8=254. , /,..c.; 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. ° / 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)88 lb down and 94 lb up at •A� 51398 �' 8-7-13,and 113 lb down and 133 lb up at 10-0-12,and 127 lb down and 131 lb up at 12-0-12 on top chord. The design/selection (:?4,,„�4G/STEg., ,,\1,44,' of such connection device(s)is the responsibility of others. ti LOAD CASE(S) Standard sSIONAL EAG April 10,2017 1Continued on nape 2 mit AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE r 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' AUT�k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPH 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060289 19529 C05 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:43 2017 Page 2 ID:Y11Vo3Md93ty?1 byEHb6AszT2s7-7ueU58H3EUIFRifDf634YKfp1 v3EL5NX7OvXBizSBHY LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-3=-74,3-4=-74,3-6=-74,7-10=-20 Concentrated Loads(Ib) Vert:15=-41 16=-73 18=89 4111/111110110 011111.• WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIME 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' A`Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M1. 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 r Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060290 19529 C06 Roof Special 1 1 Job Reference(optional) ) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:44 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-b5CsJUlh?og63sEPCgaJ4XBOWJNT4bwgMgf4j8zS8HX l -1-6-0 I 4-11-2 I 9-7-4 9-110-I10 12-11-8 1-6-0 4-11-2 4-8-3 0-3-5 3-0-14 4x8 \\ 1.5x4 II Scale=1:39.6 41 5 16 5 6 ��, � �REp P R pFFss <ccG' ANG N EFR /02y A111111111. a.00 112 89200PE �' 1.5x4 �� 14 0 3 "4 O 7 ,OREGON Ott/ /® qy 14,2-°N �4 2 Ant ... 1114 -EXPIRES: 12L11/2017 1wai s 8 7 3x8 = 3x4= 5x6= I 9-7-4 1 12-11-8 1 9-7-4 3-4-4 Plate Offsets(XX)– 12:0-8-0,0-1-21,14:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.13 9-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.40 9-12 >382 180 TCDL 7.0 Rep Stress lncr YES WB 0.58 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:74 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) 2=739/0-5-8,8=776/Mechanical Max Horz 2=322(LC 12) Max Uplift 2=-138(LC 12),8=261(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-755/118,3-4=-449/46 BOT CHORD 2-9=-296/594,8-9=-95/279 WEBS 3-9=-394/246,4-9=-42/411,4-8=-668/227 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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-9-1,Exterior(2)9-9-1 to 12-11-8 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 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. 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 14 2.RILL A, will fit between the bottom chord and any other members. q' 7)A plate rating reduction of 20%has been applied for the green lumber members. 4\9 �f j, 8)Refer to girder(s)for truss to truss connections. /Q <I 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) .--'4 �y 'i,7 �'- 2=138,8=261. i /[+ 'ore<' 10)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. _%. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)92 lb down and 86 lb up at /f' 9-9-1,and 79 lb down and 77 lb up at 10-0-12,and 128 lb down and 131 lb up at 12-0-12 on top chord. The design/selection of51398 such connection device(s)is the responsibility of others. �0� �4-'G75 j tY LOAD CASE(S) Standard -`510NALV"' April 10,2017 nntimled nn naoe 2 101 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek9 connectors.This design is based only upon parameters shown,and is for an individual building component,not imit 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/1P11 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060290 19529 CO6 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:44 2017 Page 2 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-b5CsJUlh?og63sEPCgaJ4XBOWJNT4bwgMgf4j8zS8HX LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-4=-74,4-6=-74,7-10=-20 Concentrated Loads(Ib) Vert:4=-51 15=-45 16=-90 I ® i A MIMS WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.70/03/2015 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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060291 19529 C07 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:45 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-3HmEWgJJm6yzhOpbmX6YdIkBGjjhpl ngaKOdFazS8HW 11-1-10 1 -1-6-0 I 411-2 I 9-7-4 9-1p-10 1 12-11-8 1-6-0 4-11-2 4-8-3 035 1-3-0 1-9-14 Scale=1:43.4 5 5x8 \\ 1.5x4 II 4 / 6 8.00 12 15 ��ED PRO FFs0 1.5x4 ��5 ANGiN�Fr9 /�2 3 ... $9200PE mac' 14 ,�OREGON x 2 �_� lid+ �� qY 14 2�1 + ►_' MFR R t l N- �P 1�, 10 9 8 3x8 = 3x4= 5x6 = EXPIRES: 12/31/2017 I 9-7-4 I 12-11-8 I 9-7-4 3-4-4 Plate Offsets(X,Y)- [2:0-8-0.0-1-21 LTCLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.13 10-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.40 10-13 >381 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:76 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) 2=741/0-5-8,9=812/Mechanical Max Horz 2=364(LC 12) Max Uplift 2=-113(LC 12),9=-277(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-755/72,3-4=-456/4 BOT CHORD 2-10=-299/592,9-10=-154/292 WEBS 3-10=-379/237,4-10=38/410,4-9=-698/369 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25f1;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 11-1-10,Exterior(2)9-9-1 to 12-11-8 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 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. 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 �$RRIL r will fit between the bottom chord and any other members. 8 7)A plate rating reduction of 20%has been applied for the green lumber members. N94 WAS `1" 8)Refer to girder(s)for truss to truss connections. -.O ��, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,4w /� �'/ ,,- �. d , 2=113,9=277. .4 .f.4_ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)97 lb down and 94 lb up at ,, i i 11-1-13,and 104 lb down and 104 lb up at 12-0-12 on top chord. The design/selection of such connection device(s)is the ,� 51398 '' ' responsibility of others. 0 4' -e, GISTO- . - LOAD CASE(S) Standard �sSIONALV' & Continued on nage 2 April 10,2017 A ..... WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MLL7473 rev.10/03/2015 BEFORE USE lin 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 buss 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 tuns systems,see ANSVTPII Quality Criteria,058-89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060291 19529 C07 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:46 2017 Page 2 ID:YIIVo3Md93ty?1byEHb6AszT2s7-XTKck9KyXP4g19OoKFdn9yHM063wYU1zp_BBo1zS8HV 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=-74,8-11=-20 Concentrated Loads(Ib) Vert:16=-51 17=-71 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1H7473 rev.10/031015 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 buss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060292 19529 C08 Roof Special 1 1 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:47 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-?gu?xVKaljChwJyty80iApXIWOAHyZ72etkKTzS8HU 11-1-10 12-11-8 1 -1-6-0 1 4-11-2 1 9-7-4 9-1p-to 112-3-2 1 1-6-0 4-11-2 4-8-3 0-3-5 1-1-8�-6 1-3-0 Scale=1:50.3 1.5x4 II 5 7 5x8 \\411(4 II x4 8' All .: M�RRiLL 12 11 10 3x8 = 3x4 = 3x6= EXPIRES: 12/31/2017 I 9-7-1 1 12-11-8 1 9-7.4 344 Plate Offsets(X,V)- 12:0-8-0.0-1-21 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.13 12-15 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.40 12-15 >382 180 TCDL 7.0 Rep Stress Ina- YES WB 0.52 Horz(CT) CT) 0.01 11 n/a n/a BCDL 10.0BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:80 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. (Iblsize) 2=718/0-5-8,11=709/Mechanical Max Horz 2=407(LC 12) Max Uplift 2=-84(LC 12),11=-298(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=-715/20,3-4=-412/0 BOT CHORD 2-12=-299/574,11-12=-104/253 WEBS 3-12=-377/235,4-12=37/411,4-11=-605/249 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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 12-4-10,Exterior(2)12-1-6 to 12-11-8 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 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. 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 1;2 RXrLj will fit between the bottom chord and any other members. r11 7)A plate rating reduction of 20%has been applied for the green lumber members. S5. 4 WASE /-1>, 8)Refer to girder(s)for truss to truss connections. O r. 0 (4, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) aj R. ,� 11=298. / ' , :'P 2r , 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum I_ r* •"'iii��' : .1 I' r sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r rr 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 lb down and 42 lb up at ,f; 51398 9 '� 12-1-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. ( �,S's �GJS +' LOAD CASE(S) Standard � . \t IflNA1:.,E `'. April 10,2017 nntimled nn nano 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6(11-7473 rev.10103/2015 BEFORE USE mit 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' 1 is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the IY� I Il 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII 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 City Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060292 19529 C08 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:47 2017 Page 2 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-?gu?xVKaljChwJy_ty80iApXIWOAHyZ72etkKTzSBHU LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:14=-74,4-5=-74,5-7=-134,6-9=-74,10-13=-20 Concentrated Loads(Ib) Vert:5=-61 a _EM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE 41147473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !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 ANSUrPII 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060293 19529 CHR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:47 2017 Page 1 ID:YllVo3Md93ty?1 byEHb6AszT2s7-?gu?xVKaljChwJy_ty80iApW3WUBH4f72etkKTzS8HU ' -2-9-14 6-11-15 7-}115 9-6-4 11-8-14 I 14-1-1 16-5-6 I 18-9-11 21-2-0 23-6-5 211-1 12 2-9-14 6-11-15 0-2-0 2-4-5 2-2-10 2-4-4 2-4-5 2-4-5 2-4-5 2-4-5 0-6-13 4.24 112 Scale=1:50.9 11 1 Iv 8 10 3x4% 9 , IIIIo 147 O 5 4 m 3x4% - CO 3x4% 3 3x4 3x4 3x4 13 '' 2 G `iI G 0 1 ►� I 6-11-15 I 24-1-2 6-11-15 17-1-3 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.01 2-3 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.02 2-3 >999 180 TCDL 7.0 Rep Stress Inc- YES WB 0.00 Horz(CT) -0.00 12 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:49 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 Rigid ceiling directly applied. REACTIONS. All bearings 0-1-12 except(t=length)12=Mechanical,2=0-8-5. (lb)- Max Horz 2=221(LC 10) '\((:C � 0 P R QFGC Ss Max Uplift All uplift 100 lb or less at joint(s)12,3,4,5,6,8,9,10,11 except2=-108(LC 10) Qt Max Gray All reactions 250 lb or less at joint(s)12,3,4,5,6,8,9,10,11 except 2=270(LC 1) ,IN ANG I N EFR /®7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. " -9 kr- 89200PE r' 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)-2-9-14 to 1-5-1,Exterior(2)1-5-1 to 24-0-6 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 7 OREGON £4, 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 L� 41 i,QC �d 3)Unbalanced snow loads have been considered for this design. 4 q- 1 4,2-c3\ Q, 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 MFR R I r' 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify EXPIRES: 12/31/2017 capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6,8,9,10,11. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,3,4,5,6,8,9, 10,11 except(jt=lb)2=108. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6,8,9,10,11. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%s'gypsum ,KRILL �q sheetrock be applied directly to the bottom chord. �'0 WAS `1--?!.,. 1,47 A ,p 51398 4:k- it',.,,� TER `" �s'"ONALV-v. April 10,2017 s - _ ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8(/1-7473 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 e' 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 ANSVfPII 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 19529 E01 Common Supported Gable 1 1 K3060294 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:49 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-x2?IMBMggKSP9d6N?NAUnbvwxKAyl_aPVyMrPLzSBHS -1-6-0 6-9-0 13-6-0 15-0-0 l 1-6-0 6-9-0 6-9-0 1-6-0 Scale:3/8"=1' 4x4= 7 6 8 8.00 12 9 5 � � Y d 10 4 r311r� 2 'Alli4 ■ A N A A A A 1 12 tri yi Y Y Y Y Y Y Y Y Y �� ct .. 1� 13'o 1 3x4= 22 21 20 19 18 17 16 15 14 3x4= I 13-6-0 l 13-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) [(deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.01 13 n/r 120 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) 0.01 13 n/r 120 TCDL 7.0 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:74 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 bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required •• • ' . be installed during truss erection,in acco.. . ii iNaec s Installation guide. s/I REACTIONS. All bearings 13-6-0. \`\ NGINE , �i� (Ib)- Max Horz 2=158(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,12,19,20,21,22,17,16,15,14 �� yl Max Gray All reactions 250 lb or less at joint(s)2,12,18,19,20,21,22,17,16,15,14 89200 P E 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; "9' OREGON 44/ MWFRS(envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-5-0,Exterior(2)1-5-0 to 6-9-0,Corner(3)6-9-0 to 9-9-0 zone; LJ '67� 20�� cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Q '14, Q, Lumber DOL=1.60 plate grip DOL=1.60 MER R 0- Qj 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/31/2017 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. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $KRILL 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 8 will fit between the bottom chord and any other members. "NS) v WAS `d' • 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)N/A /• �" O> �t51398 � � d�' �.GtsTER-- • � s'�IowAT,,-ACi April 10,2017 Mr / I MEM WARNING-Verify design parameters and READ NO7ES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MI/-7473 rev.10/03/2015 BEFORE USE. Ng Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSV7PI1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060295 19529 E02 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:50 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-PFZ7ZXNSbeaGnnhZZ4hjKoR2ykSXUQTZkb6OxozSBHR -1.6-0I 6-9-0 I 13-6-0 i 15-0-0 1-6-0 6-9-0 6-9-0 1-6-0 Scale:3/8"=1' 4x6 = 3 LI 8.00 12 14 15 13 16 2 4 Y Yob. i IRS ►/ s Io 1 OM 6 M/ 3x4 = 1.5x4 II 3x4 = I 6-9-0 I 13-6-0 I 6-9-0 6-9-0 Plate Offsets(X,Y)- [2:0-0-3,Edge],[4:0-0-3,Edge] TOL DING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.05 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.12 6-9 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight 51 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 SOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and re. ' vs F A be installed during truss erection,in a • • 1.4 I. "' li.-�viS Installation guide. ��5 if f l N F -,9 /0 REACTIONS. (lb/size) 2=746/0-5-8,4=746/0-5-8 2 Max Horz 2=-158(LC 10) Q� 89200PE 9� Max Uplift 2=-165(LC 12),4=-165(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-765/157,3-4=-765/157 BOT CHORD 2-6=-37/537,4-6=-37/537 WEBS 3-6=0/305 7 OREGON �� NOTES- /O -.I)' 1 4 •-O" 4 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; /1/P R I L� °)'.MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 6-9-0,Exterior(2)6-9-0 to 9-9-0 zone; RIO- 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 EXPIRES: 12J31/2017 3)This truss has been designed for greater of min roof live load of 16.0 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. $RWLL 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) a`.9 of WAS lrt ` 2=165,4=165. � r]Q 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum ifOR .+ ;'A,.- .e), '70-,Ifjy sheetrock be applied directly to the bottom chord. . `y ..• 4,o 4, 51398 ,q, crsTEit :(%'SIONAL��6\' April 10,2017 WARN/NG•V =M t erify • design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE MIF7473 rev.10/03/1015 BEFORE USE. Ng Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek.` is alwaysrequired for stabil and toprevent collapse withpersonalinjury property damage.For general guidance regarding the MiTek q stabilityps possible iri u and fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Mil Quality Criteria,DSB49 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060296 19529 F01 GABLE 1 1 Job Reference(optional) j Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:51 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-uR7VntN4Myi7PxG16oCys0_Ev7pW DtwizFryTEzSBHQ -1-6-0I 7-2-12 I 14-5-8 15-11-8 1-6-0 7-2-12 7-2-12 i 1-6-0 Scale=1:29.5 4x8 H 3x6% 3 3x6 6.00 123x6 3x6 • 28 � Y 1444 29 , 0 • 3x6 i r ` 444, 3x6 27 �111 � � � 30 2 4 co y- �� Y Y Y Y Y o" 1 t 5 IY 0 6 4x8 = 4x8 = i 7-2-12 14-5-8 7-2-12 i 7-2-12 Plate Offsets(X.Y)- 12:0-4-0,0-2-1],[4:0-4-0,0-2-1] TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.03 6-25 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.08 6-25 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:85 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 re. ' s r OTHERS 2X4 DF Std G be installed during truss erection,in a .. .,vee yo rrl Installation guide. ��5 t4G I N FSR /® REACTIONS. (Ib/size) 2=786/0-5-8,4=786/0-5-8 Max Horz 2=81(LC 14) CV Max Uplift 2=-183(LC 14),4=-183(LC 15) Q 89200PE 91' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-879/198,3-4=879/197 BOT CHORD 2-6=-86/656,4-6=-86/656 WEBS 3-6=0/272 y OREGON `Ix fit, NOTES- iQ -9 Y 1 4,2.°\ 'E" 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; A- �P MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-2-12,Exterior(2)7-2-12 to 10-2-12 MER R I I- 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 EXPIRES: 17/31/2017 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)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. $1 Lr �, 6)All plates are 1.5x4 MT20 unless otherwise indicated. q 7)Gable studs spaced at 1-4-0 oc. 19 WASP `f 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O �(.1 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 /� '/!a�•. .Q 74 ,. , will fit between the bottom chord and any other members. ,O C",..41...,,/ .. 10)A plate rating reduction of 20%has been applied for the green lumber members. -- . 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) , `7 2=183,4=183. , � 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/o gypsum +f+ $1398 4,sheetrock be applied directly to the bottom chord. p� �IS7 ��4 � Ss, ZONAL E' April 10,2017 1' , mit ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI!-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 tY�A A'Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB49 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060297 19529 F02 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:52 2017 Page 1 1D:YIIVo3Md93ty?1 byEHb6AszT2s7-Mdhu_DOi6Fgz04rygVkBPDWKgX7PyJrsBvbV?gzS8HP I -1-6-0 i 7-2-12 I 14-5-8 i 15-11-8 1-6-0 7-2-12 7-2-12 1-6-0 Scale=1:28.0 4x6 = 3 6.00 fiT 14 15 13 16 2 _ 4 r: ' . co 1 5Io 1 0 In_ 6 - 4x4 = 1.5x4 II 4x4= I 7-2-12 I 14-5-8 I 7-2-12 7-2-12 Plate Offsets(X,Y)- 12:0-1-12,Edgej,[4:0-1-12,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.09 6-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.19 6-12 >908 180 TCDL 7.0 Rep Stress her YES WB 0.13 Horz(CT) 0.02 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:51 lb FT=20% BCDL 10.0 g 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 and re. ' be installed during truss erection,in a .•to 'I. li lFs REACTIONS. (lb/size) 2=791/0-5-8,4=791/05-8 Installation guide. ��G I N FFR <S,i'2 Max Horz 2=85(LC 14) -9 Max Uplift 2=-179(LC 14),4=-179(LC 15) 89200 P E r' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-961/215,3-4=-961/215 BOT CHORD 2-6=-81!771,4-6=-81/771 WEBS 36=0!324 17/ OREGON\� �4/ xi NOTES- ' 14,20 44 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; /LSF MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-2-12,Exterior(2)7-2-12 to 10-2-12 R R 11L 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 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 $RRILj will fit between the bottom chord and any other members. 8 7)A plate rating reduction of 20%has been applied for the green lumber members. 4"14C) 0v WASE `il 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) - ""Va 2=179,4=179. ,, 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y:"gypsum .' 4/* sheetrock be applied directly to the bottom chord. •- ) , i �/ 4, 51398 9 4,,, Ofi GISTO �4 �ssloNAL �� April 10,2017 1 mit ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/L7473 rev.10/0320f5 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' A'TQk° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the t R 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 front Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060298 19529 F03 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:52 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-Mdhu_DOi6Fgz04rygVkBPDWKOX7hyKzsBvbV?gzS8HP I -1-6-0 I 7-2-12 I 13-11-8 1-6-0 7-2-12 6-8-12 Scale=1:26.8 4x6 = 3 IIIIIIII4 6.00 12 14 13 15 16 12 4 c- 2 1 100' 5 4x4 = 1.5x4 II 4x6 II I 7-2-12 I 13-11-8 I 7-2-12 6-8-12 Plate Offsets(X,Y)— [2:0-1-8,Edge],14:0-0-2,0-0-4],14:0-0-4,0-5-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.09 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.20 5-8 >841 180 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:48 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 -. e r•• WEDGE be installed during truss erection,in a e cl� i. it-rEs Right:2x4 DF Std-G Installation guide. Co\ k.AG[N FF �` '.5 REACTIONS. (lb/size) 2=773/0-5-8,4=650/Mechanical 44., -f7 Max Horz 2=105(LC 14) 89200 P E t' Max Uplift 2=-178(LC 14),4=-124(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-910/217,3-4=-901/236 C3OREGON lv� BOT CHORD 2-5=-118/724,4-5=-118/724 -7G/ WEBS 3-5=0/304 O 47..0), �A_ �}' 1 4 2N,\tx A. NOTES- M� 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; R R 1 k- MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-2-12,Exterior(2)7-2-12 to 10-2-12 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 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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 vV,RRI'-L a will fit between the bottom chord and any other members. �1� WASj `i) 7)A plate rating reduction of 20%has been applied for the green lumber members. I, tt 8)Refer to girder(s)for truss to truss connections. `� �o �' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 0,4/174. D .r2=178,4=124. � Lf+ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum ..TI sheetrock be applied directlyto the bottom chord. i44,-,r PP Ado 4, 51398 www A OrsTEV- -- �' ONAL'�G April 10,2017 4111111111111111111111.111.01111111111111111111111111111111111110 r... ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 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 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 ahaays 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060299 19529 FG CALIFORNIA GIRDER 1 q J Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:53 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-ggFGCZPLtZyqeEQ8EDFQyR3V0xJyhjO?QZK2Y7zS8HO I 1-3-5 1-10.3 5-8-8 i 7-9-0 I 9-9-8 i 13-7-13 4-2-11 15-6-0 i 17-0-0 1-3-5 14 3-10-5 2-0-8 2-0-8 3-10-5 6-14 1-3-5 1-6-0 Scale=1:29.2 5x8 M18SHS= 8.00 12 5x8 M18SHS= 2 3 4 1 , I ` n 5 i n `�. Io 6 o .4111, 9 8 146 6 10x20= 5x8 M18SHS= 5x8 M18SHS= 5x8 M18SHS= 4x8 i 12x20 = 5x8 M18SHS = 10x20 = 4x8 i 1-3-5 )-10-3 5-8-8 i 7-9-0 I 9-9-8 j 13-7-13 14-2-11 15-6-0 1-3-5 0-0-14 3-10-5 2-0-8 2-0-8 3-10-5 0-6-14 1-3-5 Plate Offsets(X,Y)-- 11:0-3-1,0-1-111,[2:0-4-0,0-1-91(3:0-2-12.0-0-0J,[4:0-4-0.0-1-91[5:0-3-1,0-1-111[7:0-10-0,0-3-121[8:0-9-12.0-3-8],[8:0-2-12.0-0-01[9:0-10-0,0-3-121 LOADING (Ps30.0 SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.24 8-9 >782 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -0.51 8-9 >367 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.37 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MS Weight:318 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 2-4:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2X6 DF 2400F 2.0E G*Except* 1-5:2X8 DF No.2 G ckEQ P R OFF WEBS 2X6 DF No.2 G*Except* �c IG[N ESS io 2-9.4-7:2X4 DF Std 0 REACTIONS. (lb/size) 1=5971/0-5-8,5=3655/0-5-8 tw. 89200PE r Max Horz 1=-146(LC 13) � Max Uplift 1=-1510(LC 5),5=-898(LC 4) Max Gray 1=6188(LC 19),5=3655(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0 A'OREGON �4(7� TOP CHORD 1-2=-12572/3172,4-5=-12601/3183,2-3=-12599/3173,3-4=12598/3173 4,, BOT CHORD 1-9=-2742/10751,8-9=-3167/12657,7-8=-3167/12657,5-7=-2748/10938 /� 19 y 1 4 24 ± WEBS 2-9=-1738/7170,4-7=-1748/7175,3-8=-265/268 14 R) NOTES- V'�R R I L`k 1)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 0-9-0 oc. EXPIRES: 12/31/2017 Bottom chords connected as follows:2x8-2 rows staggered at 0-5-0 oc,2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;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 .0.1i,RRILL, 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 J1 O�WASiiYj� 5)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 / ,, h non-concurrent with other live loads. G 6)Provide adequate drainage to prevent water ponding. • VP', 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. r 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 obi 51398 ,� will fit between the bottom chord and any other members. Os. � �FOr w ) 10)A plate ratingreduction of 20%has been applied forSTE pp the green lumber members. %,. 1S1 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) SSI�NA�E��, 1=1510,5=898. 12)Girder carries tie-in span(s):33-6-0 from 0-0-0 to 9-5-4 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1173 lb down and 305 lb up at April 10,2017 Conti on better®chord The desinn/eelectinn of such cnnnecfinn devicP(a)is the reenonsibility of others r ®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 M'Tek` 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 ANSUTPI1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060299 19529 FG CALIFORNIA GIRDER 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:54 2017 Page 2 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-IOpePuQzet4hGO?KowmfUecgILeBQAg9fD4c4ZzS8HN LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-74,4-6=-74,1-14=-749(F=-729),5-14=-20,2-4=-74 Concentrated Loads(lb) Vert:14=-1173(F) ik WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,MB-89 and BCSI Building Component 250 Krug 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060300 19529 FHR CORNER RAFTER 2 1 Job Reference(optionall 1 Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:54 2017 Page 1 ID:YINo3Md93ty?1 byEHb6AszT2s7-10pePuQzet4hGO?KowmfUeclhLtgQFO9fD4c4ZzS8HN -2-1-7I 2-6-5 2-1-7 2-6-5 354% Scale=1:13.0 3 Ixr5.66 123x4% 4 011111, xr ' to 2 =' " Sr O 6 1 I 2-6-5 I 2-6-5 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 2 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) 0.00 2-3 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BOLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:11 lb FT=20% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-7/0-2-2,2=178/0-6-15 Max Horz 2=42(LC 10) EQ PROF Max Uplift 3=-7(LC 1),2=-77(LC 10) ,`�Q+ Fs Max Gray 3=14(LC 6),2=181(LC 16) �\AG1NEE. s/c) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,C -9 1 '� 89200PE c 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 fl Ct 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 -?- ,A-OREGON 4,,/ 3)Unbalanced snow loads have been considered for this design. L- "t, +fit` "C 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 <Q 'q3/ 14 '1C) P4 will fit between the bottom chord and any other members. iiiii R I L\ VP - 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 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. EXPIRES: 12/31/2017 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 0>ERRILL 8 4.0 oo WAS7t� iiir A� 4, 51398 w� qk 4crsmiltiQ w SSJoNAL V' April 10,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 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 n. 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT ' K3060301 19529 JA01 Jack-Partial Girder 1 1 Job Reference(optional) 1 Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:55 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-mCNOdERbPACYuYa WLeHu 1 s8tZ16R9ielttp9c?zS8HM -1-6.0 1-1-15 I 1-11-11 I 4-9-12 I 8-0-0 1-6-0 1-1-15 0-9-13 2-10-0 3-2-4 Scale=1:17.6 3 - 1 8.00 112 2440 - - - - - 1r4 ... 6 8 9 10 4 JUS24 JUS24 JUS24 t 3x8 f I 1-10-15 1-111 1 8-0-0 I 1-10-15 042 6-0-5 Plate Offsets(X,Y)- [2:0-2-0,0.1-8] TOADING (Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP CLL(Roof Snow=30.0) Plate Grip 001 1.15 TC 0.37 Vert(LL) 0.12 4-7 >811 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.30 4-7 >323 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 Matrix-MP Weight:17 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 bracing. MiTek recommends that Stabilizers and re. y.s,�i�r...- F be installed during truss erection,in a . I(n�r Gi7-rFss Installation guide. INF / REACTIONS. (lb/size) 3=186/Mechanical,2=226/0-5-8,4=152/Mechanical C �� F� �� Max Horz 2=95(LC 24) 4r Max Uplift 3=-56(LC 8),2=-83(LC 24),4=-45(LC 5) Q 89200PE 9r Max Gray 3=204(LC 30),2=231(LC 16),4=157(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- OREGON �„.CC"'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; / 2l" N� '` MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate d ' 14,2- P� M grip DOL=1.60 ,f �, 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ER R I 3)This truss has been designed for greater of min roof live load of 16.0 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. EXPIRES: 12/31/?017 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. , LL 9)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 8 left end to 6-0-12 to connect truss(es)to back face of bottom chord. a19 �v WA$N `-t J, 10)Fill all nail holes where hanger is in contact with lumber. { 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 119,��+/��-' cT �+OStandard Ai /" `v� O- LOAD CASES r3 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) ,-6 Vert:1-3=-74,4-5=-20 d11 51398 CVS Concentrated Loads(Ib) 0.X\ �FGIST ?- Vert:8=5(B)9=-35(B)10=-124(B) 1 SIONALVC� April 10,2017 mit ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 9111-7473 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' A'Tek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrPIl 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060302 19529 JA02 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:56 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-EPxOgaRDAULPVi8jvLo7Z3h3i8U0u9uR6XZj8RzS8HL -1-6-0 I 2-1-15 3-11-11 I 8-0-0 1-6-0 2-1-15 1-9-13 4-0-5 Scale=1:20.0 3 ,, 8.001Z Y 0 d, 9 8 2 , f • 1PIIIIIM �/ 4 4x4=- I 3-10-15 3-10r11 8-0-0 3-10-15 0.0_12 4-0-5 Plate Offsets(X,Y)- 12:0-0-3,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.10 4-7 >938 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.31 4-7 >305 180 TCDL 7.0 Rep Stress'nor YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS BCDL 10.0 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 and re• '-• i�•s l♦�+��:4 r be installed during truss erection,in a «•kt>e� i• �s1;fli SSS Installation guide. REACTIONS. (lb/size) 3=147/Mechanical,2=345/0-5-8,4=68/Mechanical V`5 ��Gl F-R -2; Max Horz 2=155(LC 12) �✓,O Max Uplift 3=-73(LC 12),2=-54(LC 12) 89200PE �(' Max Gray 3=152(LC 20),2=345(LC 1),4=129(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- '7 AA__OREGON �� 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; G "� •\ ` 1� MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-10-15 zone;cantilever left and right �� '�y 14 2® P 1 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Qi grip DOL=1.60 M�cR RIO- 2) IO- 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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. .0 RRILL 6 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ,1� WASE sheetrock be applied directly to the bottom chord. O WAN,. 14"„)., r '�;t.,. G' c.76 n -44 4 Or ,-..1.,p 4. 51398 O c� QA 4.,.‘51398 S`S''ONAL� �1 April 10,2017 A 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 1� 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 BCM 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060303 19529 JA03 Jack-Partial 1 1 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:04:56 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-EPxOgaRDAULPVi8jvLo7Z3h1 r8UTu9uR6XZj8RZS8HL -1-6-0 3-1-15 ( 5-11-11 8-0-0 1-6-0 3-1-15 2-9-13 2-0-5 Scale=1:28.6 3 8.00112 �, �%O P R Ope w,� ss � .,‘GIN NEER /02� Q 89200PE `' 8 © OREGON �� j1 2 24-1..4, �c ,� 824. 4 `9 Y 1r-4,2d�P'} 1 ►, 4 MFR R 1 1-\- 4x4 = EXPIRES: 120112017 5-10-15 5-111-11 8-0-0 I 5-10-15 0-9-12 2-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.11 4-7 >843 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.37 4-7 >257 180 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-AS Weight:23 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. (Ib/size) 3=202/Mechanical,2=424/0-5-8,4=82/Mechanical Max Harz 2=215(LC 12) Max Uplift 3=132(LC 12),2=-60(LC 12) Max Gray 3=209(LC 20),2=424(LC 1),4=135(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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 except(It=lb) 0kRiLL, i 3=132. q 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y:"gypsum S.) O. WA Sg `t> sheetrock be applied directly to the bottom chord. op" �� 16 C� e'' / - AS4'a 4, 51398 zwt .' GISTs sSIONALV G1- April 10,2017 i wilt ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 9111.7473 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 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 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I 19529 JAO4 Jadc-Partial 1 1 1(3060304 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:57 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-ibUnlwSrxoTG7sjvT2JM6HE8gYoSdb7bLBlGhuzS8HK -1-6-0I 4-0-11 i 7-11-11 8 1-6-0 4-0-11 3-11-0 0-0-5 Scale=1:33.3 3 8.00 ,2 �� p P R o�Fss 9 ,Ig �NGINEFR , a< 89200PE t 9r 6 2Mil 7 OREGON N. 1" Cr 1 '0 Y 14,2��p`� 1 ►. FR RIO- 4 4x4 = EXPIRES: 12/31/2017 l 7-11-11 7-11-11 0-0.5 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.18 4-7 >540 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.46 4-7 >206 180 TCDL 7.0 Rep Stress[nor YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:27 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=260/Mechanical,2=494/0-5-8,4=101/Mechanical Max Horz 2=275(LC 12) Max Uplift 3=-184(LC 12),2=-68(LC 12) Max Gray 3=269(LC 20),2=494(LC 1),4=141(LC 3) FORCES. (lb)-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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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) � RRILL $ 3=184. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum a1'C F WAShr `?-tom sheetrock be applied directly to the bottom chord. OG vti1 k 51398 , sdA � � GISTE� Vq -^VONAL V,` April 10,2017 ®WARNING-V ! Verily design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE Ml1.7473 rev.10032015 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,notNut a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r y' I IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSIII-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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060305 19529 JA05 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:57 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-ibUn1wSrxoTG7sjvT2JM6HE8LYoCdb7bLBIGhuzS8HK -1-6-0 4-0-11I 8-0-0 i 9-11-11 1-6-0 4-0-11 3-11-5 1-11-11 Scale=1:39.9 4 O 3 8.00 12 10 g c4 r m 9 rt 2 5 4x4= 8-0-0 I 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) tfdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) 0.19 5-8 >513 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.47 5-8 >201 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight 30 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. MiTek recommends that Stabilizers and required •• -- • be installed during truss erection,in acco` �a r iiizeF Installation guide. Cv REACTIONS. All bearings Mechanical except(t=length)2=0-5-8,3=0-1-8. �GJ �NG l N E�� /O (Ib)- Max Horz 2=335(LC 12) Max Uplift All uplift 100lb or less at joint(s)4,2 except 3=-240(LC 12) t4 �9 Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=499(LC 1),3=345(LC 20) 89200 P E FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- Q Cr 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; -j7G OREGON D• „,„4,0MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-10-15 zone;cantilever left and right 1)' 20� -� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 0 AI 14, 2)TCLL:grip D 7 ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 MFS 3)This truss has been designed for greater of min roof live load of 16.0 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. EXPIRES: 17/31/2017 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)3. 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) ER.RIZL 1t?q 3=240. ��S> Q WASE 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. iG Cf'� 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'I?gypsum j• F. �0 • sheetrock be applied directly to the bottom chord. ,I fisc-� or 51398 a c , ��c£STER �SI4NAL �6\ April 10,2017 MOM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mii-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060306 19529 JA06 Jack-Partial 1 1 Job Reference(optional) I I Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:58 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-An29FGTTi5b71?I51 mgbfUmJ5y8RM2Nkar2pDKzS8HJ i -1-6-0 4-0-11 I 8-0-0 I 11-11-11 1-6-0 4-0-11 3-11-5 3-11-11 Scale=1:46.6 5 Ia' a 4 8.00 12 113 72 cv O co i.- 10 10 2 ►C14 rdMMMMMMMNMMMMMMMMMMMMMr 1 6 4x4 = 8-0-0 8-0-0 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) 0.19 6-9 >510 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.47 6-9 >201 180 TCDL 7.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight 33 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 .- - •:•,.! installeduideg truss erection,in a 5� Etti INxgc�sS Installation guide. V/! REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. GIN kV e2 - Max Horz 2=394(LC 12) C? 'AGN Fro O Max Uplift All uplift 100 lb or less at joint(s)5 except 3=242(LC 12),4=-108(LC 12) �G/ 2y Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=499(LC 1),3=348(LC 20) �' 89200 P E r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-278/253 NOTES- -$7 4/OREGON A4.1 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; L` '"/,9Y O,�D� l'` MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 11-10-15 zone;cantilever left and right Q 1 4, 4 �Q'r exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate tiJ grip DOL=1.60 R 1,-,' 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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)3,4. 1`� ' Q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=1b) `� �.WAS `-t J, 3=242,4=108.platI�. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. / yj`•r_7 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y:"gypsum i ,r i::) sheetrock be applied directly to the bottom chord. ..... 4 , •0::i 4k-•4, 513984 44,4, Off, G.ISTVAtv + • .S' • t,' SIONAL April 10,2017 I r ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall +` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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,DSIII-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060307 I 19529 JA07 Jack-Partial 4 1 i Job Reference(optional) j Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:04:59 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-fzcXScU5TPj_M9tlaTMgB)JUrMUg5VduoVnNlmzSBHI I-1-6-0 i 4-0-11 8-0-0 i 13-5-4 i 1-6-0 4-0-11 3-11-5 5-5-4 6 Scale=1:51.4 5 d 4 12 8.00 112- 3 m m M rt 11 Vj 2 0 1 Flmmmommommommimm ►a 7 4x4 = i 8-0-0 I 8-0-0 TCLLOADING (Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP (Roof Snow 30.0) Plate Grip DOL 1.15 TC 0.67 Vert(LL) 0.19 7-10 >508 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.47 7-10 >201 180 BOLL 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-AS 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. MiTek recommends that Stabilizers and required • ••- be installed during truss erection,in accord TIT it3etc s Installation guide. TIT REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,7=Mechanical. ,\C0 0NGI N -z- sA- (Ib)- Max Horz 2=434(LC 12) 2 Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-242(LC 12),5u 148(LC 12) Max Gray All reactions 250 lb or less at joint(s)7,4,5 except 2=499(LC 1),3=348(LC 20) 4•C"- 89 2 QO fit' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-331/285 NOTES- OREGON 40 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; G� "�QY Q'01)` 'S. MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-5-4 zone;cantilever left and right D 14,2 1.'4 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate R R `\•" 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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. LL 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) ,1� WAS 3=242,5=148. p T� 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. /a _ CTO 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum -i. Irl,'`'. -- • sheetrock be applied directly to the bottom chord. %Or/ A•O .4, 51398, �q� F LISTER ' 4's'TONALE-As April 10,2017 MOM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1•7473 rev.10/032015 BEFORE USE far 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 A'Tek' is always required for stability and to prevent collapse with pnscible personal injury and property damage. For general guidance regarding the BVI I R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPN 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060308 19529 JA08 Jack-Partial 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:00 2017 Page 1 1-6-0 4-0 11 ID:YIIVod93ty?1byEHb6AT2s7-7AAvgyUkEjrr_JSU8Bt3kvsgVmciNgyt119XwHDzS8HH s 1-6-0 4-0-11 3-11-5 1-8-4 4 Scale=1:39.0 77-111 ro 0 r ro V Y Z O 1 4x4= 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) 0.17 5-8 >556 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.44 Vert CT -0.45 5-8 >211 180 BCLTCDL L 0.0 *7.0 Rep Stress InaYES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 Matrix-AS 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. MiTek recommends that Stabilizers and required r" ••- '14 be installed during truss erection,in accorr.- - Y ppiliaec Installation guide. F REACTIONS. (lb/size) 2=487/0-5-8,5=100/Mechanical,3=400/0-1-8 �\�_\ NGiNE� `rcSj� Max Hors 2=321(LC 12) R Max Uplift 2=-32(LC 12),3=-274(LC 12) Gr✓ Max Gray 2=487(LC 1),5=141(LC 3),3=401(LC 20) �' 89200PE -P-___ Max 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; 7 Cr OREGON to MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-8-4 zone;cantilever left and right 4- 4-1p` �L, exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.0 plate <® '9)' 14,2°�PT' 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 �R1:110 3)This truss has been designed for greater of min roof live load 0(16,0 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. EXPIRES: 12/31/2017 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)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=Ib) 1,40tRILL j 3=274. 4.4> O�WAS,,; `1> 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. W 11)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. „ �, 7 ,,� 51398o� �c�sTEgSSIONALE IT v".i April 10,2017 11111.1111 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev.10/030015 BEFORE USE. fa 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT i 1(3060309 l 19529 JA09 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:00 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-7AAvgyUkEjrr_JSU8Bt3kvsglmgVgyt119XwHDzS8HH -1-6-0 1 4-0-11 i 8-0-0 I 9-10-15 i 1-6-0 4-0-11 3-11-5 1-10-15 4 Scale=1:39.7 3 ,�+� jus 0 8.00�12 10 N I It 9 2 s 1 �t 5 4x4 = 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.17 5-8 >569 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.44 5-8 >214 180 TCDL 7.0 Rep Stress[nor YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 * Code IBC20151TP12014 Matrix-AS Weight:30 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. MiTek recommends that Stabilizers and required •" be installed during truss erection,in accor.- eeAti�es Installation guide. s REACTIONS. (lb/size) 2=483/0-5-8,5=99/Mechanical,3=421/0-1-8 \C ' �C j N�YJ � WO Max Holz 2=327(LC 12) < 9 2 Max Uplift 2=-26(LC 12),3=-287(LC 12) kr Max Gray 2=483(LC 1),5=141(LC 3),3=421(LC 1) �- $9200PE ��' 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; pGe�OREGON ..c, MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-10-15 zone;cantilever left and right / "'�Q y Q�� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate d 14, P4 grip DOL=1.60 ,f I 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �R R L 3)This truss has been designed for greater of min roof live load of 16.0 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. EXPIRES: 12/31/2017 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)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) .0V.,RRI�L 8.q, 3=287. 1� WAS `'t" 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. a6vr �+t 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%,gypsum /• j� �.'." sheetrock be applied directly to the bottom chord. - Y" /7S;rk O 'a -47 rd8 •51398 , q . Off, GISTERti '' cSSIONAL _ \4 April 10,2017 1 ®WARNING-Verify design parameters and READ NOTES ON TIPS AND INCLUDED MITEK REFERENCE PAGE MII-T473 rev.10/032015 BEFORE USE N Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing k MlTe ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI7 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cirde 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT i K3060310 19529 JA10 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:01 2017 Page 1 ID:YINo3Md93ty?1 byEHb6AszT2s7-bM kHtI VM?OzicT1 giuOlG7OgK998ZP7BGpGUgfzSBHG -1-6.0I 4-0-11 I 8-0-0 l 11-10-15 1-6-0 4-0-11 3-11-5 3-10-15 Scale=1:46.4 5 4 m I 8.00 12 11 a3 N tab A 10 2 0 1/11IMMOMMIIMMENNOMMINEMEMMEMI IM 6 4x4 = 1 8-0-0 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 0.67 Vert(LL) 0.19 6-9 >511 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.47 6-9 >201 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:33 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. MiTek recommends that Stabilizers and required be installed during truss erection,in acro��aw' ibes�ss Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,6=Mechanical. Co !.�`G,I NE / (lb)- Max Horz 2=386(LC 12) �� i`v �� 0� Max Uplift All uplift 100 lb or less at joint(s)except 3=-198(LC 12),4=189(LC 12) -y Max Gray All reactions 250 lb or less at joint(s)6 except 2=499(LC 1),3=283(LC 20),4=283(LC 1) C' 89200 P E 1- FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-293/240 0 Cr NOTES- 7A,T_�OREGON 14/ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed; C- "�! 1b` MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 11-10-15 zone;cantilever left and right ✓0 y 14,20 4 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 4./ R e. grip DOL=1.60 V/ �R 1 L`- 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPI RES: 12/31/2017 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)3,4. RRILL 73 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 198 lb uplift at joint 3 and 189 lb uplift at 419 WASg 1-1 0joint 4. 'O _ �� 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ..e:11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum F iii•-•'„ sheetrock be applied directly to the bottom chord. ` olr `'10 4, 51398, �,`� . G/STf, ' 4- �SS7ONAL„A � April 10,2017 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.1010312015 BEFORE USE pill 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'Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r rt �-i fabrication,storage,delivery,erection and bracing of busses 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060311 19529 JA11 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:02 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-3Ylf5eW mK5ZDdctGcvXpKx7nZXmisNKUT01M5zS8HF -1-6-0l 2-4-0 I 3-11-11 I 6-0-0 1-6-0 2-4-0 1-7-11 2-0-5 Scale=1:20.2 4 3x4 II 8.00 ,2 9 3 � c D D OpC�IP! ' •,‘G I NE,t.. s 44../A NIIIIIIIQ 89200PE c I nr 2 x4 = I o 12 = ON M 't� 4'REGON " 1 ,,, 18r /®.5x4 I G /_ '1 ��°� 3x4 = y -R R 11-\- EXPIRES: 12/31/2017 I 2-4-0 2-15-18 3-10-15 3-11x11 6-0-0 I 2-4-0 0-1-8 1-5-7 0-0-12 2-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 5-6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.06 5-6 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:19 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*Except* BOT CHORD Rigid ceiling directly applied. 3-8:2X4 OF 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=139/Mechanical,2=335/0-5-8,5=51/Mechanical Max Horz 2=155(LC 12) Max Uplift 4=-61(LC 12),2=-64(LC 12) Max Gray 4e144(LC 20),2=335(LC 1),5=80(LC 3) FORCES. (lb)-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=111 mph;TCOL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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 61 lb uplift at joint 4 and 64 lb uplift at 0 RRI!Z 8 joint 2. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum ti9WAS 14- sheetrock be applied directly to the bottom chord. OF x %.;:_ coo `� �p � .L yds ,„51398.„0 ,4r,, SSIONALE''-Csti April 10,2017 0 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iT lak" 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 ANSUTPI,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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060312 19529 JA12 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:02 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-3YIf5eW_mK5ZDdctGcvXpKx5AZVulsNKUT01 M5zS8HF -1-6-0I 2-4-0 i 5-11-11 6-Q'� 1-6-0 2-4-0 3-7-11 0-0-5 Scale=1:27.0 4 8.00 ii 12 �f`'' -D P R Q�-L��s 3x4 I rte �,l`1G'l RI ESR �2 3 Q 89200PE �� APi, 12 ti4 a C3-19. Q 2 I/ ,xs = I� L OREGON <C/ ►/ 7 �O 'r 14,24 P} 1 �� 8 3x4= 15x4 I I '�R �� EXPIRES: 12/31/2017 I 2-4-0 2. 8 5-11-11 61-0 2-4-0 0-1-8 3-6-3 0-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.07 5-6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 VertCT -0.15 5-6 >489 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a BOLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:22 lb FT=20% BCDL 10.0 9 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*Except* BOT CHORD Rigid ceiling directly applied. 3-8:2X4 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=169/Mechanical,2=407/0-5-8,5=97/Mechanical Max Horz 2=215(LC 12) Max Uplift 4=-110(LC 12),2=-63(LC 12),5=-12(LC 12) Max Gray 4=175(LC 20),2=407(LC 1),5=104(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-323/0 BOT CHORD 2-8=-125/290 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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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. $BRILL & 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 4,63 lb uplift at joint 4'ti" O�WASri1. 1>, 2 and 12 lb uplift at joint 5. ` Ct''9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'W gypsum -a AT sheetrock be applied directly to the bottom chord. ' ./ ', e O E-, ., i"l '`'p ,p 51398 w� `"4, •ctSTE�° k IONAL V' April 10,2017 t tat ®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' k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the t V I c�it fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPt1 Quality Criteria,05049 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060313 19529 JA13 Monopitch 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:03 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT257-Xls2lzXcXeDQmB3pJQmLYUHTzrt1JcTj7lauXzS8HE -1-6-0I 2-4-0 6-0-0 { 7-8-4 1-6-0 2-4-0 3-8-0 1-8-4 Scale=1:32.7 5 4 a.00 ,2 14 ��EO P R QFeS'd' in2 3x4II mi cc 89200PE ��- 3 13 �; 2 mu �n� ' 4OREGON�� x,./.0r T ..„, x8 M18SHS= _c:: .,,./0 4 Y 14,2.0 A+ 1 M 9 8 MFRR 1\-k"' `_ 3x4 = 1.5x4 Il EXPIRES: 12/31/2017 I 2-4-0 2-518 6-0-0 I 2-4-0 0-i-8 3-6-8 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 0.24 Vert(LL) 0.06 6-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.13 6-7 >530 180 M18SHS 220/195 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 Matrix-AS Weight:25 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*Except* BOT CHORD Rigid ceiling directly applied. 3-9:2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=395/0-5-8,6=91/Mechanical,4=319/0-1-8 Max Horz 2=261(LC 12) Max Uplift 2=-25(LC 12),6=8(LC 12),4=-207(LC 12) Max Gray 2=395(LC 1),6=103(LC 3),4=319(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-302/0 BOT CHORD 2-9=-101/309 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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-8-4 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. oRRII j 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. ,41.5) WAShr �) 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. • 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 2,8 lb uplift at joint 6 ,- SK� ��a� and 207 lb uplift at joint 4, r ��++ '4 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. i 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. �r ', +�O ��51398 �� fi GI-ctSTER sSIONAL V'- April 10,2017 it • ith ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/F7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing tY�It IIjTpk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVfP11 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 1 K3060314 19529 JA14 Monopitch 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:04 2017 Page 1 ID:YINo3Md93tv?t byEHb6AszT2s7-?xPQWJXEIxLHTwmFNOx?uIOSFNB_mmsdynVBQ_zSBHD -1-6-0 2-4-0I 6-0-0 7-11-11 1-6-0 2-4-0 3-8-0 1-11-11 Scale=1:34.3 5 i 4 8.00 112 14 -' ��Ep PROFFss :i I ��5 �NGINEF'v i0 M 2 x411 2 �� 89200PE 9r 3 13 CC T 2 �III n• - - ^ -7 4OREGON�ts , i1 l;/-J•x8 M18SHS- �c /0 4/)- 14,2p -A" v o , ii 9 8 MF'R R 1 t_\- 3x4= 1.5x4 II EXPIRES: 12/31/2017 -4-, . LI 2-4-0 0-1-8 3-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.06 6-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.13 6-7 >561 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:26 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*Except* BOT CHORD Rigid ceiling directly applied. 3-9:2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=389/0-5-8,6=86/Mechanical,4=350/0-1-8 Max Holz 2=268(LC 12) Max Uplift 2=-16(LC 12),6=-6(LC 12),4=-227(LC 12) Max Gray 2=389(LC 1),6=102(LC 3),4=350(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-299/0 BOT CHORD 2-9=-95/313 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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-11-11 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 II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. _�``�� L� 7)A plate rating reduction of 20%has been applied for the green lumber members. T+� 8 8)Refer to girder(s)for truss to truss connections. t� WAS 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. J fa �. Ott 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 2,6 lb uplift at joint 6 4 I .f,��')6 and 227 lb uplift at joint 4. L. ,�'_ - .y, 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. r� r A- t.., 4, 51398 � ,n GtSTER � SSIONAL V.,- April 10,2017 • mil-, 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 ANSIITP11 Quality Criteria,088-89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060315 19529 JA15 Monopitch 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:04 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-?xPQWJXEIxLHTwmFNOx?ulORWNAzmmsdynV8Q_zSBHD i -1-6-0 i 2-4-0 6-0-0 i 9-11-11 i 1-6-0 2-4-0 3-8-0 3-11-11 Scale=1:40.4 5 m Io 14 8.00 112 4 �, O 3x4 11 3 13 ji a R 2 :, 4 O �:a5x6= o 1 it 98 3x4= 1.5x4 II 1 2-4-0 2-5r8 6-0-0 i 9-11-11 2-4-0 04-8 3-6-8 3-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) lfdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.07 6-7 >969 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.15 6-7 >465 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 6 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 Matrix-AS 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*Except* BOT CHORD Rigid ceiling directly applied. 3-9:2X4 DF Std G MiTek recommends that Stabilizers and required • - . be installed during truss erection,in acco..' '4 liizrF tJ Installation guide. i� s REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,6=Mechanical 5 GI NE i (Ib)- Max Hors 2=335(LC 12) (� �G. FR �/fy Max Uplift All uplift 100 lb or less at joint(s)6 except 5=-108(LC 12),4=-222(LC 12) -9 Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=411(LC 1),4=325(LC 20) 89200 P E FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-338/0 BOT CHORD 2-9=-122/303 d Q OREGON Ntx ,,CC Wind:1) ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; pLNOTES- /4 it-ii)' 14,` .° -V. MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-10-15 zone;cantilever left and right MFR R L�^ 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/31/2017 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. $RWLj 9 7)Refer to girder(s)for truss to truss connections. q, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,4. 40 1v.WAST `ice 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=1b) _s ' ''P5=108,4=222. i y '• •. ',010)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,4. ✓.'�� :00 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum y sheetrock be applied directly to the bottom chord. -,t/ 4k"51398 ,0 w� �S SIONAL V., April 10,2017 rilL it ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 4111111111111111111111111118111111111111, . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060316 19529 JA16 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:05 2017 Page 1 ID:YIIVo3Md93tv?t byEHb6AszT2s7-T7zojfYs3FT744LRxkSERzZaNnWCVD6mBREhzQzsSHC -1-6-0 2-4-0 6-0-0 11-7-15 1-6-0 l 2-4-0 3-8-0 i 5-7-15 Scale=1:46.8 5 I" ur 0 8.00 12 14 4 m rn co 3x4 11 3 13 ■■5 .,ice r 2 w, y vI i��y 5x6= 16 '= 1 8 6 s 3x4 = 3x4 II I 2-4-0 2-91-86-0-0 1 2-4-0 04-8 3-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) tidefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) 0.07 6-7 >966 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.15 6-7 >465 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 6 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 Matrix-AS 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"Except" BOT CHORD Rigid ceiling directly applied. 3-9:2X4 DF Std G MiTek recommends that Stabilizers and required --- 't,. be installed during truss erection,in accor.. - 'ii pRi rec Installation guide. F REACTIONS. All bearings Mechanical except(t=length)2=0-5-8,4=0-1-8. c_., <c, tJGI NEF `�'dj0 (lb) -Max Horz 2=385(LC 12) '9 2 Max Uplift All uplift 100 lb or less at joint(s)6 except 5=-156(LC 12),4=270(LC 12) �4 -s! Max Gray All reactions 250 lb or less at joint(s)5,6 except 2=411(LC 1),4=390(LC 20) Q 89200P E r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-369/19,3-4=-284/262 BOT CHORD 2-9=-124/305 NOTES- 7 ,1 OREGON�� 44/ 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; /® -1 k' j 4 2S) -i - MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 11-7-3 zone;cantilever left and right 41 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate R R 10 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/31/2017 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. RRILj 6 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. �\9 oo WASI�r, .1"E") 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=1b) ;-; WC, tt 5=156,4=270. s ,, 4);..., 7 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. � ` i � . 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum � � sheetrock be applied directly to the bottom chord. r -cti16 * 51398 k o� ' s"ZONAL V,- �l April 10,2017 romeommosumermummommounsimmoonsmolowr 1, ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekS)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,058-89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT i K3060317 19529 JA17 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:06 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-xKXAw?ZVpZb iEveVR_TzA6oZAw9EgMwP5_EVszS8HB -1-6-0I 1-11-11 ( 6-0-0 1-6-0 1-11-11 4-0-5 Scale=1:14.1 3 1 8.00 12 2 Ilij II II A A I `/ 8 9 4 JUS24 JUS24 1 4x4 = I 1-10-15 1-111r11 6-0-0 I 1-10-15 0212 4-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.09 4-7 >825 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:14 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. 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 .- be installed during truss erection,in acco.. emitti pillilizecFs Installation guide. Gv REACTIONS. (lb/size) 3=108/Mechanical,2=259/0-5-8,4=83/Mechanical \�� NG I N EF cS'jD Max Horz 2=95(LC 8) '''‘.:9G2 9 1;71"-- FORCES. Max Uplift 3=-34(LC 8),2=-73(LC 8),4=-6(LC 5) Max Gray 3=109(LC 30),2=259(LC 1),4=97(LC 3) ‘C--‘41' C 89200PE 9r FORCES. (lb)-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; OREGON slid 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 /6 �A►'-Q 1' 14 2° P-}'• 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 VlR R 11-k- 3)This truss has been designed for greater of min roof live load of 16.0 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 EXPIRES: 12/31/2017 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)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 1i,R tiL� left end to 4-0-12 to connect truss(es)to back face of bottom chord. 8q 10)Fill all nail holes where hanger is in contact with lumber. 4S9 ,. WASk7 `t3 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). s�; Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060318 19529 JA18 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:07 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-QW5Y8La7asjrKOUg29ViWOezhaHvz7c3eljo1JzS8HA -1-6-0 3-11-11i 6-0-0 1-6-0 3-11-11 2-0-5 Scale=120.2 3 , 8.00 112 F,,c ) P R o 4 9 �44.1 �,� ANG►NEE7 sio1 89200PE 9t✓ 2 O `� Q 8 " -y 1`3 OREGON lV // /0 -try 14'2��P4 3x4 = 4 �t`RR 10._ EXPIRES: 12/31/2017 3-10-15 3-11411 6-0-0 I 3-10-15 0-0-12 2-0-5 Plate Offsets(X,Y)- [2:0-4-3,0-0-41 LOADING (Ps30.0 SPACING- 2-0-0 CSL DEFL. in No) I/defl Ud PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.11 4-7 >665 180 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-AS 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 required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=130/Mechanical,2=334/0-5-8,4=55/Mechanical Max Horz 2=155(LC 12) Max Uplift 3=-80(LC 12),2=-60(LC 12) Max Gray 3=135(LC 20),2=334(LC 1),4=99(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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. � RRILL B 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum X19 ,-WA,S�r � sheetrock be applied directly to the bottom chord, /_S i,A :16 Y ��J it`;.., o rtl�� , 51398, �4" ,4, G/ST V- •. Z S'"ViONAL V,14 April 10,2017 mit A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC 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 balding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' M T k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the •',1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSV1PI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060319 19529 JA19 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:07 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-QW5Y8La7asjrKOUg29ViWOewgaG8z7c3eljo1 JzS8HA -1-8-0 5-11-11 1-6-0 5-11-11 04-5 Scale=1:27.0 3 8.0012S< cD PRQp Cara tiNG1 NEF9 �O V -5 'rte 89200PE 9r 8 2 7s -9),- OREGON 4�a 6 y 14,26° 0�Q'�- 4 3x4 = EXPIRES: 12/31/2017 5-11-11 620 5-11-11 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) 0.06 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.14 4-7 >497 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:21 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=189/Mechanical,2=403/0-5-8,4=75/Mechanical Max Horz 2=215(LC 12) Max Uplift 3=-133(LC 12),2=-65(LC 12) Max Gras 3=196(LC 20),2=403(LC 1),4=106(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.11;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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 except(jt=lb) RR�� 3=133. q 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum Jti9 AWASH,, `t j sheetrock be applied directly to the bottom chord. , G, 51398 4 'GISTEgsG vsS'ONALV,''�� ,. April 10,2017 1 WARNING-V f ® arty design parameters and READ NOTES ON THIS AND INCLUDED MnEK REFERENCE PAGE Ml4>'/73 rev.fON3/2015 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,notimut 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 andfor chord members only.Additional temporary and permanent bracing A wrR ' ei( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i V Frei(' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT i K3060320 19529 JA20 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:08 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-uifxLhbILArixY3OcsOx2bB1n_YwiasCtPTLZIzS8H9 -1-6-0I 6-0-0 I 7-11-11 1-6-0 6-0-0 1-11-11 Scale=1:35.7 3 IM O ��_c ) P R 01-ss a.00 112 ��5 . .,... c,y /02 � 9 `�� 89200PE -7,... 8 7 OREGON lvi 2 G/6 Al y 14,rLO'��` -.�'`` �� 4 �j e �P 1 .♦_._._._. _♦_♦_♦_._._._.__♦_..._.A �Il p l t.� 4x4 = �lsl 4 EXPIRES: 12/31/2017 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.12 4-7 >614 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.23 4-7 >309 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:24 lb FT=20% BCDL 10.0 g 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. All bearings 6-0-0 except(jt=length)3=Mechanical. (Ib)- Max Horz 2=275(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,4 except 3=-182(LC 12) Max Gray All reactions 250 lb or less at joint(s)4 except 3=257(LC 20),2=464(LC 1),2=464(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=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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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)2,4,2 except L r iit (jt=lb)3=182. N4 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum 4\9 !v WASE 4) sheetrock be applied directly to the bottom chord. `0�+® 4, 51398 is, X c/STEL 4'S"'ZONAL V'' April 10,2017 t t mi ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 51/47473 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 ANSVTP11 Quality Criteria,0SB-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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060321 19529 JA21 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:09 2017 Page 1 ID:YIlVo3Md93ty?1 byEHb6AszT2s7-MVDJZ1 bN6UzZZieDAaXAbpkG4OyQR16M63Cv6BzS8H8 1 -1-6-0 1 6-0-0 I 9-11-11 1 1-6-0 6-0-0 3-11-11 Scale=1:40A 4 n Io 8.00 112 3 10 - - o 1 v t` A 9 R 2 1 jM 5 3x4 = 1 6-0-0 1 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.06 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.15 5-8 >479 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:27 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. MiTek recommends that Stabilizers and required • - be installed during truss erection,in accor.- �"'T I�r,7wAc Installation guide. ��`" r " Fs REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. S ' NGj NEF cS> (lb)- Max Hors 2=335(LC 12) C� `i Max Uplift All uplift 100 lb or less at joint(s)except 4=108(LC 12),3=-246(LC 12) �-y Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=408(LC 1),3=347(LC 20) 89200 P E r" 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; 7OREGON Ca- MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-10-15 zone;cantilever left and right 4- 4 2p'\p �� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ® 14, P grip DOL=1.60 �f' 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Vl��R �_'- 3)This truss has been designed for greater of min roof live load of 16.0 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. EXPIRES: 12/31/2017 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)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 4 and 246 lb uplift at $RWI j 6 joint 3. Ov b WAS 4 `t> 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. c � 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 3V• Q. �L+� sheetrock be applied directly to the bottom chord. .�'t' X15 51398 w� k c?e, kGISTev -6's-ANALv- April 10,2017 w __ ar A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 rev.10/032015 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 MiTek' f c' 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 1 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060322 19529 JA22 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:09 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-MvDJZ1 bN6U777ieDAaXAbpkJcO?UR16M63Cv6BzS8H8 -1-6-0 1-11-11I 3-6-0 I 1-6-0 1-11-11 1-6-5 Scale=1:13.7 Special3 I 8.00 2 ,.`, G�EF,SS N �� 2 89200PE �r Ili 1 1 16 PM 8 4 Cr 1110-.4111411 JUS24 7 4,OREGON ACV 1 3x4= /O •y 14,20� �� All}' EXPIRES: 12/31/2017 1-10-15 1-111111 3-6-0 I 1-10-15 0-0-12 1-6-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-0 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=55/Mechanical,2=250/0-5-8,4=22/Mechanical Max Horz 2=95(LC 24) Max Uplift 3=-38(LC 8),2=-68(LC 8) Max Gray 3=68(LC 30),2=250(LC 1),4=53(LC 3) FORCES. (lb)-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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=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 16.0 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 68 lb uplift at 1 1 RILL joint 2. 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to '`9 WAS 8 -- back face of bottom chord. 4. r f ''' 11) Fill all nail holes where hanger is in contact with lumber. �'T R� 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)49 lb down and 44 lb up at . `y,.- �� '� ,�,, - 1-10-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). \z LOAD CASE(S) Standard �0,P51398 4, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 fl� . r R 9 Uniform Loads(plf) 3I E 1 Vert:1-3=-74,4-5=-20 SS1ONALV�� Continued on Dane 2 April 10,2017 ®WARNING-Verily 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 MiTek®connectors.This design is based only upon parameters shown,and is for en individual building component,notNut 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 ANSIITPN Quality Criteria,088-89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060322 19529 JA22 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:09 2017 Page 2 ID:YIIVo3Md93tv'.1 byEHb6AszT2s7-MvDJZ1 bN6UzZZieDAaXAbpkJcO?UR16M63Cv6BzS8H8 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:30-11(B)8=5(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek19 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 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 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060323 I 19529 JA23 Jack-Open 1 1 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:10 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-g5nhmNc?tn5QBrDPkH2P80GUPoKkAULVKjySeezS8H7 I -1-6-0 i 3-6-0 3-11-11 1-6-0 3-6-0 0-5-11 Scale=1:20.6 3 1 15> a <C,q,c D PRQp 8.00112 Co �NGINEF9 �/o �- 89200PE ��r' 9 " n 2 011. S, 1101 4 OREGON�� 4� a 6 , /O M� 14 e)v*- RR11 1 4 3x4 = EXPIRES: 12/31/2017 i 3-6-0 I 3-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.02 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-0 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=113/Mechanical,2=310/0-5-8,4=46/Mechanical Max Horz 2=155(LC 12) Max Uplift 3=-83(LC 12),2=-66(LC 12) Max Gray 3=118(LC 20),2=310(LC 1),4=63(LC 3) FORCES. (lb)-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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 66 lb uplift at �-0 joint2. a'0.0r WAS.f/I, 14,>, ar ,.... i`,. . 1., , 51398 ' t 4, ' �� GISTE . So IONALV,.\yG April 10,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notIIIN 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 11 A Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the tY�Tek 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060324 19529 JA24 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:11 2017 Page 1 ID:YI6/o3Md93tv?1byEHb6AszT2s7-IHL3jdde5DHo?obH?ZegEpgOBgHvxbfZNh?A4zS8H6 -1-6-0 3-6-0 5-11-11 1-6-0 3-6-0 2-5-11 Scale=1:27.4 4 '�l I2 E° PROpt- ��,*c�<C.,NGINEER d/02 -57 8.00 12 3 89200P <' 4 . •i V Cr 9 yI- ,��OREGON tk ACU O /4,2.° 4 2 r OM EXPIRES: 12/31/2017 1 Ira 3x4 = 5 I 3-6-0 I 3-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:17 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-0 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(t=length)2=0-5-8,5=Mechanical,3=0-1-8. (lb)- Max Horz 2=215(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=140(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=300(LC 1) 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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. $R.R[LL 8 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except ,14 WAS,/ 1 (jt=lb)3=140. 0.- O ISG 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �`j� K) 4k,4, 51398 �� p�� ,'crsz98 ' ,,v ss'7ONAL' April 10,2017 moommummoossomm, ri A WARNING-Veil design �- rY ig parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/47473 rev.1410312015 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,notmli 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,05649 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT i K3060325 I 19529 JA25 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:11 2017 Page 1 ID:YIIVo3Md93tv?1byEHb6AszT2s7-IHL3Jdde5DHo?obH?ZegEpduBgFvxbfZNh?A4zS8H6 -1-6-0I 3-6-0 i 7-11-11 1-6-0 3-6-0 4-5-11 Scale=1:34.3 4 i I V) PRQFF �`5��NGINE�R�'/6 2 8.00 12 4� 89200PE 7- 003 - �7L 47 OREGON D. A. '' '0 9r 14,2°� -k- 9 SFR R I Li- Q'P 0 2 allillimimml EXPIRES: 12/31/2017 ►-g 1 ►-i 5 3x4 = 3-6-0 60 I TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1,15 BC 0.10 Vert(CT) -0.01 5-8 >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 IBC2015/TP12014 Matrix-MP Weight 20 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-0 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=0-5-8,5=Mechanical,3=0-1-8. (Ib)- Max Horz 2=275(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 4=-123(LC 12),3=-197(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=300(LC 1),3=274(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. RKIL j �.q 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 lb uplift at joint 4 and 197 lb uplift ♦4 WAS `'1 at joint 3. 4 di �tt,I,c ?I 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. dp %��L. �+ Q7'+ ` 7 .-p ,(, 51398 4✓, 24, G/STE - ' ,c,- . .s, 6'I0NAL V146 April 10,2017 I 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMICMIMICREFERENCE 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,notmit a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circe Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060326 19529 JA26 JACK-OPEN 1 1 Job Reference(optional) i Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:12 2017 Page 1 ID:YIIVo3Md93iv?1 byEHb6AszT2s7-mUuRB2eFPPM8Q9Nori5tDRLpNbOWeOrool RZWzS8H5 -1-6-0I 3-6-0 I 9-11-11 1-6-0 3-6-0 6-5-11 Scale=1:41.1 5 4 iij I6 8.00 12 11 .I X0 3 cid uS 10 R 2 I e1WIEMENNEMINIM 1 �/ 6 3x4= 3-6-0 3-6-0 I TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow 30.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 6-9 >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 IBC2015/TPI2014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-0 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 be installed during truss erection,in accor. - 'le ijizec Installation guide. /p "V�� REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,6=Mechanical. g ��`C� G j(v E �s�'� (Ib)- Max Horz 2=328(LC 12) �� F/C� �� Max Uplift All uplift 100 lb or less at joint(s)except 4=-242(LC 12),3=174(LC 12) <Cr Max Gray All reactions 250 lb or less at joint(s)6,3 except 2=300(LC 1),4=350(LC 1) 89200 P E �<" FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-317/241 CI NOTES- y OREGON�� C(� 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; 42.0'1741/' ^ '7 �l MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-11-11 zone;cantilever left and right `© 9 y 14:1° QJ` 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 . R R i L 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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. 1.0.,RRILL 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. 9)Providerot 3. mechanical connection(by others)of truss to bearing plate capable of withstanding 242 lb uplift at joint 4 and 174 lb uplift atjoJ♦9 O�WASj, •�f� T hw• c I 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. 4 be• ,i' �0 ��i ; r rid,P 4) 51398 c, kci C.{+ GISTER ' �s6'70NAL V' April 10,2017 i 1 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 budding 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 ANSVIPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Cirde 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060327 I 19529 JC01 Jack-Open Girder 1 1 Job Reference(optional) i Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:13 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-EgSgOOeuAiU?2Jy_PPc6lfuyB?KTNr5yO9A6FyzS8H4 I -2-4-12 3-2-4 6-0-0 2-4-12 3-2-4 2-9-12 Scale=1:15.7 3 ;e Y, 5.00 1• 2 8 ♦ 9 10 4 JUS24 JUS24 1 4x4 = 3-1-8 34t4 6-0-0 I 3-1-8 0 12 2-9-12 Plate Offsets(XX)- [2:0-0-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.08 4-7 >858 180 TCDL 7.0 Rep Stress Inco NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015(TP12014 Matrix-MP Weight:16 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. 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 re. '( .r.s o�,,■r•�•• F be installed during truss erection,in a .- •t igis ti. �1:flir'rs13 Installation guide. C3 AGI l NE. /O REACTIONS. (Ib/size) 3=78/Mechanical,2=401/0-5-8,4=40/Mechanical C\? �i R Max Horz 2=97(LC 10) tc,r y Max Uplift 3=-25(LC 10),2=-130(LC 6) 4•C- 89200PE 't" Max Gray 3=94(LC 17),2=411(LC 17),4=92(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- fl ,f OREGON �(/� 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; �G '7 �t'` MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate <0 qY 14,2® Q„T grip DOL=1.60 /11, - 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1R R I 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times fiat roof load of 30.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 130 lb uplift at 1y� I L eq joint 2. $�9 Ov'WASlr,, ->, 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 ,- W the left end to 4-0-12 to connect truss(es)to front face of bottom chord. tea• „RC1 fi li 11)Fill all nail holes where hanger is in contact with lumber. ... O/ OP 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -• ....--.41 fv -, LOAD CASE(S) Standard ;; f 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 "oj, 51398 Wr Uniform Loads(plf) (�4, �4'G£ST O' 4.w Concentrated L ads(Ib)5-20 �sSIOIVAL � Vert:9=6(F)10=2(F) .04 April 10,2017 1 ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8411-7473 rev.10/032015 BEFORE USE. a Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,notimut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing [Ariel(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUIPII 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060328 .19529 JCO2 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:14 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-isOCcktWxOcsfTXAz77LIsR6OPf861L5FKwgnPzS8H3 -2-4-12I 6-0-0 19 2-4-12 6-0-0 10 Scale=1:20.1 14 -S(..\\ p PROp 3 4 Co CI . o kr- :9200PE 444 29r 1 5.00 112 o t0 w pG , OREGON k�Q 9 N �O �Y 74,2�N P� 2 Y Pal P IIIIIIIIIIMIIIIIIIIIIIIMIIIIIIIIIIIIM o EXPIRES: 12/31/2017 // ►/ 3x4= 5 1 6-0-0 i 6-0-0 Plate Offsets(X,Y)- j2:0-0-11.0-0-21 LOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.04 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.13 5-8 >551 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015f1P12014 Matrix-AS Weight:21 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. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=156(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-136(LC 14),3=-106(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=513(LC 21) 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)-2-4-12 to 0-6-14,Interior(1)0-6-14 to 6-3-14 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)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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. ��jLL 8 8)Refer to girders)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �ti� WASy �'1 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 2=136,3=106. la� 3�C>, ��11) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s)3. . .?•rrr2 0 -" 12)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and Y."gypsum .r.. ., sheetrock be applied directly to the bottom chord. V''I' YAC 4, 51398 ,4 Q.t+ GISTBR SS'ONALti,Gl April 10,2017 1 A.WARNING-V But MINN design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE/00.7473 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 A iTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the IMI 1 9C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 250 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060329 19529 JC03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:14 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-isOCckfWxOcstTXAz77LIsR7GPfK61L5FKwgnPzS8H3 I -2-4-12 i 6-0-0 I 9-7-0 2-4-12 6-0-0 3-7-0 Scale=1:26.8 5. 3 -oo 4 I:1 5.00 112 311 10 rj 11 r Y c5 2 , 11. v0 EJL1111111111111111111111111111111111111111111111111.111111E IMI 1 1, 3x4= 6 I 6-0-0 6-0-0 Plate Offsets(X,Y)- 12:0-0-11.0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.12 6-9 >579 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:26 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. MiTek recommends that Stabilizers and re* •- vs''n- 1 be installed during truss erection,in a 5g • r •14",55., Installation guide. \ �[,j NPE- /O REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. 'Y (lb)- Max Horz 2=216(LC 14) 44/ 17 Max Uplift All uplift 100 lb or less at joint(s)5,4 except 2=-113(4"10),3 145(4"14) 89200 P E i--- Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=498(LC 21),3=309(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 7 OREGON la." 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; 1- 4,.9 �'�� A. MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 0-6-14,Interior(1)0-6-14 to 9-6-4 zone;cantilever left and right o r 1 4,2 P� 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 v/�R}1 1 0•- 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/31/2017 non-concurrent with other live loads. 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 fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. E � 8)Refer to girder(s)for truss to truss connections. T(1 L 8 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. $) O�WASE dl 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except �C, ' (jt=lb)2=113,3=145. • �" t.- •O , 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. /� • 12)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. lii+ AtO• 4„,51398,,,, ,c{� GISTS 1S �sS7QNALE��t April 10,2017 Mit ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MuTEK 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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060330 19529 JC04 Jack-Open 1 1 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 a Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:15 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-B2aap4g8iKkjHd5MWgear4zIBp?ZrkbEU fDJrzS8H2 -2 -12I 6-0-0 { 12-9-7 2-4-12 6-0-0 6-9-7 Scale=1:33.6 7, 6 i 0 5 5.00 12 4 13 12 :i i 3 ;t to r„ 2 6 ii . f P.,..jimummumminnomp,2 C\ 1 �� 8 3x4= 6-0-0 Plate Offsets(X,Y)— 12:0-0-11.0-0-21 LOADING (p530.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 8-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.12 8-11 >579 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code 1BC20151 TP12014 Matrix-AS 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. MiTek recommends that Stabilizers and re. ' r s a,r,: be installed during truss erection,in a «, f{ i� y. .' -CS, Installation guide. (nJ /p REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,2=0-5-8,8=Mechanical. <G�G EFg , (lb)- Max Horz 2=276(LC 14) tV Max Uplift All uplift 100 lb or less at joint(s)7,2,4,5,6 except 3=-145(LC 14) Q 89200 P E �r" Max Gray All reactions 250 lb or less at joint(s)7,8,4,5,6 except 2=496(LC 1),3=261(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- -q ,1�OREGON w� 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; L- `L,,,� O� �1tA. MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 0-6-14,Interior(1)0-6-14 to 12-8-11 zone;cantilever left and right © 1 4 rZ Q'r exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate /y� el grip DOL=1.60 RAIt-‘- 2) L2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/31/2017 non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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. ts$RR1L1, 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6. av WA "9 f� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,2,4,5,6a �t except(jt=1b)3=145. / A ,A /�%i►n- 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. Ap 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. �� 4 51398 .` �., 4OPSTEl �SSIONALE' j April 10,2017 .... f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not M 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 andlor chord members only.Additional temporary and permanent bracing V 11 A ilek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 1 ilia IC 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060331 19529 JC05 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:16 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-fF8y1 QhmTdsavmgZ4Y9pNH WTxCLoaBgOjePmsHzS8H 1 I -2-4-12 i 6-0-0 l 15-11-13 l 2-4-12 6-0-0 9-11-13 5.00 12 Scale=1:40.3 9 10 i8 3x4 7 4 5 6 i? 0 4 • i;� o 11. X co 3 i;� 2 911-11.11111.111111111111..M.MENN: 0 1 OM �t 11 3x4= I 6-0-0 l 6-0-0 Plate Offsets(X,Y)- 12:0-0-11.0-0-21 LOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 11-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.12 11-14 >579 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS 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. MiTek recommends that Stabilizers and r•• '-• ��•s.1&,r.',1,:,... � be installed during truss erection,in a a,sIr� rr 'WAY' Installation guide. \� �c�IN4- /O REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,11=Mechanical,9=0-0-12. G (Ib)- Max Horz 2=337(LC 14) LV Max Uplift All uplift 100 lb or less at joint(s)2,4,5,7,8,9 except 3=-145(LC 14) $9200 P E 9r Max Gray All reactions 250 lb or less at joint(s)11,4,5,7,8,9 except 2=496(LC 1),3=256(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-272/149 NOTES- 4 OREGON , IC 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2p5fi BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; /d '( 14,'L°MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 0-6-14,Interior(1)0-6-14 to 15-11-13 zone;cantilever left and 4t_ Q) right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 V/�R R I�-�" 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)Unbalanced snow loads have been considered for this design. EXPIRES: 12/31/2017 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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. ''`p" LL 7)A plate rating reduction of 20%has been applied for the green lumber members. �t� 8)Refer to girder(s)for truss to truss connections. ti4 WAS f 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8,9. 4 O�, �G 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,5,7,8,9 �r,- TO `f except(jt=lb)3=145. �aiiiiirP/1- 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8,9. 1 "/ 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ,4 �Otie ,c4?0 w � ccs-rE0 w April 10,2017 7 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER.REFERENCE PAGE M11-7473 rev.10Po3/2015 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 OMBmil k 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` A'Tek` 1 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 ii I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIIrPI1 Quality Criteria,OSB-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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060332 19529 JC06 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 S Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:17 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-7RiKEmiOEx_QWwFleFg2wV3ehahl Je4Xxl8KOkzS8H0 I -2-4-12 l 6-0-0 l 19-2-4 l 2-4-12 6-0-0 13-2-4 Scale=1:47.5 5.00 12 11 r- 10 4 0 9 17 8 3x4% 7 16 5 6 i $1 q in y CO 3 Y1 2 illaMagailMaar 0 1 ►� 12 3x4= I 6-0-0 l 6-0-0 Plate Offsets(X,Y.)— 12:0-0-11,0-0-2] TCLLLOADING (Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 12-15 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.12 12-15 >579 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:40 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 re. . r.rs 1 rr;:w ti be installed during truss erection,in a .'k*� I, -FCS, c Installation guide. •"� 1 N PE-6, i0 REACTIONS. All bearings 0-1-8 except(jt=length)11=Mechanical,2=0-5-8,12=Mechanical. ,N. �� 2 (Ib)- Max Hors 2=395(LC 14) (V Max Uplift All uplift 100 lb or less at joint(s)11,2,4,5,7,8,9,10 except 3=-146(LC 14) 89200 P E 9r Max Gray All reactions 250 lb or less at joint(s)11,12,4,5,7,8,9,10 except 2=496(LC 1),3=256(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-329/183,34=-265/134 NOTES- -yL 4 OREGON�a A,lo 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; �6 • 14,2Q Pr' MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 0-6-14,Interior(1)0-6-14 to 19-1-8 zone;cantilever left and right /(iln exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate r� 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)Unbalanced snow loads have been considered for this design. EXPI RES: 12/31/2017 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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. RRII j 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. ,19 QF WAS 'l,.f�, 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8,9,10. , W 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,2,4,5,7,8, r� �r. OHO 1� 9,10 except(jt=1b)3=146. - l /f�' 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8,9,10. / ' 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum li► sheetrock be applied directly to the bottom chord. 47 ..3,P 51398 w4 o �4'clsra1 `' �SSjQNAL V' April 10,2017 t t MN WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE M/L7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTekSi connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing f IiTek` I is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the tYl /vR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrPl1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT i K3060333 19529 JC07 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:18 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-bdGjS6i0?F6H84gxCzBHSibpL01G25KhAyutwAzSBH? -2-4-12I 6-0-0 I 9-11-8 2-4-12 6-0-0 3-11-8 Scale=1:27.6 5 m �C 4 1i 5.00 12 3 11 11 10 v 11 0 r N ' V N.- 2 I o ' S l�� 1 it 3x4 = 6 i 6-0-0 ---i 6-0-0 Plate Offsets(X,V)— [2:0-0-11,0-0-21 LOADING (Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.12 6-9 >579 180 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-AS 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. MiTek recommends that Stabilizers and re. Y s..r•;41r be installed during truss erection,in a««- st�1a i. . it-te,ss Installation guide. �� NAG[N E , /p REACTIONS. All bearings 0-1-8 except(jt=length)5=0-1-0,2�-5-8,6=Mechanical. ,- 2 (Ib)- Max Horz 2=223(LC 14) Gs,, Max Uplift All uplift 100 lb or less at joint(s)5,4 except 2=-111(LC 10),3=-145(LC 14) CC- 89200 P E 9r Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=497(LC 21),3=304(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 0 NOTES- -77 OREGON �< 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; L"- 41 1A` & MWFRS(envelope)gable end zone and C-C Exterior(2)-2-4-12 to 0-6-14,Interior(1)0-6-14 to 9-11-0 zone;cantilever left and right /6 "4 y 14,20 44 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 44 grip DOL=1.608(� L� 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/31/2017 non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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. �RRILj, 8)Refer to girder(s)for truss to truss connections. . 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,3,4. �1� O WASp;, 4+ 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except 0 ' (jt=lb)2=111,3=145. - 7 �O 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,3,4. �/ , 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Vu"gypsum I. • Lori sheetrock be applied directly to the bottom chord. la ,p 51398 w� Peet' ie. w SSIQNAL�& April 10,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK 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 verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing R A FTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the FMS 1 Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTP11 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060334 ' 19529 JF01 MONO TRUSS 2 1 Job Reference joptional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:19 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-3gp5fSjemYE8mEP8lgjW?w82NQP2nYagPcdQSczS8H_ -1-6-0 I 1-10-8 1-6-0 1-10-8 Scale=1:13.5 1.5x4 II 4 78.00 [^ ��5 �tJG I N EFR /a 2 Ail �w 89200 .E yr1 ,OREGON �w�/O qy14 ZQ'\ 1��- /y �`. RRIL\- EXPI RES: 12131/2017 I 1-10-8 I 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:10 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=243/0-5-8,5=44/Mechanical Max Horz 2=71(LC 11) Max Uplift 2=-83(LC 12),5=-13(LC 18) Max Gray 2=243(LC 1),5=50(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 16.0 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)2,5. .RRILL 6 „INC' oo WAS4r14;1 i OP".' 1'.:' '•' % 16 .°,p 4, 51398 ww4 .{ G/S'rEg -'2'ONAL ' April 10,2017 _ ► A WARNING•Verity 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®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mfie k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r r t 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060335 1 19529 JF02 MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:19 2017 Page 1 ID:YIIVo3Md93tv?l byEHb6AszT2s73gp5fSjemYE8mEP8lgjW?w82NQP2nYagPcdQSczS8H_ -1-6-0 1-10-8 1-6-0 1-10-8 Scale=1:13.5 1.5x4 11 38.00 1111111111111 ��RED PRpFFsd'" CCQ �NGINEF9 /2 014 �� 8920QPE 9�' �� s OREGON�� /Q 1 3x4 = 1.5x4 IIS /O Y 4,ZQ P} EXPIRES: 17/31/2017 I 1-10-8 I 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015fTP12014 Matrix-MP Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=243/0-5-8,5=44/Mechanical Max Horz 2=71(LC 11) Max Uplift 2=-83(LC 12),5=-13(LC 18) Max Gray 2=243(LC 1),5=50(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 16.0 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)2,5. -�GJLL $ 8,9 WA ar civ/ �ip ,,� 51398 O w� 0A, •••G73TER tV SSIQNAL G� April 10,2017 t { A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060336 19529 JF03 MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:20 2017 Page 1 I D:YII Vo3Md93ty?1 byE Hb6AszT2s7-XONTsnkH WsM?NO_KJOEIY7hD6gIH W?gzdGN_2zS8Gz -1-6-0 1-10-8 1-6-0 1-10-8 Scale=1:13.5 1.5x4 II 4 3 PP 8.00 12 2 I `.4 � .q.,„ �R 2 p II89200PE allAJIMNIEB6 CC 1 611111. �/ I' 4�OREGON\� Co 3x4= 1.5x4 1 ,V -V" EXPIRES. 12/3112017 1-10-8 - 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=243/0-5-8,5=44/Mechanical Max Horz 2=71(LC 11) Max Uplift 2=-83(LC 12),5=-13(LC 18) Max Gray 2=243(LC 1),5=50(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)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 16.0 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)2,5. $RRILL X10 oV WASE �f, • it,O 4,51398 �� crsTER 6�+ SIONAL April 10,2017 1 / WARNING-Verify des n ig parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 31/1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding 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 1 V,iTe is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPH 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060337 19529 JF04 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:20 2017 Page 1 ID:YIP/o3Md93ty?1 byEHb6AszT2s7-XONTsnkH WsM?NO_KJOEIY7hD6gIH W?gzdGN_2zS8Gz -1-6-0I 1-10-8 1-6-0 1-10-8 Scale=1:13.5 1.5x4 II 4 3 8.00 12 Alli ��Ea PROF�s el,,' ANG I NE .. /O . 2 : �� 89200PE 91' f ,= S 1 __ - , OREGON ,z4/ 3x4 = 1.5x4 IIS /O/4//R R t'`-� VP EXPIRES: 12/31/2017 I 1-10-8 I 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 9 >999 180 TCDL 7.0 Rep Stress Inch YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015T Pi2014 Matrix-MP Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=243/0-5-8,5=44/Mechanical Max Horz 2=71(LC 11) Max Uplift 2=-83(LC 12),5=-13(LC 18) Max Gray 2=243(LC 1),5=50(LC 20) FORCES. (lb)-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 16.0 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)2,5. _`G.RRILL 6 0 S+tv WAS,9 141, .. ' :?r,,,, .p ifr k 51398 �`� O� �GISTE � 'TONAL V-'.- April -'.-April 10,2017 f a mg A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing p JI l'�'ek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r rs R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,058.89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060338 19529 JLO1 Jack-Open Girder 1 1 Job Reference(optional) Pa Ic Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:21 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-?Cxr471vHAUs?YZWt51_4LDNrD3KFS47sw6XW VzS8Gy -1-6-0I 1-11-11 I 6-0-0 1-6-0 1-11-11 4-0-5 Scale=1:14.1 3 - 8.00(12 • 2 MI II II 1111°..41‘1a 8 9 4 JUS24 JUS24 1 3x4= 1-10-15 1r 1-10-15 '12 4-0-5 Plate Offsets(X,Y)- [2:0-4-11.0-0-121 TCLLLOADING (Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.08 4-7 >868 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code 1BC2015/TPI2014 Matrix-MP Weight:14 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 bracing. MiTek recommends that Stabilizers and re. p� 1:14,41,:,,, be installed during truss erection,in a .- •�1Ve • i. rd Installation guide. )(v 4Y REACTIONS. (lb/size) 3=86/Mechanical,2=253/0-5-8,4=63/Mechanical c:.. �� Ee19 /�,2 Max Horz 2=95(LC 8) �W -9 Max Uplift 3=-19(LC 8),2=-68(LC 8) 89200 P E t-- Max Gray 3=99(LC 30),2=253(LC 1),4=93(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- y OREGON wQ 1)Wind:ASCE 7-10;Vult L 140mph(3-second gust)Vasd=111mph;TCDL 4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; � "�lQY O\b` '" MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ® 14,2 ° 4grip DOL=1.60 ,t, QjQ 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 V, R R 0 L 3)This truss has been designed for greater of min roof live load of 16.0 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. EXPIRES: 12/3112017 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. t RR7LL 9)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 8 left end to 4-0-12 to connect truss(es)to back face of bottom chord. 40 Qv WASg f> 10)Fill all nail holes where hanger is in contact with lumber. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /A " * LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) 71 Vert:1-3=-74,4-5=-20 'a 4" 4, 51398 � Concentrated Loads(Ib) OA 4GISTWO' 4' Vert 8=5(B)9=-35(B) April 10,2017 r is ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI47473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall '` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,OSB-$9 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060339 19529 JLO2 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:23 2017 Page 1 I D:YIIVo3Md93ty?1 byEHb6AszT2s7-yb3cVpm9pnkaFrjv_WnS9mJifl lfjMZQKEbeaNzSBGw -1-6-0 3-11-11 6-0.0 1-6-0 3-11-11 2-0-5 Scale=1:20.2 3 8.00 12 P R ED OF 9 c, �GI NEAR 0 4:4J 89200PE v� 2 i 6 l OREGON CQ 1 �OY 14 Q�Q�� 4 FRR 3x4 = EXPIRES: 12/31/2017 3-10-15 3-1'101 6-0-0 1 3-10-15 0-0.12 2-0-5 Plate Offsets(X,Y)- [2:0-4-3.0-0-4j LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.11 4-7 >665 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight 17 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=130/Mechanical,2=334/0-5-8,4=55/Mechanical Max Horz 2=155(LC 12) Max Uplift 3=-80(LC 12),2=-60(LC 12) Max Gray 3=135(LC 20),2=334(LC 1),4=99(LC 3) FORCES. (lb)-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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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. 0$RRILI, 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsumfr WASkj t) sheetrock be applied directly to the bottom chord. Q, t16 • Nio, .. �¢+ 51398 0 R�' OISTE44, SSrONALE \ April 10,2017 __ ®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 budding 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 ANS1/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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060340 19529 JLO3 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:23 2017 Page 1 ID:YINo3Md93ty?1 byEHb6AszT2s7-yb3cVpm9pnkaFrjv_WnS9mJfo1 kujMZQKEbeaNzSBGw -1-6-0 5-11-11 � 1-6-0 5-11-11 OA-5 Scale=1:27.0 3 It :00 . 12 �F5, t) PROFFS,, v w�\� ENGINEER .oat <1.4. � 89200PE �r 2 ,�OREGON �� W [0 "/U -(4' 14,2a� P+ 1 3xa = 4 -Fi R 11-x- 6 EXPIRES: 12/3112017 i 5-11-11 -0 5-11-11 �-5 TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) 0.06 4-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.14 4-7 >497 180 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-AS Weight:21 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=189/Mechanical,2=403/0-5-8,4=75/Mechanical Max Horz 2=215(LC 12) Max Uplift 3=-133(LC 12),2=-65(LC 12) Max Gray 3=196(LC 20),2=403(LC 1),4=106(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)-1-6-0 to 1-6-0,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 16.0 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)3=13de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) q 14ceRRILL .6 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum ,11� Of WAS. `t- sheetrock be applied directly to the bottom chord. .. 0 Id ,r8.., .4, 51398 Js--= 3'-/ONAL T'' April 10,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIh7473 rev.10/03/2015 BEFORE USE. ._.. ' imut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing R/1 iTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYI 1 li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrPI1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060341 I 19529 JLO4 Jack-Open 1 1 Job Reference(optional) j Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:24 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-Qnd_i9nna5sRs?H5YDIhizrglR4xSppZYuLB7gzS8Gv -1-6-0i 6-0-0 i 7-11-11 i 1-6-0 6-0-0 1-11-11 Scale=1:33.7 4 [o <(''' ,..O PROF4:0 CD 12 :i '<".-- 89200PE �v--- 8.00 :r 10 G ,�OREGONlk /lV� io qy 14,rip" ‘);:k- 9 .+ MSRRtL\- Q' ,�, EXPIRES: 1?/3112017 5x I 6-0-0 I 6-0-0 LOADING (psf) 30 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL(Roof Snow 30.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.06 5-8 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.15 5-8 >479 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a Bak 10.0 Code IBC2015/TPI2014 Matrix-AS 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. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=275(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 except 2=408(LC 1),3=271(LC 20) FORCES. (lb)-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=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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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. 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) ERRILz 8 3=190. "00v WASE '-t>, 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 410'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 / � ,) �. sheetrock be applied directly to the bottom chord. `! �'. ,4, 51398 9 k, sSjoNAL14,C) April 10,2017 I MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf7EK 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' 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 ANSI/T.11 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060342 19529 JLO5 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:25 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-u_BMwVoPLO_IU9sH6xpwFBO?2rPABG3jnY4lfGzS8Gu l -1-6-0 { 6-0-0 I 9-11-11 1-6-0 6-0-0 3-11-11 Scale=1:40.4 5 M Io 4 8.00 r1-2- 3 11 I � Cr, r 1- Co 10 2 1 I 6 3x4 = 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.06 6-9 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.15 6-9 >479 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 * Code 1BC2015/TP12014 Matrix-AS Weight:27 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. MiTek recommends that Stabilizers and required • ••- •t ii be installed during truss erection,in acco•- .: YpeRilearg Installation guide. �v//h REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. \c�� Nt^,(NF s`S/O (Ib)- Max Horz 2=335(LC 12) `G R 2 Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-194(LC 12),4'-108(LC 12) 144 -57 Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=408(LC 1),3=277(LC 20) 89200 P E 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; -f7G 2!OREGON 4, MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-10-15 zone;cantilever left and right 1\� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate /0 y 14,2-Qi + grip 7 � 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 FR RIO- 3)This truss has been designed for greater of min roof live load of 16.0 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. EXPIRES: 12/31/2017 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)3,4. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) � � Q 3=194,4=108. 'S,4 4 WAS T 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. y i < �� 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/,"gypsum • JQ ?� sheetrock be applied directly to the bottom chord. i +r A. it lfr o ,p,,,51398w'� OIsisi ��SfUNAL.V''* April 10,2017 1 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE u Design valid for use only with MiTeker connectors.This design is based only upon parameters shown,and is for an individual building component,notmir 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 onty.Additional temporary and permanent bracing M i/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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060343 119529 LO1 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:26 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-MAlk7rp16i696JRUgeL9nOxAQEkrwdnsOCglBizS8Gt -1-6-0 5-6-2 5-11-11 10-5-8 I 1-6-0 5-6-2 0-5-9 4-5-13 5x8 \\ Scale=1:26.4 3x4 II 40 4 8.00A_I q 2 11 1 1 I I 1 1 Ml �/ 13 14 15 16 1 OM 8 7 JUS24 JUS24 3x4 JUS24 6 4x4= JUS24 6x6 = JUS24 I 5-6-2 I 10-5-8 I 5-6-2 4-11-6 Plate Offsets(X,Y)- 12:0-3-11.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.02 8-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.05 8-10 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 * Code IBC2015ITP12014 Matrix-MS Weight:61 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-5:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2X6 DF No.2 G MiTek recommends that Stabilizers and re. '-• +s.16,1,41,:,.. WEBS 2X4 OF Std G be installed during truss erection,in as.' ati i. it.ICs Installation guide. GINE �'/ REACTIONS. (lb/size) 2=754/0-5-8,7=977/Mechanical c� fG� F'9 aid Max Horz 2=200(LC 8) y Max Uplift 2=-159(LC 8),7=-362(LC 8) 89200 P E r' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-801/135 BOT CHORD 2-8=-173/594,7-8=177/582 10 CC WEBS 3-8=0/433,3-7=-740/225,4-7=-411/309 4. ,ii OREGON�� (.0 NOTES- /O A'9 r 14,20 P 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; '1/ -R RI u- MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)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 EXPIRES: 12/3112017 non-concurrent with other live loads. 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 fit between the bottom chord and any other members. ERRII.l, $ 7)A plate rating reduction of 20%has been applied for the green lumber members. ,q 8)Refer to girder(s)for truss to truss connections. J O'WASE t� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �C, �� 2=159,7=362. yy7� ?'- JO 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 -^fa fr - 4.--;." r the left end to 10-0-12 to connect truss(es)to front face of bottom chord. ��` I 11) Fill all nail holes where hanger is in contact with lumber. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)145 lb down and 123 lb up at r V" 5-11-8,and 210 lb down and 192 lb up at 8-0-12,and 192 lb down and 194 lb up at 10-2-4 on top chord. The design/selection of ,P 51398 w such nnection s)is e of others. 13) In theCLOAD CASE(S)section,loads applied�to the face of the truss are noted as front(F)or back(B). p+t� NAL'. �CP �� s,'IoNAL L � LOAD CASE(S) Standard April 10,2017 nntinued an Daae 2mll1 ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A01-7473 rev.10032015 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` I is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060343 19529 LO1 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:26 2017 Page 2 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-MAIk7rp16i696JRUgeL9nOxAQEkrwdnsOCglBizS8Gt 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=74.2-6=-20 Concentrated Loads(Ib) Vert:7=-63(F)4=-164 11=-101 12=-119 13=-43(F)14=35(F)15=-55(F)16=-57(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev.1a03/2015 BEFORE USE. aw 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 ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the [l. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,058-89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060344 19529 L02 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:27 2017 Page 1 ID:YII Vo3Md93ty?1 byEHb6AszT2s7-gM16KBpgt0E0jTOgDMsOKcTJ_e35f5J?EsZsj8zS8Gs -1-6-0 { 7-7-10 7-11-71 10-5-8 1-6-0 7-7-10 0-4-i 2-5-13 5x8 M18SHS = Scale=1:34.8 1.5x4 Ii 5 poi=3 �� D p R 0Fess �5 �NGINE�cR 8.00 ,z � 89200PE 9<' 13 u> G C. r1214o% 4zO MI In n 8 7 EXPIRES: 12/31/2017 1.5x4 II 6 4x4 — 3x6 = I 7-7-10 I 10-5-8 I 7-7-10 2-9-14 Plate Offsets(X,Y)— [2:0-0-11,Edge],[3:0-3-4,0-1-0] LOADING (psf) SPACING- 2-0-0 CSL DEFL- in (loc) Vdetl Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) 0.09 8-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.24 8-11 >519 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:54 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. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=609/0-5-8,7=576/Mechanical Max Horz 2=263(LC 12) Max Uplift 2=-120(LC 12),7=-244(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-461/19 BOT CHORD 2-8=-106/270,7-8=-107/264 WEBS 3-8=0/289,3-7=-615/249 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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-9-6,Exterior(2)7-9-6 to 10-5-8 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. 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. $KRILL 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 T� 8 will fit between the bottom chord and any other members. ati� F WASj1 1..fA 8)A plate rating reduction of 20%has been applied for the green lumber members. O _ Inc, 'Ct 9)Refer to girder(s)for truss to truss connections. / /- T p 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �-r --• ,S'" : "- • • fs" 2=120,7=244. •• VP'd ;. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%s"gypsum sheetrock be applied directly to the bottom chord. ,i''/ 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)98 lb down and 109 lb up at •P 4, 51398 4 7-9-6,and 135 lb down and 143 lb up at 10-2-4 on top chord. The design/selection of such connection device(s)is the Off, 4'G/STEW ' responsibility of others. �SSIONALE6� LOAD CASE(S) Standard April 10,2017 Continued on Dane f r AWARNING-V �� ally design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE MII-7473 rev.f0A03/2075 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 buss 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 andfor chord members only.Additional temporary and permanent bracing MiTek' 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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060344 19529 L02 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:27 2017 Page 2 ID:YIIVo3Md93ty?1byEHb6AszT2s7-r M16KBpgt0E0jT0gDMsOKcTJ_e35f5J?EsZsj8zS8Gs LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pIf) Vert:1-3=-74,3-5=-74,6-9=-20 Concentrated Loads(Ib) Vert:3=-48 4=-43 i ®WARNING-Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 rev.10/032015 BEFORE USE. Nutt 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 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060345 19529 L03 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:28 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-IZsVYXgleJNtLcbsn3NdspOU92Q70Xo9TWJPGbzSBGr -1-6-0i 7-7-10 { 9-11-11 1?-6-8 1-6-0 7-7-10 2-4-1 0-5-1 4 Scale=1:37.7 5x8 M18SHS\\ 1.5x4 H 3 5 1011.1.111111, 11411 "MI � •.,, F-,9 0 si 2 q v 4Z 89200PE 9<' 1 13 - OREGON�� 4� Y14 ygU , <0 'II' L� �Q+ 9 87 4x4= 1.5x4 II 6x6= EXPIRES: 12L3112017 I 7-7-10 I 10-5-8 I 7-7-10 2-9-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.08 9-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.21 9-12 >569 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * Code IBC2015ITP12014 Matrix-AS Weight:57 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. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=619/0-5-8,8=723/Mechanical Max Horz 2=326(LC 12) Max Uplift 2=-85(LC 12),8=-262(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-494/0 BOT CHORD 2-9=-199/308,8-9=-201/302 WEBS 3-9=0/285,3-8=-704/468 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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-11-11,Exterior(2)7-9-6 to 10-5-8 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. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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 [,,RRZL,L will fit between the bottom chord and any other members. l�-" q 8)A plate rating reduction of 20%has been applied for the green lumber members. = V O�WAShrf t, 9)Refer to girder(s)for truss to truss connections. '('C ' 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) da rOv j! s. 8=262. F »;r.:. S s •• 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz gypsum • / :. sheetrock be applied directly to the bottom chord. 12)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. i it°7 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 56 lb up at ,p 4, 51398 10-5-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. Qk� 4GTSTE�� 4'' LOAD CASE(S) Standard �`r1ONAL ' April 10,2017 ;;nntinued on nage 2 / mi.. ®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 miss 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'Tek" 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 busses 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060345 19529 L03 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:28 2017 Page 2 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-IZsVYXgIeJNtLcbsn3NdspOU92Q?OXo9TWJPGbzS8Gr LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-74,3-4=-74,3-6=-74,7-10=-20 Concentrated Loads(Ib) Vert:5=-85 •A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MI47473 rev.104730015 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 andlor chord members only.Additional temporary and permanent bracing MiTek'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 ANSV7PII 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 19529 104 MONO TRUSS 6 1 I K3060346 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:29 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-mIQtlsrwPdVkzmA3LnusP1 ZezSob70lliA2yo1zS8Gq -1-6-0I 5-5-3 i 10-5-8 1-6-0 5-5-3 5-0-5 3x4 II Scale=1:42.7 4 5 I 8.00 ,z ,s (c9"-FD P R QpS`SA, 3x6 i rig GIN /� 2 „.'4.1 �� 892flflPE �� All OREGON �1VQ 2 /0 Y 74 20N P} .1 �FRRI0, Qb 8 76 3x4 = 1.5x4 II 3x6 = EXPIRES: 12/31/2017 I 5-5-3 I 10-5-8 I 5-5-3 5-0-5 GCLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.02 8-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 8-11 >999 180 BCLL 0.0 Rep Stress Inc- YES WB 0.30 Horz(CT) 0.01 7 n/a n/a BCD/ 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:55 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 OF 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) 2=598/0-5-8,7=496/Mechanical Max Horz 2=321(LC 11) Max Uplift 2=-117(LC 12),7=-182(LC 12) Max Gray 2=598(LC 1),7=527(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-556/127 BOT CHORD 2-8=-243/468,7-8=243/468 WEBS 3-7=-498/228 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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-5-8 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other five 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. RRIL, 49 6)A plate rating reduction of 20%has been applied for the green lumber members. q� 7)Refer to girder(s)for truss to truss connections. �N9 WAS ` - 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ® l 2=117,7=182. re, - i/,� G'>, ,P o 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%s"gypsum .4 r" �. •• _' sheetrock be applied directly to the bottom chord. • ` t,..• .4 ,4k'51398 ,4',,, �,s,'ONALV �� S April 10,2017 t• mis, ®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 MiTek' 1 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 I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrPI1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060347 19529 LHR CORNER RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:29 2017 Page 1 ID:YIIVo3Md93ty?1 byEH b6AszT2s7-mlQtisrwPd VkzmA3LnusP1 ZjfSg07421 iA2yo1 zS8Gq -2-1-7I 8-4-5 )2 11-4-11 I 14-2-10 14-810 2-1-7 8-4-5 �-7 2-9-15 2-9-15 0 Scale=1:41.0 5 6 Ii.'I 8 4 5.66 12 3x4 8 8 3x4 % 3 c 3x4 Cr r. ile o 3x4% 'o 3x4 354% 7 ro 2 Y1 o „,,...m,1 IIMI 8-4-5 8-4-5 I LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Udall Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.05 2-3 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.07 2-3 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:38 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 Rigid ceiling directly applied. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-6-15. (Ib)- Max Horz 2=173(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2,4,5 except 3=-121(LC 14) \j��NG P SFR `r.0 Max Gray All reactions 250 lb or less at joint(s)3,4,5 except 2=254(LC 1) R FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. (7,,,,...czi.:0 V� 2 NOTES- 1) 89200PE 9>' 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 Comer(3)-2-1-7 to 2-1-8,Exterior(2)2-1-8 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 OREGON t(// 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 L 2j .4‘143)Unbalanced snow loads have been considered for this design. /® ,e Y 14 20 Q� 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 i l ,"R R I LV- 'C'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)Bearing 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. EXPIRES: 12/31/2017 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,5 except (it=lb)3=121. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 10)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. * RR1LL , J ,�WASI�j -�>' ' �i4, 51398, r, 94GISTER, 4�` 'SIONAL V'' April 10,2017 lit ®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 Mk /Te " is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the t r t R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060348 19529 R01 GABLE 1 1 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:30 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-Ex_FzCsYAxdaawlFvUP5yE5wds9rsXQSxgoWKTzS8Gp -1-6-0I 3-2-8 6-5-0 I 7-11-0 1-6-0 3-2-8 3-2-8 1-6-0 Scale=1:20.4 4x4= 3 1.5x4 II r, 8.00 12 1.5x4 I I 17 ' , 18 1166,, • 4 II. iii I 111111111 a la 1411 1.5x4 II 6 1.5x4 II 5 1 1.5x4 11 3x4= 3x4= I 3-2-8 I 6-5-0 3-2-8 3-2-8 TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP (Roof Snow 30.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 6-16 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 6-16 >999 180 BCL2 0.0 Rep Stress friar YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:30 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 .- OTHERS 2X4 OF Std G be installed during truss erection,in acco... .. iii, iftflikzeg • Installation guide. vr. REACTIONS. (lb/size)Max Horz 2=2=413/0-5-8, 90( 10 4=413/0-5-8 ��GO` �NOI NEAR 6> Max Uplift 2=-105(LC 12),4=-105(LC 13) �� $9200 P E �r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-300/58,3-4=-300/58 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; 0 OREGON Cr MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-2-8,Exterior(2)3-2-8 to 6-0-2 zone; G7 4,,�Yj 4, 1t)` .L�� cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Q ^I ' 2- �Pr Lumber DOL=1.60 plate grip DOL=1.60 '1&-R1:110- 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 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/31./2017 non-concurrent with other live loads. 5)Gable studs spaced at 1-4-0 oc. 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 20.0psf 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. �G,RRILL 8)A plate rating reduction of 20%has been applied for the green lumber members. Sys" (q, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) J19 4 WAS jj `11 2=105,4=105. O d,I, �� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'h"gypsum •r 9 s, C: sheetrock be applied directly to the bottom chord. ` ,,,`ty r ''., 4, 51398 4Q o,, .crsTER �Ss'ONAL V, April 10,2017 ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED INTER REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE MOM Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly 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 ANSIR141 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060349 19529 R02 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:31 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-j7YdAYsAxEIRC4KRSBwKUSe5NFV4b_gb9UX3twzS8Go I -1-6-0 I 3-2-8 I 6-5-0 I 7-11-0 1-6-0 3-2-8 3-2-8 1-6-0 Scale=1:20.4 4x4 = 3 r, 8.00 12 14 13 • 4 rl .01111 2 a Io 6 Oti, 5 1 „ 1.5x4 11 3x4= 3x4= I 3-2-8 I 6-5-0 I 3-2-8 3-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 6-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 6-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:27 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. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required • _ 'c. be installed during truss erection,in acco.- �- '` iliaeC Installation guide. ��h REACTIONS. MaxiHorz 2=4103(05 O)4=413/0-5-8 ,��`ANG INEFR' o Max Uplift 2=-105(LC 12),4=-105(LC 13) -9 89200PE FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-300/58,3-4=-300/58 NOTES- CD 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; 9 OREGON .. MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-2-8,Exterior(2)3-2-8 to 6-0-2 zone; '7 41 O2-°\ alp '` 41 cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; 1 4,2- Q' Lumber DOL=1.60 plate grip DOL=1.60 /�,� Q� 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ctr1.1 F'1 R 10- 3)This truss has been designed for greater of min roof live load of 16.0 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. EXPIRES: 12/31/2017 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 2=105,4=105. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%:"gypsum O j L g� sheetrock be applied directly to the bottom chord. 'c9 iv WASE I 4- oA "rip 4,L. 51398 q� vss1ONAL�,46v April 10,2017 t WARNING-V MINIM design parameters and READ NOTES ON THIS AND INCLUDED MITES 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,notmit 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' AFTQk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPlt 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT J K3060350 1 19529 R03 COMMON 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:33 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-fWgObEuQTs?9ROUgaczoZtjRF3A13tFudooAxozSBGm 3-2-8 'I 5-11-0 3-2-8 2-8-8 Scale=1:18.0 4x4= 2 6.00 12 /1 � ::8‘,\9‘)G2 � p P R Qc�F`ScS' 3 3x4�� !NG l N ° /aA_ AgAI N �,:c `V89200PE !9T' 4 1 w �. ,�OREGON1a �lVQ 1� /: /O '9►' 14,'16 P+ �� 5 MER R i�s- Q' 1.5x4 II 3x4 = 3x6 II EXPIRES: 12/31/2017 I 3-2-8 i 5-11-0 3-2-8 2-8-8 Plate Offsets(X,Y)— [1:0-0-7,0-0-2),14:0-4-0,0-0-11 LOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (Loc) I/deft Ud PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.01 5-8 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.01 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:23 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 SLIDER Right 2x4 DF No.1&Btr-G 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=278/0-5-8,4=278/Mechanical Max Horz 1=60(LC 9) Max Uplift 1=-52(LC 12),4=-48(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-305/96 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)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 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. .O,RRILL , 5� � oo WAS -{jam -II t.C. "' ;• �. ,,fir ,d /551398w� \-',,,.., -GrsTEitT SSIONA.LV �4 April 10,2017 i 0 imn, ®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 en 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 MiTek" f tl. 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060351 i 19529 SO1 MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:33 2017 Page 1 ID:YI1Vo3Md93ty?1 byEHb6AszT2s7-tWgObEuQTs?9ROUgaczoZtjLE3A13snudo0AxozS8Gm 4-11-8 I 4-11-8 Scale=1:19.2 2 3 3x4 II 5.00 12 9 , B K.i° PROF4:0 ocD lNGINEF >O 3x6 - �c? v ?/9 1 , 89200PE 1 ,- l OREGON 4Q r IIII G� ,,ii, SI)` i O Y 14,`LO -}- hi 6 5 �FR R 1 1- �� =, 1.5x4 \\ 7 4 1.5x4 II 3x4 H EXPIRES: 12/31/2017 1 1-0-0 1 4-11-8 I 1-0-0 3-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.01 5-6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) -0.03 5-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:20 lb FT=20% BCDL 10.0 9 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 and required cross bracing 1-7:2X4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=213/0-5-8,5=240/Mechanical Max Horz 7=134(LC 11) Max Uplift 7=-38(LC 14),5=-78(LC 14) Max Gray 7=215(LC 20),5=255(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 6-7=-273/188 WEBS 1-6=-130/258 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 4-11-8 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 II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*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)7,5. g�j L Q 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'W gypsum 44:1;) WASNj� {� sheetrock be applied directly to the bottom chord. It � t ' • • 417 ,0 4k' ,p 5139$ q o.<,„-eorsTE `�' S'"ONAL V,N4G April 10,2017 • AVWARNING-V ..� erify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE MIF7473 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,notmg 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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT I K3060352 19529 SA01 Jack-Open 1 1 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:34 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-7iDmoav3D9703X208KU164GcaTXXoK11rSmjTEzS8Gl I -1-6-0 I 1-11-11 2-f-0 1-6-0 1-11-11 0-6-5 Scale=1:13.8 3 8 11 8.00 ,2 `<�,sED PROpt `) 0NGINEF9 /e l, 2 1 `r 89200PE 9r 1 MIIIIIIIIIIM 5° IA Eg. 37 ,OREGON �w4 1 3x4 = 4 /O '47),' 14,2Q� P+ MERRI - 6 EXPIRES: 12/31/2017 1 1-11-11 2 n I 1-11-11 I i 5 TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud 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,p Lumber DOL 1.15 BC 0.04 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/TPI2014 Matrix-MP 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=246/0-5-8,4=8/Mechanical,3=42/Mechanical Max Harz 2=97(LC 12) Max Uplift 2=-74(LC 12),4=-4(LC 18),3=-31(LC 12) Max Gray 2=246(LC 1),4=31(LC 3),3=45(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 1-11-9 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 16.0 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)2,4,3. RRILL g 4ti4 ov.WAs�I Ifs, 4� .-ter moi' �P 51398 w� °A, G!STER ' S,yjONAL April 10,2017 A WARNING-VMOM agy 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY�[l A 11pk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the icsA 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT ! K3060353 19529 SA02 Jack-Open 1 1 Job Reference[optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:35 2017 Page 1 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-bvn80wwh_TFthhdChl?GelonMtrQXnXB46VH0hzS8Gk -1-6-0 2-0-0 3-11-11 1.6-0 2-0-0 1-11-11 Scale=1:20.8 3 ��_�0 P R QFFsd' 8.00 I �� NGINFFR /0 T 9 89200PE �r " o Q 1i 8 2 I A OREGON ltj G�0 14,2��Q - itid ER R 11—\- 1 4 3x4--- EXPIRES: EXPIRES: 12/3112017 } 2-0-0 I 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 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 Code IBC2015/TP12014 Matrix-MP Weight:12 lb FT=20% BCDL 10.0 9 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=106/Mechanical,2=280/0-5-8,4=55/Mechanical Max Horz 2=155(LC 12) Max Uplift 3=-80(LC 12),2=-59(LC 12),4=-24(LC 12) Max Gray 3=110(LC 20),2=280(LC 1),4=60(LC 20) FORCES. (lb)-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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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. �ERRILL a ti� f wnsy. 14-',. ler fir, a4A Cdr - Yds * 51398 .� CA '4CtSTE �SS'IONALV'\A April 10,2017 e Mom ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 11111 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060354 19529 SA03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:35 2017 Page 1 ID:VIIVo3Md93ty?1 byEHb6AszT2s7-bvn80wwh_TFthhdChl?GelokKtp5XnXB46V H0hzS8Gk -1-6-0 2-0-0 5-11-11 1-6-0 2-0-0 3-11-11 Scale=1:27.7 3 �,��D PR0F4- w� GINE�R X629 6.00 ,z 89200PE 8 OREGON 'O y 14 20\ P} MFRRILL e' $. 2 0 1 EXPIRES: 12/31/2017 4 4x4 = 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.28 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-MP 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=163/Mechanical,2=281/0-5-8,4=144/Mechanical Max Horz 2=215(LC 12) Max Uplift 3=-124(LC 12),2=-19(LC 12),4=-93(LC 12) Max Gray 3=169(LC 20),2=281(LC 1),4=153(LC 20) FORCES. (lb)-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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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) 3=124. 1h�RRII"j ,. , ..• 44. 1), ,�51398,4,, ,44, .c c!STb . 'SSIONAL �� April 10,2017 M WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT@k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 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 OW Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060355 19529 SA04 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:36 2017 Page 1 ID:YIIVo3Md93N?1 byEHb6AszT2s7-35LWDGwJInNkIrCPFNWBVLzPGD8GEnKJmFgY7zS8Gj 1-11-11 2 r0 1-11-11 0 5 Scale=1:11.3 2 8.00 FiT ' 03,0 P R Oress �f§,� tiNG►NEF,9 sp2v 89200PE1 OREGON ��Q 1-411,11114 <O -9Y14,2t)\ p�' 1111, MFRRll1- 6 3 3x4= EXPIRES: 12/31/2017 1-11-11 2 1-11-11 0-6-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:6 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. (lb/size) 1=93/0-5-8,3=31/Mechanical,2=61/Mechanical Max Horz 1=59(LC 12) Max Uplift 1=-3(LC 12),3=-2(LC 12),2=-42(LC 12) Max Gray 1=93(LC 1),3=36(LC 3),2=63(LC 19) 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=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)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 20.0psf 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,2. ERRILL 6 JtiY sF WASH `>, 51398 �w c!STV ' SSIONALV,-�� April 10,2017 j N ®WARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE MII-7473 rev.10/032015 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' 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 ANSVTP11 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060356 19529 SA05 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:36 2017 Page 1 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-35LWDGwJInNkIrCPFIW VBVLyxGBGGEnKJmFgY7zS8Gj 2-0-0 3-11-11 2-0-0 1-11-11 Scale=1:18.3 2 01 a 8.00 12 7 <<5° °Fes ANG 1PRN EFR sial coN A .CC� 89200PE r' 1 ' 1 OREGONt), 4Q r /O gY 14 MFRRiI-�- 3 3x4 = EXPIRES: 12/31/2017 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 3-6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.01 3-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 nfa n/a BCLL 0.0 Code IBC2015fTP12014 Matrix-MP Weight:9 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. (lb/size) 1=132/0-5-8,2=111/Mechanical,3=87/Mechanical Max Harz 1=117(LC 12) Max Uplift 2=-83(LC 12),3=-44(LC 12) Max Gray 1=132(LC 1),2=115(LC 20),3=90(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)0-0-0 to 3-0-0,Interior(1)3-0-0 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 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. .o,d.RILL . o4 WAs �!-� -717 rd16 , 5139$ q,� 4bitsmiec" -4v ,sSIONALE April 10,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/b7473 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,DS8-89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060357 l 19529 SA06 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:37 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-XHvuRbxxW4Vbw?nbpSlkkju7ggZE?h1UYP_N4ZzS8Gi -1-6-0 1-11-11 2-2,0 1-11-11 0-d-5 Scale=113.8 8 3 6.00 .2 -\��ED P R()Fess � eNGINEF'V 2 89200PE 9r G 4.i OREGON �� k, 1 4 <0 y 14,2fl Q�' 3x4 = MFRRII-� �c: EXPIRES: 12/3119017 1-11-11 2 9 I 1-11-11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 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 Code IBC2015/TP12014 Matrix-MP Weight:9 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 OF 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=246/0-5-8,4=8/Mechanical,3=42/Mechanical Max Horz 2=97(LC 12) Max Uplift 2=-74(LC 12),4=-4(LC 18),3=-31(LC 12) Max Gray 2=246(LC 1),4=31(LC 3),3=45(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=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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 1-11-9 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;Pfw30.0 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 16.0 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)2,4,3. J PJ71LL , -\\� o wasr, � �,' 4, 51398q �� Off, 4GIsiso „ IoNAL V,'' April 10,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE Mir 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 Mllek` 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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060358 I 19529 SC01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:38 2017 Page 1 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-?UTGexyZHOdSY9MnN9YzGwQHa4ugk8Hdm3kxc0zS8Gh -1-6-0i 1-2-9 i 2-0-0 1-6-0 1-2-9 0-9-7 Scale=1:11.2 3 ' 8.00112 ��Eo PR OFe 2 ,tJGINEF,9s/01-9nOr . , tit5;, 89200PE r �, 1 ►, 4 P4. 4.0REGON�� 4w4 3x4= /6 1 4,2p 4-V SFR RIO- EXPIRES: I O- �' EXPIRES: 12/31/2017 1-2-9 1 2-0-0 1 1-2-9 0-9-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix-MP Weight:7 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) 2=235/0-5-8,4=5/Mechanical,3=-0/Mechanical Max Horz 2=74(LC 12) Max Uplift 2=-83(LC 12),3=31(LC 18) Max Gray 2=235(LC 1),4=28(LC 3),3=17(LC 8) 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 16.0 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. .s,i V RILL , 40 Of WASNi -t), V/ r r<`', .,P 451398 D q"' Oro 4'GtSTE, $ 'SIONAL LEG\ April 10,2017 t AWARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MlI-7473 rev.10/032015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.aradng indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Meek 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 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060359 19529 SCO2 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 1011:05:39 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-Ug 1 fsHzB2ilJ9Jx_wt4Cp8zSKUEVTbXm?jTU9SzS8Gg I -1-6-0 i 2-0-0 i 2-5-9 i 1-6-0 2-0-0 0-5-9 Scale=1:15.5 3 11 li 8.00�12 8 ��Eq P R pFFs8. s N N 4„,c� ,t`G1N�F9 /O 2 ' �� 89200PE �1' ;; -7, �,OREGON +�lv� 1 4 O 14,2 P 3x4= MFR R 11-\- F' EXPIRES: 12/31/2017 2-0-0 I 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Inc: YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MP 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) 3=59/Mechanical,2=255/0-5-8,4=15/Mechanical Max Horz 2=110(LC 12) Max Uplift 3=-44(LC 12),2=-72(LC 12),4=-5(LC 18) Max Gray 3=62(LC 20),2=255(LC 1),4=34(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 2-4-13 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 16.0 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. ORR ILL & ,�v4 oo yAsti: j, ::"r r15 ,p 51398 9 w� 9,4k, Qism?.�' . ' SSiONAL V April 10,2017 1 imkte... I ®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 0111-7473 rev.10/032015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I 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.Additionalpermanent temporary and 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 ANSVrP11 Quality Criteria,DSB•89 and BCSI Building Component 250 Bug Circle i 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 1(3060360 19529 SL01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:39 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-UglfsHzB2ilJ9Jx_wt4Cp8zSKUEiTbXm?jTU9SzS8Gg 1-11-11 2- 1-6-0 1-11-11 0-0-5 Scale=1:13.8 3 8 111 8.00 12 \��Ep P R OFFS w�\� NG!N EFR 6%OZ9 2 ' ■;� a Ct.' 89200PE r' _J tz- =; L 43,OREGON�� 4 14, �Z 1 �O �Y Zap.P}. 3x4 = 4/1R R EXPIRES: 12/31/2017 1-11-11 2 I 1 1-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCL[ 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MP 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=24610-5-8,4=8/Mechanical,3=42/Mechanical Max Horz 2=97(LC 12) Max Uplift 2=-74(LC 12),4=-4(LC 18),3=-31(LC 12) Max Gray 2=246(LC 1),4'31(LC 3),3=45(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 1-11-9 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 16.0 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)2,4,3. RRJLL is Jq o4 WASE r0 �, 51398 44, O� GISTB% ‘4s7ONALE April 10,2017 a I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI Mak' 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 front Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3060361 19529 SLO2 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Mar 28 2017 MiTek Industries,Inc. Mon Apr 10 11:05:40 2017 Page 1 ID:YIIVo3Md93ty?1 byEHb6AszT2s7-ysbl3dzpp?tAnSWAUabRLLWd5uYbC2nwEND2huzS8Gf -1-6-0 2-0-0 3-11-11 1-6-0 2-0-0 1-11-11 Scale=1:20.8 3 >IIr„, 2CD PR opt 8.00112 c� `CVCG`lN�G I N EF,Qz_ 4 qq 2 M g h 89200PE �r N 2 � Wp OREGON 4/Q 8 /O 4y 14,2Q ' R R I L\ 4 3x4= EXPIRES: 12/31/2017 1 2-0-0 1 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Ines YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 Matrix-MP 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=106/Mechanical,2=280/0-5-8,4=55/Mechanical Max Harz 2=155(LC 12) Max Uplift 3=-80(LC 12),2=-59(LC 12),4=-24(LC 12) Max Gray 3=110(LC 20),2=280(LC 1),4=60(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)-1-6-0 to 1-6-0,Interior(1)1-6-0 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 16.0 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. .0V,RRILL yt4 oo wAsitt 4>, ;Of p 4, 513984 w� Ss 14,C.5. April 10,2017 t b A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4" Center plate on joint unless x,y i 6-4-8 ( dimensions shown insct ft-in-sixteenths p y (Drawings not to scale) Injury a or Personal In offsets are indicated. g � ry IW Dimensions are in ft-in-sixteenths. iiil‘ Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. rr 2. Truss bracing must be designed by an engineer.For Q-116jai••" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. 31111111E ■_ a. 3. Never exceed the design loading shown and never lia. stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C"r f' designer,erection supervisor,property owner and plates 0- 1/16"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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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 , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, g or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 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. hNM MilOP reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. — 1.3.1-,4 It 18.Use of green or treated lumber may pose unacceptable 1.-..=.1-.1 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil ANSIITPI1: 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 is not sufficient. DSB-89: Design Standard for Bracing. lie BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015