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Plans (387) 44. RECF.: -,,f ALL TRUSS TO BUILDING CONNECTIONS .; ARE THE RESPONSIBILTY OF THE BUILDING f DESIGNER OR THE ENGINEER OF RECORDS 20113 e1 34-00-00 Bi e r s i A03 011\ Project Info a Roof Area: 2004.64 Ridge Line: 46 Hip Line: 0 Valley Line: 0 Hor Eave Line: 106 Raked Eave Line: 112.36 Wall Ext Area: 3089 Wall Int Area: 3089 ,> First Floor Area: 0 Second Floor Area: 0 a o O N O O N 0 a 6/12 PITCH 1'-6" O.H. a a 25-7-10 LOADING (COMP.) 9 9 a 150 DRAG r y All Q B01/ GARAGE LEFT o C 02(6 co coI \ , A U C b O V hV 20-00-00 8-01-00 / 5-11-00 / 21-00-00 34-00-00 2567-A OAKWOOD AMERICAN BUILDER: LENNAR HOMES DATE: 12-23-16 ABOVE PLAN PROVIDED FOR TRUSS umber PLACEMENT ONLY.REFER TO TRUSS SS CALCULATIONS AND ENGINEERED LOT: S U B DIV: 25-7-10 STRUCTURAL DRAWINGS FOR ALL & TRUSS FURTHER INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD FOR ALL NON-TRUSS PLAN: 2567-A OAKWOOD AMERICAN SALES: DM TOTRUSSBCONNECTION.BUILDING DESIGNER/ENGINEER OF RECORD TO 10515 SW ALLEN BLVD. REVIEW AND APPROVE OF ALL BEAVERTON,OR 97005 DESIGNS PRIOR TO CONSTRUCTION. PHONE:(503)858-9663 DEL LOC: DES: ECR All designs are property of Pacific Lumber & Truss Co. All designs are null & void if not fabricated by Pacific Lumber & Truss Co. w • Milek:. MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 2567-A LENNAR HOMES-2567-A OAKWOOD AMERICAN 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: K3995561 thru K3995567 My license renewal date for the state of Oregon is December 31,2019. 40� PR pFFs 763INE '4\ 89200PE LA OREGONAtvo <O .1y 14, 2� 4�' MFR R 10- :L ..'.x:,41.17 •2I • December 6,2017 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 ANSIITPI-1, Chapter 2. MiTék'� MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 2567-A LENNAR HOMES-2567-A OAKWOOD AMERICAN 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: K3995561 thru K3995567 My license renewal date for the state of Washington is May 16,2019. ov,RRILL of WAst " >, Ql" rt v(?e 140 ,01398 crsTE G • December 6,2017 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. Amp A _ Job Truss Truss Type Qty Ply LENNAR HOMES-2567-A OAKWOOD AMERICAN K3995561 2567-A A01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Dec 06 08:53:15 2017 Page 1 ID:CgOBwyyg3rCJfiiuEHv4FNy66mt-8?3jYS9uppXZF2ZmDy?_GVDkwc2naghKOu9342yBjal I-1-6-0 I 5-3-0 I 10-6-0 I 17-0-0 340-0 135-6-01 1-6-0 5-3-0 5-3-0 6-6-0 17-0-0 1-6-0 Scale=1:69.0 4x4= 6.00 12 10 11 9 12 7 52 8 5313 4x8 8 14 3x6 5 15 3x4 r-^� 1617 Axe 18 , r, 193 20 3x6II4, - • 21 m 2 51 �/MIL3 22 e� yy 54 ¢I1/,",� 3x6- �.3x6 I ;;. �ii`�24I. 0 36 35 343x4= 3x8 = 3x4= 3x4= 4x4 = 33 32 31 30 29 28 27 26 25 4x6= 3x6 II I 7-10-8 I 10-6-0 1 13-1-8 1 17-0-0 I 90-10-0 1 340-0 I 7-10-8 2-7-8 2-7-8 3-10-8 3-10-0 13-2-0 Plate Offsets(X Y)- 123;0-8-0 0-0-141 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) 0.14 35-36 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.26 36-50 >981 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.06 33 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:236 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*Except* JOINTS 1 Brace at Jt(s):37,40 e�ED PROP?, 5-33:2X6 DF No.2 G ' S OTHERS 2X4 DF Std G �5 �NG�NF�9 X0'9 � REACTIONS. All bearings 13-5-8 except(jt=length)2=0-5-8. 89200P r (Ib)- Max Horz 2=-179(LC 48) Max Uplift All uplift 100 lb or less at joint(s)31,30,29,28,27,26 except 23=-1269(LC 41),33=-374(LC 47),32=-218(LC 5),25=-217(LC 48),2=-1609(LC 46) Max Gray All reactions 250 lb or less at joint(s)31,30,29,28,27,26,25,23 CI It except 23=1311(LC 58),33=1181(LC 1),33=1181(LC 1),2=1855(LC 31) yG 4 OREGON t), 44../44../FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,O '9k 14i 2°NQ+ TOP CHORD 2-51=-3645/3158,3-51=-3127/2935,3-4=-2715/2265,4-5=-2237/1814,5-6=-1395/1506, 411RRiLA- 6-7=1189/1294,7-52=-933/1070,8-52=-849/949,8-9=-705/866,9-10=-498/652, 10-11=-276/436,11-12=-168/302,12-53=-304/405,13-53=-408/517,13-14=-614/710, 14-15=-849/902,15-16=-1092/1112,16-17=-1205/1226,17-18=-1335/1349, EXPIRES: 12-31-2019 18-19=-1577/1585,19-20=-1830/1821,20-21=-2067/2039,21-22=-2331/2279, 22-54=-2448/2393,23-54=-2724/2653 BOT CHORD 2-36=-2789/3215,35-36=-1684/1941,34-35=-770/1527,33-34=-965/1673, 32-33=-673/793,31-32=-873/993,30-31-1073/1193,29-30=-1273/1393, 28-29=-1473/1593,27-28=-1673/1793,26-27=-1853/1993,25-26=2073/2193, 23-25=-2342/2462 VOtRILL,.q WEBS 10-37=-286/168,5-42=1320/578,41-42=-1290/566,40-41=-1350/594,39-40=-1392/613, y ALIAS�,` �i 38-39=-1479/669,37-38=-1620/780,37-43=-1692/855,43-44=-1710/870, ... ori `4, 33 44=-272 9888 5-36=-175/413,3-36=-316/304,5-35=-153/493,35-38=-481/326, `Opf "" G>o't'' • NOTES- i 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 e r (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-10-13,Interior(1)1-10-13 to 17-0-0,Exterior(2)17-0-0 to 20-4-13 zone; 4�y 1398 :V cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; 4,Lumber DOL=1.60 plate grip DOL=1.60 9� ISTE � 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 �S-IONALS'- Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. December 6,2017 Continued on page 2 t t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 l Job Truss Truss Type Qty Ply LENNAR HOMES-2567-A OAKWOOD AMERICAN K3995561 2567-A A01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Dec 06 08:53:15 2017 Page 2 I D:CgOBwyyg3rCJfl iuEHv4FNy66mt-8?3jYS9uppXZF2ZmDy?_GVDkwc2naghKOu9342yBjal NOTES- 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 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)31,30,29,28,27,26 except(jt=lb)23=1269,33=374, 32=218,25=217,2=1609,23=1269. 12)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 34-0-0 for 150.0 plf. 13)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. � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LENNAR HOMES-2567-A OAKWOOD AMERICAN K3995562 2567-A A02 Common 22 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Dec 06 08:53:16 2017 Page 1 ID:CgOBwyyg3rCJfl iuEHv4FNy66mtcBd5loAWa6fQsC8znfWDpjmxj00tJDgTdYudcVyBjaH 1 6 0 6-0-5 10-10-1 17-0-0 23-1-15 27-11-11 34-0-0 135-6-0 I-1-6-0 1-6-0 I 6-0-5 I 4-9-11 6-1-15 I 6-1-15 4-9-11 I 6-0-5 1 1-6-0 Scale:3/16"=1' 4x6= 6.00 12 6 151 24 25 3x4 i23 26 3x4 4x4% 5 7 4x4 8 1.5x4 \\ 4-p 1.5x4// 3 9 r: 22 27 m 21 10 4I ,_. 11Ih d 15 28 29 14 13 30 31 12 .--- 2 d 3x4= 3x6 = 3x4= 3x6 3x6 3x8= 8-9-4 I 17-0-0 I 25-2-12 I 34-0-0 I 8-9-4 8-2-12 8-2-12 8-9-4 Plate Offsets(X.Y)— [2:0-2-9.0-1-81.[4:0-2-0.Edgej.[8:0-2-0.Edge].[10:0-2-9.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.15 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.40 12-14 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.12 10 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:161 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 7-14,5-14 ��p PR Opp,s REACTIONS. (lb/size) 10=1524/0-5-8,2=1524/0-5-8 SCJ NGINE''-'9 /0 Max Horz 2=179(LC 14) ,_N? -v9 Max UpIift10=-359(LC 15),2=-359(LC 14) ? 89200PE �' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-2564/541,3-22=-2480/559,3-4=-2329/508,4-5=-2202/518,5-23=1667/434, 23-24=-1587/442,6-24=-1577/455,6-25=1577/455,25-26=-1587/442,7-26=-1666/434, 7-8=-2202/518,8-9=-2329/508,9-27=2480/560,10-27=-2564/542 in CC BOT CHORD 2-15=-566/2218,15-28=-400/1890,28-29=-400/1890,14-29=-400/1890,13-14=-277/1890, 12- OREGON lj/ 13-30=-277/1890,30-31=-277/1890,12-31=-277/1890,10-12=-388/2218 �`7,9 y 4 2ON _`� WEBS 6-14=-190/1020,7-14=-741/316,7-12=-57/402,9-12=-278/212,5-14=-741/315, T osP- 5-15=-56/402,3-15=-278/211 111 R11.- Ni 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 EXPIRES: 12-31-2019 (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-10-13,Interior(1)1-10-13 to 17-0-0,Exterior(2)17-0-0 to 20-4-13 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=25.0 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 25.0 psf on overhangs t . KRILL 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. J1�1 o' VJAS ftlk`i), 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 Ii4 .fit between the bottom chord and any other members,with BCDL=10.0psf. : 7)A platerating reduction of 20%has been applied for the green lumber members. ` 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=359, "•y 2=359. ',.r 9)This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and Wgypsum rd 'r 9 d PP O 51398 sheetrock be applied directly to the bottom chord. '� +Q ��' December 6,2017 I f AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIriPN 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 LENNAR HOMES-2567-A OAKWOOD AMERICAN - K3995563 2567-A A03 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Dec 06 08:53:18 2017 Page 1 ID:CgOBwyyg3rCJfliuEHv4FNy66mt-YalsATCm6kv86VILu4Zhu8rMDp9dnC1 m4sNjgNyBjaF 1-1-6-01 17-0-0 I 34-0-0 135-6-01 1-8-0 17-0-0 17-0-0 1-6-0 4x4= Scale=1:67.3 6.0012 15 16 14 13 17 56 1255 18 11 19 3x4 10 20 3x4 d 8 y 21• 22 23 7 is , E s v d 24 5 25 4 26 3 27 54 57 2 28 411 $ -6 $ @ 6 @ 6 6 6 6 6 $ a 6 6 6 6 $ $ 6 $ $ $ 29I7 d V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V d 3x4= 3x4= 53 52 51 50 49 48 47 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 30 3x4= [ 34-0-0 I 340-0 Plate Offsets(X.YI- [22:0-0-0,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.01 29 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.01 29 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 28 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 BCDL 10.0 (Matrix) Weight:242 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci OTHERS DF Std G REACTIONS. 2 All bearings 34-0-0. WEBS 1 Row at midpt 15-42 �S... (' N�nFss/0 (Ib)- Max Horz 2=179(LC 14) �? 9 2 Max Uplift All uplift 100 lb or less at joint(s)28,2,43,44,45,46,47,48,49,50,51,52,53,40,39,38, 9 37,36,35,34,33,32,31,30 C . 89200PE r" Max Gray All reactions 250 lb or less at joint(s)28,2,42,43,44,45,46,47,48,49,50,51,52,53,40,39, 38,37,36,35,34,33,32,31,30 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 12-55=-86/265,13-55=-78/269,13-14=-100/311,14-15=-108/331,15-16=-108/337, f7 A_OREGON 1.1/ 16-17=-100/316,17-56=-78/275,18-56=-86/270 G� ''7,9 y 4 20� k NOTES- 1 �4 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;MWFRS MFRR IL�' (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-10-13,Exterior(2)1-10-13 to 17-0-0,Corner(3)17-0-0 to 20-4-13 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; EXPIRES: 12-31-2019 Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 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 25.0 psf on overhangs .0ARILL$.q non-concurrent with other live loads. WASI3r, i' 6)All plates are 1.5x4 MT20 unless otherwise indicated. 4 O' W >� 7)Gable requires continuous bottom chord bearing. 4 ,4' c'l ,' 8)Gable studs spaced at 1-4-0 oc. 21 iffi F O, 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `/ ' fit between the bottom chord and any other members. 1 eyr 11)A plate rating reduction of 20%has been applied for the green lumber members. 5'1398 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28,2,43,44,45,46, ° w 47,48,49,50,51,52,53,40,39,38,37,36,35,34,33,32,31,30. �' ?ISTE� 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �S'SjdNALE�6 December 6,2017 t f MIME 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 'x a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 y Job Truss Truss Type Qty Ply LENNAR HOMES-2567-A OAKWOOD AMERICAN K3995564 2567-A 601 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Dec 06 08:53:19 2017 Page 1 ID:CgOBwyyg3rCJfIiuEHv4FNy66mt-OmJ E NpCOt11?jftXSn4wRLOWzDVwWhsvJ W7H DgyBjaE 1-8-0 10.6 0 I 91-0-0 1 22-1-8 1 10-6-0 1-1-8 Scale=1:40.9 4x4= 9 :I 10 8 ■ 6.00 1 337 '. ., 1134 ■ 8 : 12 M 5 ` . 13 4 • 14 3 ` . 15 • 35 32 W d 2 I - : Id li R 4 � Ei F g 16 17J 3x4= 31 30 29 28 27 2625 24 23 22 21 20 19 18 3x4= 3x4= I 21-0-0 21-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 17 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 17 n/r 120 BCLL 0.0 Rep Stress lncr YES WB 0.05 Horz(CT) 0.00 16 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:116 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 �`'��tiNG P EFFss�O ik REACTIONS. All bearings 21-0-0. (Ib)- Max Horz 2=120(LC 14) n Max Uplift All uplift 100 lb or less at joint(s)2,26,27,28,29,30,31,23,22,21,20,19,18,16 C? ,7 Max Gray All reactions 250 lb or less at joint(s)2,24,26,27,28,29,30,31,23,22,21,20,19,18,16 �� 89200PE .7„,. r 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 Q �C' (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 10-6-0,Comer(3)10-6-0 to 13-6-0 zone;cantilever left 7 OREGON 114and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 G<60 lk 14 20N , 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 M�; VP Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. RR lL 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. EXPIRES: 12-31-2019 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 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i ,L 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -<1 ' L �q.� fit between the bottom chord and any other members. 1> o �r,W, �i 11)A plate rating reduction of 20%has been applied for the green lumber members. , Gid 1 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,26,27,28,29,30, � . --..1',.;. O 31,23,22,21,20,19,18,16. ,� .FµSs • 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4 15 ,p 51398 4L) o�� IST SSIGIT+�ALF146 December 6,2017 44 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,not1111 e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 LENNAR HOMES-2567-A OAKWOOD AMERICAN K3995565 2567-A CO1 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Dec 06 08:53:20 2017 Page 1 ID:CgOBwyyg3rCJfliuEHv4FNy66mt-Uzscb9D1eL9sLpSkOVb9zZxgydgFF8s3YAsgIGyBjaD I -1-6-0 4-11-8 I 1-6-0 4-11-8 1.5x4 II Scale=1:18.6 4 3 REFE ENCE ONLY 1.5x4 II p NOT APPRO ED WITH THIS PERMIT 6.00 12 1.5x4 II 16 15 pi dig 14 7 2 II III ii I ri ME r a W. 1 =, 1.5x4 I I 1.5x4 I I 6 5 3x4 = 1.5x4 II I 4-11-8 I 4-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.01 6-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.03 6-13 >999 180 TCDL 7.0 Rep Stress Incl YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G OTHERS G of% REACTIONS. 2 b/siDze St2 332/0-5 8,6=181/Mechanical sco 0AGIN Re ��i0 Max Horz 2=127(LC 13) 4� -� Max Uplift2=-103(LC 14),6=-62(LC 14) 89200PE r Max Gray 2=338(LC 21),6=204(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- OREGON �� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=2511; -7G;Cat.II;Exp B;enclosed;MWFRS A_ 4 (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 4-11-8 zone;cantilever left and right exposed;end / 1y 2.\ -A- vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 14, ii.. 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 MFRR IU- Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �7 3)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. EXPIRES: 12-31-2019 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 25.0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. ALL 9)A plate rating reduction of 20%has been applied for the green lumber members. 4'0o� ,_8' � 10)Refer to girder(s)for truss to truss connections. +lj4 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) • '9, � 9y - . 2=103. .r • • 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. l/f,r " 94 /5 ,p ..51398 44) • SozoN.ALv�yG December 6,2017 / I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. but Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply LENNAR HOMES-2567-A OAKWOOD AMERICAN 2567-A CO2 MONO TRUSS 6 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005,d Run:7.610 s Mar 27 2015 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Wed Dec 6 11:22:12 2017 Page 1 ID:CgOBwyyg3rCJfl iuEHv4FNy66mt-mWXgrfPLzxGyVbSv0422JzG4Lye WzHfGvbzbuyBgwP -1-6-0 6-5-8 1-6-0 } 6-5-8 1.5x4 I I Scale=1:22.2 3 4 <<4° PR ire REFER �T ENGIN:F9 Wo ONLY 4, 9 NOT APP' ► f * , THIS PERMIT 11 ,,,_44.1 89200"E r 6.00 12 12 u, 11 ci o OREG0N j -474 0\0'+AZ/ ,o O Y 14, Q, MFRRI N- 2 ll I EXPIRES: 12 '-I.-2019 Ela 6 3x4 = 1.5x4 II 5 I 6-5-8 I 6-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (10c) 1/clefl Lid GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.06 6-9 >999 240 MT20ES 220/195 TCDLSnow 25.0)0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.17 6-9 >449 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix-AS Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=367/0-5-8 (min.0-1-8),6=271/Mechanical Max Horz 2=161(LC 13) Max Uplift 2=-107(LC 14),6=-94(LC 14) Max Gray 2=375(LC 21),6=310(LC 21) 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 6-5-8 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=25.0 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 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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. .OR .ILL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 2 and 94 lb uplift at �� q�� joint 6. 7 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �� ' tt'� sheetrock be applied directly to the bottom chord. �`t w� O , r ^4. i 4''P ,p 51398 4Ak' S411.02JALE�� December 6,2017 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • } Job Truss Truss Type Qty Ply LENNAR HOMES-2567-A OAKWOOD AMERICAN , K3995567 2567-A CO3 GABLE 1 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Dec 06 08:53:21 2017 Page 1 REQ' RENCE ONLY I D:CgOBwVEfPfHizzl waC60 WmTpd 19F_b6CmgcNHiyBjaC -1-6-0 8-5-8 I r r r r ' 1-6-0 6-5-8 lls Scale=1:23.0 d, 3 4 T 6.00 OTAPPOVED WITH T2 ,B yg3rCJfliuEHv4FNy66mtz90_OniiiiiII �/ 8 1 I-1 5 4x4= I 6-5-8 I 6-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.03 6-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.10 6-15 >771 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:32 lb FT=20% BCDL 10 0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G OTHERS 2X4 DF Std G `c�.<<, G,INEF�`S�'/� REACTIONS. (lb/size) 2=407/0-5-8,6=231/Mechanical v 9 , Max Horz 2=161(LC 13) tir 17 Max Uplift2=-122(LC 14),6=-79(LC 14) 89200PE 17_,.. Max Gray 2=418(LC 21),6=267(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-205/292 Cr NOTES- G 4,OREGON�tx A, 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 / �Q�. 20 �. (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 6-5-8 zone;cantilever left and right exposed;end Q 4 cP vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 MR R 10- 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 EXPIRES: 12-31-2019 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 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 1-4-0 oc. uL 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� O was 'q F� fit between the bottom chord and any other members. G �' 10)A plate rating reduction of 20%has been applied for the green lumber members. . ;I . 11)Refer to girder(s)for truss to truss connections. 1.*' �0 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) • - • t,aPri 2=122. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2gypsum I sheetrock be applied directly to the bottom chord. Al l1398 r�`4 SSI NAL ' r December 6,2017 tI A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ml* Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury NM= Dimensions are in ft-in-sixteenths. I;lk. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. �'�1fi 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves �_� 111111111kil may require bracing,or dere . Tor I O � bracing should be considered.1-� U O= 3. Never exceed the design loading shown and never O U stack materials on inadequately braced trusses. a p 4. Provide copies of this truss design to the building c�-a ca- C5: designer,erection supervisor,property owner and H For 4 x 2 orientation,locate plates 0- 'i,g'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �i� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior �� reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIN NM �_ 0, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. MI1 ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, INA iT�k� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate X Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 T-40 -- ;: azo;^SRO I1IiTek ° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10 MAIN H Fax 916/676-1909 LENNAR 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: R52530969 thru R52530974 My license renewal date for the state of Oregon is June 30,2019. <��Ep PR°Pe 74GtNE , 2 87022PE 9r cv <NA), OREGON cls Y X00 BER 1�Q�O A. HER E • .. 11• December 12,2017 Hernandez,Marcos 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. lot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10 MAIN H Fax 916/676-1909 LENNAR 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: R52530969 thru R52530974 My license renewal date for the state of Washington is January 2,2019. ovONIO N r. rd�+� .4,� 9 4963w� December 12,2017 Hernandez,Marcos 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 LENNAR R52530969 - PL17-10_MAIN_H F01 FLOOR 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:53 2017 Page 1 I D:i5i 1 haUPLNjchS5MePglTmzjBi W-BspoaFTGjwgCsVzJjwFEJhSfX?Pr7GLtFcKUjTy915K 0-6-8 I I I 2-6-0 I I 2-4-4 I I 1-9-8 0-6-81 Scale =1:22.7 1.5x3 II 3x8 = 3x8 = 1.5x3 II 3x6 = 3x5= 1 2 3 4 5 6 i M_ Iligiimillili liMmilioritiorsii_ .00000001111111.410001imionmemi ' s Mg..up,- 001111111111111111111111111. — 1,23 11 10 • 8 7 1.5x3 II 3x10 = 3x6 = 3x10= 1.5x3 II 10-6-8 I 5-9-4 I 12-11-4 '13-5-124 0-6-8 5-2-12 7-2-0 0-6-8 Plate Offsets(X,Y)— f1:0-1-8,Edael,f3:0-3-0,Edge),(6:0-1-8,Edge) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.02 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.04 8-9 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code IBC2012ITP12007 Matrix-R Weight:55 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=159/0-6-0,6=263/0-6-0,9=658/0-5-8 Max Gray 1=195(LC 3),6=272(LC 4),9=658(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=398/84,2-3=-398/84,3-4=0/453,4-5=-721/0,5-6=-721/0 BOT CHORD 9-10=-453/0,8-9=-13/390 WEBS 3-9=-360/0,1-10=-86/410,3-10=0/724,6-8=0/742,4-8=0/386,4-9=-813/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. �,� �� PR°FFs`r� 5 NGI NEER 0 87022PE 9r a`�0.�W I y N�Aj OREGON rL� �N c‘t � / N •PO FtijBER 1� r On A- HE��P °.��c sit w� SI ,146 GNAL P EXPIRES: 06/30/2019 .-u December 12,2017 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 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 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply LENNAR R52530970 PL17-10_MAIN_H F02 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:53 2017 Page 1 I D:i5i 1 haUPLNjchS5MePglTmzj Bi W-BspoaFTGjwgCsVzJjwFEJhSgf?P87GAtFcKUjTy915K 0-6-8 I I I 2-6-0 i I 2-5-8 I I 1-8-12 Scale=1:17.5 1.5x3 II 3x8 = 3x8 = 1.5x3 II 115= 9 8 4* 6 1.5x3 II 3x10= 3x6 = 3x5 = 1 0-6-8 I 5-9-4 5-1B-8 10-4-4 I 0-6-8 5-2-12 0-1-4 4-5-12 Plate Offsets(X,Y)— 11:0-1-8,Edael.13:0-3-0,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.03 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:44 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=194/0-6-0,6=149/Mechanical,7=509/0-5-8 Max Gray 1=206(LC 3),6=167(LC 4),7=509(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-445/0,2-3=-445/0 BOT CHORD 6-7=-40/270 WEBS 3-7=-323/0,1-8=0/459,3-8=0/636,4-6=-278/41,4-7=-442/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. ��-.k) PR�FFss �_5 0NG,INER /,2 .� 87022PE �� zoNro ~cy OF WAs4,. IA, 17 y(�A OREGON tit <vN I QJ F II N sSI�I�IALti0 EXPIRES: 06/30/2019 December 12,2017 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. lel Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 •, 4 Job Truss Truss Type Qty Ply LENNAR * R52530971 " PL17-10_MAIN_H F03 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:54 2017 Page 1 I D:iSi t ha UPLNjchS5MePglTmzjBi W-f2NAobTuUDz3UfYVHenTsu_rVPkwsmQ0TG41 Fvy915J 0-6-8 I 2-5-8 I 2-6-0 Scale=1:11.0 1 1.5x3 II 2 3x8= 3 1.5x3 II i 'e 3x5= 5 3x5 = I 0-6-8 1 5-9-0 I 0-6-8 5-2-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.00 5 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.10 4-5 >599 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-P Weight:23 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=224/0-6-0,4=224/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 4-5=0/489 WEBS 2-4=-504/0,2-5=-505/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. -<<-?,V PRope GIN , w ¢ z t 1,. 87022PE 01°N�° co Cr ,.• I t13� >" us •'tom y 'oj, OREGON ti� w 'y/ 'AO ccMQER 11 \. ki r r On A. He vitQfi�-wG sms_ , sSIONALr G EXPIRES: 06/30/2019 December 12,2017 I I AWARN/NG-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 Mil A a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply LENNAR R52530972 PL17-10_MAIN_H F04 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:54 2017 Page 1 I D:i5i 1 haUPLNjchS5MePgITmzj Bi W-f2NAobTuUDz3UfYVHenTsu_rQPmQsII0TG41 Fvy915J 0-6-8 I I I 1-11-4 I I 2-6-0 I I 068 I Scald=1:11.6 3x5 = 1 3x5 = 21.5x3 I I 3 d� .'4' 111.1 — o 1.5x3 II 3x10 = 1.5x3 II 6 5 4 1 0-6-8 1 5-4-4 1 5-10-12 1 0-6-8 4-9-12 0-6-8 Plate Offsets(X,Y)— f1:0-1-8,Edge1,f3:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.01 5 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-P Weight:23 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, BOT CHORD 2x4 OF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=206/0-6-0,3=206/0-6-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-446/0,2-3=-446/0 WEBS 3-5=0/459,1-5=0/467 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ��`��NG,FEF,, so �� 87022PE 29� eTON�1OiA NP N � �;v. '�N y�'ojC OREGON ti�OAC/ (In M8ER \ s A. HE� P� �,p 4,, s6 wa • EXPIRES: 06/30/2019 December 12,2017 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ilIl • a truss system.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,OSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 1 • Job Truss Truss Type Qty Ply LENNAR • R52530973 ^ PL17-10_MAIN_H F05 Floor 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:55 2017 Page 1 I D:i5i 1 haUPLNjchS5MePglTmzjBi W-7FxY?xU WFX5w6p7igL1iO6X?4p2?b7BAiwpbn Ly9151 0-6-8 I—II 2-0-0I 11-8-8 I I 1-7-4 1 2-3-0 If 2-3-0 I 2-3-0 Scle=1:29.4 2x4 II 3x6= 2x4 II 4x10 = 3x8 = 2x4 I I 3x8= 2x4 I I 14 2 3 4 5 6 7 8 9 —I = "\fir%�� \ / — `a _ lil- • 15 14 13 11 K 2x4 II 4x10= 4x12= 4x6= 4x10 = 4x5 = p-6-8 I 8-9-0 I 17-5-12 I -6-8 8-2-8 8-8-12 Plate Offsets(X,Y)— f1:0-1-8,Edoel.19:0-1-8,Edael,I10:Edge,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.04 11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.08 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) -0.00 12 n/a n/a BCDL 5.0 Code IBC20121TP12007 Matrix-R Weight:74 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=273/0-6-0,10=301/0-2-8,12=905/0-5-8 Max Gray 1=307(LC 3),10=327(LC 4),12=905(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-756/0,2-3=-756/0,3-4=-355/320,4-5=-355/320,5-6=0/994,6-7=-941/0, 7-8=-941/0 BOT CHORD 13-14=-69/811,12-13=-994/0,11-12=-290/273,10-11=0/839 WEBS 5-12=-503/0,1-14=0/790,3-13=-596/0,8-10=-872/0,6-11=0/791,6-12=-1054/0, 5-13=0/1074 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. `�F`ca PR OFEscS' 5 ANGINEER /O �� 'L 87022PE 9r � oFoIo�,, 2iN( • n N ..... .1 • d Aj, OREGON (y5 1N , , . x N 9�, ccMBER A1 .\- .BER -4:4r �`S A. HEY` ° �4b s R ' 4, *-s,-,_ °IONALti EXPIRES: 06/30/2019 December 12,2017 4 f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 • r Job Truss Truss Type Qty Ply LENNAR ' R52530974 • PL17-10 MAIN H F06 Floor 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:55 2017 Page 1 ID:i5i1 haUPLNjchS5MePglTmzjBiW-7FxY?xUWFX5w6p7igLIi06X?6p2Vb77AiwpbnLy9151 I 2-6-0 I I 1-9-12 I °I -6 31 Scale=1:28.1 1.5x3 II 3x8= 1.5x3 II 3x10= 3x4 II 3x8= 1.5x3 I I 3x5= 1 2 3 4 5 6 7 8 w _ _ lc,1 YE Mgr o 1 12 1 10 s 3x5 = 3x12 = 3x8 = 3x10= 1.5x3 II 8-10-8 I 8-7-8 8-7-8 8-gy01 0-- 15-11-4 7-0-12 '�6-5-121z1 0-6-8 0-1-8 Plate Offsets(X,Y)— 18:0-1-8,Eddel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.04 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.10 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012fTPI2007 Matrix-R Weight:69 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=222/0-6-0,13=312/0-2-8,11=856/0-5-8 Max Gray 8=263(LC 4),13=331(LC 3),11=856(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-907/0,3-4=-907/0,4-5=0/902,5-6=0/910,6-7=-685/20,7-8=-685/20 BOT CHORD 12-13=0/907,11-12=-288/0,10-11=-341/319 WEBS 2-13=-936/0,4-12=0/1027,4-11=-782/0,8-10=-20/706,6-10=0/541,6-11=-955/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. ��'tib PR 5FFs �r•SV ��GwEFR si�2y ZONIO 87022PE c 0 �,,rwAs ' �a C i• . A ti2 cks Y, �'.j, OREGON tip <V Igor/ N 'A� FtijBER \\ �� ,' / OS A. HE��P p„ 4,,S6T39 ' c'� sSIONALE � EXPIRES: 06/30/2019 December 12,2017 t f AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION I 3 " Center late on oint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 p j y (Drawings not to scale) offsets are indicated. IDamage or Personal Injury rantDimensions are in ft-in-sixteenths. 11,71k. Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS Q_1/1 G, 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p may require bracing,or altemative Tor I __ IL\illizilb, p2 bracing should be considered. 111 Illor O 3. Never exceed the design loading shown and never O a stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c-s C6- cs s F designer,erection supervisor,property owner and plates 0- 'lid'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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 P Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified.by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 1 Indicates location where bearings 16.Do not cut or atter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ihM1410 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NM 111111 0 18.Use of green or treated lumber may pose unacceptable ►_� environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal rall 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, iTe ks 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 • lot MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10 UPPER Fax 916/676-1909 LENNAR 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: R52530975 thru R52530978 My license renewal date for the state of Oregon is June 30,2019. o P 7GlNE '4\ , 9 87022PE ycn ,�, �A� OREGON (.15' � 'A�' AMBER Os, P A. HE�� t►� 19 • December 12,2017 Hernandez,Marcos 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. • IIIIN IMO im MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: PL17-10_UPPER Fax 916/676-1909 LENNAR 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: R52530975 thru R52530978 My license renewal date for the state of Washington is January 2,2019. o ZONIp �`' .b�afi ,p,361'fiR �� t, S OVALE f December 12,2017 Hernandez,Marcos 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. I . 0 Job Truss Truss Type Qty Ply LENNAR F R52530975 ` PL17-10_UPPER F01 Floor 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:55 2017 Page 1 I D:eUU DCVKJe_2SIc68h_JNEMzSIIz-OMBU HgprGSPcdOH UgCXNvcX?Op l wbBOAiwpbnLy9151 1 1-0-0 1 p-8-on 1-2-0 I Q-8-121 0-48 Scale=1:37.7 4x4 = 3x4 II 5x6= 4x5 = 4x4 = 3x5= 3x5= 4x4 = 4x4= 3x6 FP= 4x5 = 5x6= 1 2 3 4 5 6 7 8 9 10 :i,1:<3 14 15 16 17 18 19 20 21 22 23 o® a11' a 1i P N i =I I: i a i `Ii (9 �� i me o m Mil d 37 36 35 34 33 32 31 30 29 28 27 26 25 24 6x6= 6x8 - 3x6 FP= 5x6 II 5x6 II 5x6 I I 3x6 I I 3x6 I I 5x6 I I 6x6- 6x8 - 6x6= 6x6= 3x6 FP= I 22-3-12 I 22-3-12 Plate Offsets(X,Y)- 11:Edge,0-1-81,113:0-1-8,Edoe1,114:0-1-8,0-0-01,f23:0-1-8,Edge1,138:0-1-8,0-0-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.23 30-31 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(TL) -0.36 30-31 >728 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 24 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:145 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.0E(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 37=807/0-5-8,24=807/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1378/0,3-4=-1378/0,4-5=-2421/0,5-6=-2421/0,6-7=-3180/0,7-8=-3180/0, 8-9=-3647/0,9-10=-3647/0,10-11=3848/0,11-12=-3848/0,12-13=3687/0, 13-14=-3687/0,14-15=-3687/0,15-16=-3147/0,16-17=-3147/0,17-19=-2399/0, 19-20=2399/0,20-21=-1343/0,21-22=-1343/0 BOT CHORD 36-37=0/750,35-36=0/1939,33-35=0/2842,32-33=0/3457,31-32=0/3792,30-31=0/3799, 29-30=0/3687,28-29=0/3468,26-28=0/2813,25-26=0/1910,24-25=0/754 WEBS 2-37=-1071/0,2-36=0/923,4-36=-826/0,4-35=0/709,6-35=-619/0,6-33=0/496, 8-33=-407/0,8-32=0/280,12-30=-361/134,22-24=-1043/0,22-25=0/870,20-25=-834/0, 20-26=0/719,17-26=-609/0,17-28=0/491,15-28=-513/0,15-29=0/523 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t� 4)CAUTION,Do not erect truss backwards. ��(� o. PR R GF`ss �5 �NGINE�cR �� c 29 01ONIO Q 87022PE r (0% O was N -7 N�Aj, OREGON tip 4N j 1*0 UMBER 1� P�O ,,ti 44" 4)Fc szE9 �� A HERSSIONALties EXPIRES: 06/30/2019 December 12,2017 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. NM" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heixhts,CA 95610 0 7 Job Truss Truss Type Qty Ply LENNAR R52530976 -0 PL17-10_UPPER F03 Floor 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:56 2017 Page 1 ID:eUUDCVKJe_2SIc68h_JNEMzSIIz-UYktV9gT1 mXTEXsgEw2cSp4AzCLhKcEJxaZ8Joy915H 0-1-8 H I 1-0-0 I 10-11-12 II 1-2-0 Ifo-11-12 1 Scale=1:34.3 4x4 = 5x5 = 4x5= 4x4 = 4x4 = 4x4 = 4x4= 4x4 = 3x6 FP= 4x5= 5x5 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 11 XIII Ir,'/ \ - / \ -/ I ii m al e ►_ gr ►= 33 32 31 30 29 28 27 26 25 24 23 4x6 = 5x8= 3x6 FP= 4x5 = 4x5 = 4x5= 4x5 = 4x6= 5x8 = 4x5 = 4x6 = I 20-9-0 I 20-9-0 Plate Offsets(X,Y)- f8:0-1-8,Edoel,(9:0-1-8,Edge1,121:0-1-8,Edgel,f22:Edge,0-1-81,128:0-1-8,0-0-01,129:0-1-8,Edael,135:0-1-8,0-1-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.22 27 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.34 27-28 >719 360 BCLL 0.0 Rep Stress lncr YES WB 0.43 Horz(TL) 0.06 22 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 Matrix-R Weight:110 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.OE(flat) except end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 acing,. REACTIONS. (lb/size) 34=750/0-5-8,22=754/0-2-12 �� ANG N EFR 5,�2 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1221/0,3-4=-1221/0,4-5=-2126/0,5-6=2126/0,6-7=-2738/0,7-8=-2738/0, �� 87022PE �� 8-9=3058/0,9-10=-3215/0,10-11=-3215/0,11-12=3105/0,12-13=-3105/0, 13-14=-2741/0,1415=-2741/0,15-17=-2102/0,17-18=-2102/0,18-19=-1191/0, 19-20=-1191/0 BOT CHORD 33-34=0/665,32-33=0/1707,30-32=0/2472,29-30=0/3058,28-29=0/3058,27-28=0/3058, N ' 26-27=0/3185,25-26=0/2955,24-25=0/2454,23-24=0/1679,22-23=0/631 �'oOREGON o WEBS 2-34=-973/0,2-33=0/842,4-33=-735/0,4-32=0/635,6-32=-524/0,6-30=0/403, , Q 8-30=-609/0, -30=00/435,13-25=-324/0,9-27=-144/404-23=08 23=739/0,18-24=0/640,15-24=-533/0, 9onFMe ER \'` \' SA. HE9% NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. EXPIRES: 0630/2019 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)22. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ,, 'C) �► 49639 k/4; ), - GISTEg ' sSI°NAL� December 12,2017 1 1 WM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not lilt a truss system.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 Miele 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 1 4 Job Truss Truss Type Qty Ply LENNAR R52530977 PL17-10_UPPER F04 FLOOR 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:56 2017 Page 1 ID:eUUDCVKJe_2SIc68h_JNEMzSIIz-UYktV9gT1 mXTEXsgEw2cSp46aCKHKcnJxaZ8Joy915H I 1-4° i 14° I I 1-20 I I 11-8 I 2-6-0 I °N8 Scale=1:22.3 1.5x3 II 1.5x3 I I 4x6= 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 II 3x6 = 1.5x3 = 1 2 3 4 5 6 7 8 o N0 0 _ o A/ — _ 14 e e e o 1 12e 11 10 3x4= 4x5= 3x4= 3x8 = 3x6 = I 13-2-8 13-2-8 Plate Offsets(X,Y)— 111:0-1-8,Edael.112:0-1-8,Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.12 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.19 10-11 >842 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 Matrix-R Weight:62 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=568/0-5-8,13=573/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1189/0,3-4=-1189/0,4-5=-1189/0,5-6=1528/0,6-7=1528/0 BOT CHORD 12-13=0/600,11-12=0/1189,10-11=0/1495,9-10=0/1025 WEBS 3-12=-383/0,2-13=-793/0,2-12=0/780,7-9=-1124/0,7-10=0/556,5-11=-477/0 NOTES- , 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ��4D P R 0Fk- ,N., ANG NEER /02 cc 87022PE 444 9r • zONro �� 04 WA Q x,. ,A d y 4) OREGON tip <v BER \ OS A. HE��A �. ��sR' ' � sSIONAL- EXPIRES: 06/30/2019 December 12,2017 • I AWARNING-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 Milp a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Sudo 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 0 P Job Truss Truss Type Qty Ply LENNAR R52530978 4 PL17-10_UPPER F05 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 12 09:47:57 2017 Page 1 I D:eUUDCVKJe_2SIc68h_JNEMzSIIz-ykl FiVr6o3fkshRsodZr?1 cNfcm139FT9ElisEy915G I 1-4-0 I I 1-2-0 I I 0-10-0 I Scale=1:10.8 1 1.5x3 II 2 3x4= 3 1.5x3 II 4 3x4 = 51.5x3 II • J - e e \k° i, 1.5x3 II 9 8 7 6 3x4 = 3x4 = 3x4 = I 2-11-0 1 3-6-0 1 4-1-0 1 5-2-0 I 2-11-0 0-7-0 0-7-0 1-1-0 Plate Offsets(X,Y)-- 14:0-1-8,Edae1,18:0-1-8,Edoel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.01 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC20121TPI2007 Matrix-R Weight:26 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=185/Mechanical,9=185/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=-269/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. R ��Q`EO P OFFS �� 87022PE �� o�ov W a8' o ' N _ F - raj, OREGON tis J nI N 'P )1,/ )MBEF3 \''‘ fpr% a EXPIRES:06/30/2019 December 12,2017 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 161" 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 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. I:IL Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0_�j1fi 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I _ O .. bracing should be considered. 111-� O Ai d 3. Never exceed the design loading shown and never d CJ stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate o7 cs-i cs: F designer,erection supervisor,property owner and plates 0- 111€1'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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,ESRI 988 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 �i� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified.by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values 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. 1=0 reaction section indicates joint WimEIM number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MINIM1.3.--_-. 18.Use of green or treated lumber may pose unacceptable --4 environmental,health or performance risks.Consult with Industry Standards: project engineer before use. MI ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. e BCSI: Building Component Safety Information, rrko 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