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Plans (322) K\—c— O\ k — GC4Opt 4 i 4y. s;‘,v mc:dc lc= 1.,.1 ALL TRUSS TO BUILDING CONNECTIONS .,AHV ARE THE RESPONSIBILTY OF THE BUILDING DESIGNER OR THE ENGINEER OF RECORD Cif 1 3 2017 340x00 C Y Of- fIGr D , BUILDING DIVISION A03 ' v Project Info ' 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 0 0 N 9 a — 9 6/12 PITCH 1'-6" O.H. O V a a a 25-7-10 LOADING (COMP.) a a a a Y ,1ad1 150 DRAG Bol' 5 9 o GARAGE LEFT co2(qo h ' / A M \ . ,7 c , o U U,, 20-00-00 8-01-00 5-11-00 / 21-00-00 T 34-00-00 / 2567-A OAKWOOD AMERICAN BUILDER: LEN NAR HOMES DATE: 12-23-16 ABOVE PLAN PROVIDED FOR TRUSS PLACEMENT ONLY.REFER TO TRUSS pa umber LOT: SU BDIV: 25-7-10 CALCULATIONSTRRAL AWND ENS FOR AL & TRUSS COMPANY STRUCTURAL DRAWINGS FOR ALL FURTHER INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD FOR ALL NON-TRUSS PLAN: 2567-A OAKWOOD AMERICAN SALES: DM TO TRUSSSLE CONNECTION.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. MiTÔk 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. ,i1/4EO PROPFss � NGINEF"7 /029 89200PE yG 4.1 OREGON /O qy 14, 2°. 0- FRRIL�- v 4111104Pralr - • 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 ANSUTPI-1, Chapter 2. 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 Washington is May 16,2019. ORRILL of wnsF ` .t ..., f>; rF,Qw ° � ,,,5139. 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. ii 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:CgOBwyyg3rCJfl iuEHv4FNy66mt-8?3jYS9uppXZF2ZmDy?_GVDkwc2naghK0u9342yBjal 1-1-6-0 1 5-3-0 1 10-6-0 17-0-0 I 34-0-0 S6-Q-I 1-6-0 5-3-0 5-3-0 6-6-0 17-0-0 1-6-0 Scale=1:69.0 4x4= 6.0012 10 11 9 _ 12 7 52 8 . 5313 3x6 4x8----- 4 6 14 • 5 .. 15 3x4 J '�� 1617 4 18 a� 10 ru 3 : 19 3 cx6 I �• 38 20 • 3x6 �4 -`-• 3 _ 21 51 I _ ,g_ 44 _ 22 54 rn 2 _ 3x6 23 �I1 e 3x6 $ ® ® 8 8 9 ® ® ® 24Ih a = 34 II 4441k.4441111,4.4A444416.4.4‘.444k. 8 36 35 343x4= 3x8 = 3x4= 3x4= 4x4= 33 32 31 30 29 28 27 26 25 4x6= 3x6 II I 7-10-8 1 10-6-0 I 13-1-8 1 17-0-0 1 20-10-0 1 34-0-0 7-10-8 2-7-8 2-7-8 3-10-8 3-10-0 13-2-0 Plate Offsets(X.Y)-- [23.0-8-0.0-0-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d 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 Ina YES WB 0.25 Horz(CT) 0.06 33 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 BCDL 10.0 (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 QED PROFF OTHERS 2X5-4 DF Std G:2X6 DF No.2 G ���NG,INIFF�x'/02 REACTIONS. All bearings 13-5-8 except(jt=length)2=0-5-8. �� 89200 PE �� (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 \Z5E4 ! / i C except 23=1311(LC 58),33=1181(LC 1),33=1181(LC 1),2=1855(LC 31) yFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-51=-3645/3158,3-51=-3127/2935,3-4=-2715/2265,4-5=-2237/1814,5-6=-1395/1506, e 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 WEBS 10-37=-286/168,5-42=1320/578,41-42=-1290/566,40-41=-1350/594,39-40=-1392/613, �,` 38-39=-1479/669,37-38=-1620/780,37-43=-1692/855,43-44=-1710/870, A4,9 p' "�V 33-44=-1722/888,5-36=-175/413,3-36=-316/304,5-35=-153/493,35-38-481/326, f � ,,,fie),_ ?O 0 13-33=-278/90 7 H NOTES- 4 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 ";f`�, (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; "d,fy X1398 kz cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; .4 _,,c1 Lumber DOL=1.60 plate grip DOL=1.60 .••�, TE _. . 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`3101VALti�� 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 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 'V 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 ID:CgOBwyyg3rCJfliuEHv4FNy66mt-8?3jYS9uppXZF2Zm Dy?_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 Vu"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Ivor 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 Ir - 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 I-1-6-0 1 6-0-5 I 10-10-1 I 17-0-0 23-1-15 1 27-11-11 i 34-0-0 135-6-01 1-6-0 6-0-5 4-9-11 6-1-15 6-1-15 4-9-11 6-0-5 1-6-0 Scale:3/16"=1' 4x6= 6.00 12 6 iii 24 25 3x4*23 26 3x4 4x4% 5 7 4x4 8 ' \ 1.5x4 \\ 4,0, i1 1.5x4// ° 3 9 27 22 10 411 4.2 r-. tmi 11 Iv 15 28 29 14 13 30 31 12 d 3x4= 3x6 = 3x4 = 3x6 3x6 * 3x8= I 8-9-4 I 17-0-0 I 25-2-12 I34-0-0 I 8-9-4 8-2-12 8-2-12 8-9-4 Plate Offsets(X Y)— [2:0-2-9 0-1-8].[4:0-2-0.Edge].[8.0-2-0.Edge].[10'0-2-9.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid 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 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:161 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 7-14,5-14 ��90 PROFFss _`GINE / REACTIONS. Maxize) 2=179(4/0-5-8,2=1524/0-5-8 �,� \_ F,9 DA9 MaHarz 2=179(LC 14) f� Max Upliftl0=-359(LC 15),2=-359(LC 14) 89200PE T FORCES. (lb)-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 O k' BOT CHORD 2-15=-566/2218,15-28=-400/1890,28-29=-400/1890,14-29=-400/1890,13-14=-277/1890, -p it/OREGON (/ 13-30=-277/1890,30-31=-277/1890,12-31=-277/1890,10-12=-388/2218 WEBS 6-14=-190/1020,7-14=-741/316,7-12=-57/402,9-12=-278/212,5-14=-741/315, "7O qy 14 `.0 5-15=-56/402,3-15=-278/211 M �R F 11-\`' L��P 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 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 ,RR LX, 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. 4 01 :?t 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Y-" 1 �... Gj, fit between the bottom chord and any other members,with BCDL=10.0psf. ,4.-�. ' "i _ 7)A plate rating reduction of 20%has been applied for the green lumber members. '� �� 8)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at hints except t=Ib 10=359, P P joint(s) P G- ) No,� 2=359. if:r 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum `b X1398 k,� sheetrock be applied directly to the bottom chord. o'k�`4rsTEW 4'' December 6,2017 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Kir 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 ANSIT(PIl 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 j 1-6.0 I 17-0-0 17-0-0 I 34-0-0 1-6-0 4x4= Scale=1:67.3 6.00 15 16 14 13 - 17 56 12 55 18 3x4----- 11 19 10 20 3x4 ri 8 9 - 21 d 7 ca 1 g ; r� 23 °'' 6 24 5 25 4 - 26 3 27 54 57 2 1 $ $ $ @ $ @ @ $ @- $ $ i $ tt 8 $ 8 @ 8 li $ @ 26 291`.3V V VVV V V V V V V V, V V V V V V V V V V V V V Y W V V V V VW VVVYWVVW V V V V V V V V V O, 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= I 34-0-0 I 34-0-0 Plate Offsets(X Y)- [22:0-0-0 0-0-0] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.01 29 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.01 29 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 28 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (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 2X4 DF Std G WEBS 1 Row at midpt 15-42 ��fEQ PRQFFsci' REACTIONS. All bearings 34-0-0. c� NGINEF /v (Ib)- Max Horz 2=179(LC 14) CO. V 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, 4489200PE -^, 37,36,35,34,33,32,31,30 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, -y> A_OREGON l(¢ 16-17=-100/316,17-56=-78/275,18-56=-86/270 G "1, N� k NOTES- ,O 1y 14 rL0 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 0iRKA' 4, (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 BRILL non-concurrent with other live loads. J� B � 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 4' ,�w- 'G 2t 8)Gable studs spaced at 1-4-0 oc. 4 /ie ei-,,,c, �? "�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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • fit between the bottom chord and any other members. r 11)A plate rating reduction of 20%has been applied for the green lumber members. 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, 0� ,f, .51398,0 k 47,48,49,50,51,52,53,40,39,38,37,36,35,34,33,32,31,30. A 4ISTs 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. S• S'/.0.. LV�G December 6,2017 I I MUM A WARNING-Verily 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 ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 , Job Truss Truss Type Qty Ply LENNAR HOMES-2567-A OAKWOOD AMERICAN K3995564 2567-A B01 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 I D:CgOBwyyg3rCJfliuEHv4FNy66mt-OmJ ENpCOt11?jftXSn4wRLOWzDVwWhsvJ W7H DgyBjaE I -1-6-0 I 10-6-0 I 21-0-0 172-1-8 1-6-0 10-6-0 10-6-0 1-1-8 Scale=1:40.9 4x4= 9 VI 106 O o 1134 6.00 12 337 6 • 12 M 5 . . 13 r 4 . 14 15 3 35 32 . d1 2 : 8 8 8 4, E . @ ® 9 @ 16 17 d 3x4= 31 30 29 28 27 2625 24 23 22 21 20 19 18 3x4= 3x4= I 21-0-0 I 21-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 17 n/r 120 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 17 n/r 120 TCDL 7.0 ert( ) BCLL 0.0 Rep Stress Incr 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 4‹,90� PROFFS REACTIONS. All bearings 21-0-0. ONE s1 (Ib)- Max Horz 2=120(LC 14) ? N Q* 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 v 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 4t 89200PE fir" 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 CC (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,Corner(3)10-6-0 to 13-6-0 zone;cantilever left 9G I OREGON i(/ and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 .9y 0\ plate grip DOL=1.60 Q 4 2 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 10- v` 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. 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. _c RRILL 10)*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 t1 LV" .Q. fit between the bottom chord and any other members. 4 a'0. '''t>, 11)A plate rating reduction of 20%has been applied for the green lumber members. , G 'F' 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, op - ,)O 0 31,23,22,21,20,19,18,16. � ,` - 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. k% .,.,:t.0 � 51398 k �.� �a, � :STs `r'VONAL V 6 December 6,2017 I I r_.- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 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:CgOBwyyg3rCJfIiuEHv4FNy66mt-Uzscb9D1eL9sLpSkOVb9zZxgydgFF8s3YAsgIGyBjaD -1-6-0 I4-11-8 I 1-6-0 4-11-8 1.5x4 I I4 Scale=1:18.6 3 1.5x4 II 6.00 12 ' • 1.5x4 II 16 15 • • • 14 Alliiiillit 2 I ■ 1 aI -• I iiilli ,1 1.5x4 II 1.5x4 II 6 I 5 3x4= 1.5x4 II I 4-11-8 I 4-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 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 Incr 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 ` cG O PROFc OTHERS 2X4 DF Std G 4�G `ss REACTIONS. (lb/size) 2=332/0-5-8,6=181/Mechanical % `,�NG`�N�Fq /% Max Horz 2=127(LC 13) Max Uplift2=-103(LC 14),6=-62(LC 14) 89200PE T 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- O OREGON �Cr 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 7'G A_ �� (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 '9y 2� vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q 14, RQ. 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 10- Gable End Details as applicable,or consult qualified building designer as perANSI/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. 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 20.0psf 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 LL B 9)A plate rating reduction of 20%has been applied for the green lumber members. �y"� >, 7 10)Refer to girder(s)for truss to truss connections. O ;11+1ASl`rW ,, 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) `iy � Cd; 2=103. /Aiy A0+yi'it, 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum s 40. sheetrock be applied directly to the bottom chord. ' ,,c).$ 4, .51398 / SSIQNALE�G December 6,2017 ' 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only-with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 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 Mar27 2015 Print:8.130 s Sep 25 2017 MiTek Industries,Inc.Wed Dec 6 11:22:12 2017 Page 1 I D:CgOBwyyg3rCJfliu EHv4FNy66mt-mW_XgrfPLzxGyVbSv0422JzG4Lye WzHfGvbzbuyBg WP -1-6-0 6-5-8 I 1-6-0 6-5-8 1.5x4 I Scale=1:22.2 3 4 ,st�EO P R op i1/4 89200PE r' 6.00 ,2 12 11 127 .4 OREGONNtx /441:5* 10� '9y 14iZp P�.. 'yFRRi1-L� 2 N EXPIRES: 12- -2019 110M. 6 3x4 = 1.5x4 II 5 6-5-8 I 6-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.06 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.17 6-9 >449 180 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-AS Weight:25 lb FT=20% BCDL 10.0 g 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. ALL 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 joint 6. 1� `--1->„ 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 1;6 sheetrock be applied directly to the bottom chord. �F✓14' ., ° I • .51398 IQNALti�G December 6,2017 t , WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • • Job Truss Truss Type Qty Ply LENNAR HOMES-2567-A OAKW00D AMERICAN • K3995567 2567-A CO3 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 08:53:21 2017 Page 1 ID:CgOBwyyg3rCJfl iuEHv4FNy66mt-z9Q_oVEfPfH izzl waC60 WmTpd 19F_b6CmgcNHiyBjaC I -1-6-0 6-5-8 I 1-6-0 6-5-8 Scale=1:23.0 3 4 • 6.0012 1111 • 18 17 in 05 16 r 2 '. w A w b U I A r Ot 1 ►' 6 5 4x4= I 6-5-8 I 6-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 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 Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G ` G` PR c OTHERS 2X4 DF Std G '`��`D r ROpS. REACTIONS. (lb/size) 2=407/0-5-8,6=231/Mechanical �� �'NGtINFF'9 /a* Max Horz 2=161(LC 13) Max Uplift2=-122(LC 14),6=-79(LC 14) 89200PE Max Grav2=418(LC 21),6=267(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-205/292 NOTES- L 4-,OREGON\� tlCt 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 / '92.`" +^ (evelope)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 O r 141 '4?'''vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 MFRR 11.-‘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. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ALL, 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 11:>, fit between the bottom chord and any other members. 4 QV :> 10)A plate rating reduction of 20%has been applied for the green lumber members. .00 �r �+' 11)Refer to girder(s)for truss to truss connections. /-14 t :. �O . 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) - 2=122. it 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum 17 sheetrock be applied directly to the bottom chord. .i6 {i SSIUNALe December 6,2017 t 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,a mi11111 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 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a I (Drawings not to scale) Damage or Personal Injury offsets are indicated. 9 1 rY r�� Dimensions are in ft-in-sixteenths. 111%46, 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 BCSI. 2. Truss bracing must be designed by an engineer.For 0'1/16 4 wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I ., p bracing should be considered. 10. O O= 3. Never exceed the design loading shown and never A � U stack materials on inadequately braced trusses. OF O 4. Provide copies of this truss design to the building c7-e c.-7 C5-6 designer,erection supervisor,property owner and For 4 x 2 orientation,locate P p y BOTTOM CHORDS all other interested parties. plates 0- lie from outside 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. connectorlates. THE LEFT. P 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. II 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. 1h=110 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. M_gMOI18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice foHandling, jl'e od ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 v