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Plans (104) z t II ca 41.1 103-06.00 w 47 `o U m (� 15'6 3/4"OVERALL WALL j t HEIGHT HERE(VERIFY III) 1'5-1/2"OVERALL HEELS USED HERE ID' gm 0= 1" PLEASE VERIFY III(DIFFERS FROM PLAN) °5 e TdJIB"OVERALL 45-08-00 if tl. v HEELS HEIGHTS ON I� E ATTIC TRUSSES ...... -0&00 y o ¢i o �-�� 80-02-00 14-06-00 �"� 9 V J k j ffFg60,f1��" J Nq AIM AIIIIIIIIIIIIIIIM USE LUS24(UNO) nf,ffi4 b A04 ff gi.sillF 13 a O3 liii,. NOM 111111111 1 STRUCT,SCISSOR �. 11111 TRUSS HER: •c LADDER FRAME HERE -.ateo„, , imilmrili: waBs, s,n -. 15 k 111.1;16-07-00 ; THIS UPPER AREA I. STICK FRAME c IS TO BE STICK HERE PER PLAN 1/41\1/4J _ FRAMED PER PLAN o��+�D : H:111____:.....7:E.RE �v p > k 22 6 as ill 1 I '—'787"---- _� L111!11hI!t11II IM N Ao1 IPIiHhoiIIIU ” 0-06 N W .to;� $ 0 m . CIIW INFWAN Mr=IIIIMIIMIIIIMIK .73 -J (.0 0 .7 27.10-0 iiieo1 18'6-5/8"OVERALL WALL ilio m....l,,r.o1l g z J HEIGHT HERE...DIFFERS FROM THE A__ _ _ y PLAN TO MAKE ROOF PLANE WORK AS e IT SLOPES DOWN TO FRONT WALL... STICK FRAM voco HERE PER PLAN a PLEASE VERIFY THIS CONDITION III #I ce '.- 0-11-06 1-- C) REG.2X4 7/12 TRUSS V-4-3/8"OVERALL Z r HEEL HGT.OF 4-5/16" HEEL HEIGHT HERE Ov a1 29-00'00 OVERALL HERE PER PLAN SECTIONS o 2 O li PLEASE VERIFY ALL SPANS, PITCHES, 0 Z Z mco OVERGHANGS, HEEL HEIGHTS,WALL HEIGHTS GUTTER LINES ARE NOT THE SAME Ld W 1n PRIOR TO FABRICATION OF TRUSSES 11! IN THESE TWO LOCATIONS PER PLAN !1! d- o o o, W N x— —' LU 0 aa)i LI7 W x v = CO z o a .----- LU w m I— C MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 18514 LEDGEWOOD-NIX RES LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K1947704 thru K1947739 My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. tip PRO FFss �� NAGINEk- ,p 4t" "1j L4,OREGON/O i`l y 14 `2P'\ ' P '� 11A- May 2,2016 Baxter,David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947704 18514_LEDGEWOOD-NIX_-,A01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:05 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1oOzKZHE-nsNBkxJaUgRrkRagyA2tIk2XXhtWd4gFLxepZUzKV08 -0-5-4 30-6-0 y1-6-OI 1 z-5-124 1 24$-12 9-&11 728-0 114:-0 11E6-0 1 1s-5-5 I 241-541 l 2sE-2 1 zs-o-o 291514 I {o-1 2-5-14 z-0-14 4-11-15 2-11-5 2-0-0 2-0-0 2-11-5 4-11-15 2-0-14 2-5-14 0-5-0 0-5-4 1-0-12 3x6 I 18x8 = 8x8 3x6 Scale=1:82.7 = 6 7 3x8= `i0�Ii' 3x8 20 21.� 3x6 :8F, qxq II 3x6 II x8 118x8 I I 10x10 00 12 4 9 10x10 O 3 M. 10 4x6 i 1� IIiiiii 6111 fag' A. 2 i A , 19 18 17 16 15 14 13 5x8 8x8= 4x12 8x12 M18SHS= 4x12 H 8x8 =5x8 II 3x6 H 3x6 II 3x6 II 3x6 II 29-0-0 �9- 2-5-14 1 4:-12 24-5-4 26:-2 1z8-z-11 I 9- 1-&9 2-0-14 19-10-8 2-0-14 1-6-9 -5 Plate Offsets(X,Y)- [2:0-3-0,0-1-8],[4:0-0-11,0-4-12],[7:0-5-4,Edge],[9:0-0-11,0-4-12],[11:0-3-0,0-1-8],[13:Edge,0-3-8],[14:0-3-8,0-5-12],[15:0-9-0,0-0-0],[17:0-9-0,0-0-8], [18:0-3-8,0-5-12] LOADING(psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.40 15-17 >869 360 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.63 15-17 >549 240 M18SHS 220/195 BOLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.01 13 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Wind(LL) 0.06 15-17 >999 240 Weight:349 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G"Except" TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except T2:2X12 DF No.1 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-7. BOT CHORD 2X12 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G`Except" JOINTS 1 Brace at Jt(s):20,21 W5,W4,W1:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=1412/0-5-8,13=1412/0-5-8 Max Horz 19=-414(LC 10) Max Uplift 19=-209(LC 12),13=-209(LC 13) Max Gray 19=1809(LC 21),13=1809(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1469/184,3-4=-1987/225,4-5=-1344/394,5-6=-458/195,2-19=-2520/338, 11-13=-2519/337,7-8=-464/188,8-9=-1343/394,9-10=-1989/226,10-11=-1467/184, 6-7=-305/392 BOT CHORD 18-19=-393/370,17-18=-82/1295,16-17=-77/1320,15-16=-77/1320,14-15=-81/1294 WEBS 5-20=-1457/342,20-21=-1429/335,8-21=-1449/337,4-17=-42/1583,9-15=-39/1587, 3-18=-1242/88,10-14=-1246/90,2-18=-115/2058,11-14=-114/2057 NOTES- 0 PR©k-F 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS t.S (envelope)gable end zone and C-C Comer(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 12-6-0,Comer(3)12-6-0 to 19-6-0,Exterior(2)19-6-0 <�� G]� �CR t5'fe;) to 30-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for (? 1 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C 89200 P E 9r- 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)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs fl ,AV/� non-concurrent with other live loads. 0 - CC ONiti 5)Provide adequate drainage to prevent water ponding. '9y A- tk A. 6)All plates are MT20 plates unless otherwise indicated. + _Y 0 7)All plates are 1.5x4 MT20 unless otherwise indicated. Q A 14 2 fe)Q 8)Gable studs spaced at 1-4-0 oc. 'I'/< 1?R 10- 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 qq ))fit between the bottom chord and any other members. EXPIRES: 12/31/2017 Cofltmueagon page nd(5.0 psf)on member(s).4-5,5-20,20-21,8-21,8-9 May 2,2016 4 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,notMt 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(T911 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 r t Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947704 18514_LEDGEWOOD-NIX_-Sk01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 5 Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:05 2016 Page 2 ID:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-nsNBkxJaUgRrkRagyA2tIk2X(htWd4gFLxepZUzKVO8 NOTES- 12)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.15-17 13)A plate rating reduction of 20%has been applied for the green lumber members. 14)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)19 and 13.This connection is for uplift only and does not consider lateral forces. 15)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17)Attic room checked for L/360 deflection. t 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,D511-89 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 LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947705 18514_LEDGEWOOD-NIX_-3k02 ATTIC 9 1 Job Reference(optional) Parc Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:06 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1oOzKZHE-FHxayHKCF7ZhLb90WtZ6HxbiG5DIMXsOabOM5wzKV07 -0-5-4 /1.0-0.-012) 1 2-5-1a 1 48-1z 1 9-6-11 1 12-6-0 148-0 168-0 19-s-5 1 248-0 1 288-2 29-0.0 29I 514 -0-i 2-5-14 2-0.14 4-11-15 2-11-5 2-0.0 2-0-0 2-11-5 4-11-15 2-0-14 2-5-140 0-5-0 0-5-4 8x8 = 8x8= Scale=1:75.8 3x8 = 6 25 _ 26 7 `��I11 3x8= 22 5 'i11` 8 23 19 20 4x4 II 1.5x4 11 8x8 H8x8 11 v 10x10 i 7 ;'.00 112 4 9 10x10 �� q 3 II pi 24 6 4x6 21 1� ,1U 4x6 O 2 A I� 1741 fi ii i tm , 18 17 16 15 14 13 12 5x8 8x8= 4x12 8x12 M18SHS = 4x12 II 8x8= 4x8 11 9- 2-5- -12 29-0-0 I24-5-4 1 268-2 128-2-11 I -9- 1-B-914 2-048-14 19-10-6 2-0-1 1-6-9 a9.5 Plate Offsets(X,Y)— [2:0-3-0,0-1-8],[4:0-0-11,0-4-12],[7:0-5-4,Edge],[9:0-0-11,0-4-12],[11:0-3-0,0-1-8],[12:Edge,0-3-8],[13:0-3-8,0-5-12],[14:0-9-0,0-0-0],[16:0-9-0,0-0-8], [17:0-3-4.0-5-12] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.40 14-16 >869 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.63 14-16 >549 240 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) 0.01 12 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Wfnd(LL) 0.06 14-16 >999 240 Weight:318 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins, except T2:2X12 DF No.1 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-7. BOT CHORD 2X12 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G*Except* JOINTS 1 Brace at Jt(s):19,20 W5,W4,W1:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=1415/0-5-8,12=1303/0-5-8 Max Horz 18=402(LC 9) Max Uplift18=-208(LC 12),12=-162(LC 13) Max Gray 18=1813(LC 21),12=1721(LC 2) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-1474/140,3-21=-1413/150,3-4=-1992/146,4-22=-1348/285,5-22=-1158/326, 5-6=-453/196,2-18=-2528/273,11-12=-2421/190,7-8=460/189,8-23=-1157/327, 9-23=-1347/286,9-24=-1955/153,10-24=-2004/147,10-11=-1458/143,6-25=-297/394, 25-26=-297/394,7-26=-297/394 BOT CHORD 17-18=-381/347,16-17=-116/1283,15-16=-111/1309,14-15=-111/1309,13-14=-117/1282 WEBS 5-19=-1466/311,19-20=-1435/309,8-20=-1456/311,4-16=-39/1584,9-14=-13/1593, 3-17=-1242/88,10-13=-1260/123,2-17=-111/2065,11-13=-131/2027 NOTES- � tiD PR Open 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �GJ �1 ]N; �R / (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 12-6-0,Exterior(2)12-6-0 to 19-6-0,Interior(1)19-6-0 ,c,,-1" 1" to 28-104 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for Q- 89200PE, 9r- 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)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. � 4)Provide adequate drainage to prevent water ponding. (� /I' . 5)All plates are MT20 plates unless otherwise indicated. j7- 4, 0• ON 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- 6\ S 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Qa- 2 Pr fit between the bottom chord and any other members. 'Y,�R R t t.-\-- 8)Ceiling dead load(5.0 psf)on member(s).4-5,5-19,19-20,8-20,8-9 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-16 10)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12/31/2017 Continued on page 2 May 2,2016 t r AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1(11.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MBr is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the [Tek fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7911 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Solely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947705 18514_LEDGEWOOD-NIX_-. 02 ATTIC 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:06 2016 Page 2 ID:EgOC1 vL?tul3cgHKAFn1 o0zKZHE-FHxayH KCF7ZhLb9OWtZ6HxbiG5DIMXsOabOM5wzKVO7 NOTES- 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)18 and 12.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Attic room checked for L/360 deflection. 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 Wield)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/7PI1 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 I Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC 18514 LEDGEWOOD-NIX -31.03 K1947706 ATTIC 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:06 2016 Page 1 I D:EgOC 1 vL?tul3cgHKAFn1 oOzKZHE-FHxayHKCF7ZhLb90WtZ6HxbiG5DIMXsOabOM5wzKV07 -0-5-4 18-0 2-5-14 4-6-1 98-11 12-6-0 14-6-r 18-6-0 19-5-5 24-5-4 26-6-2 29-0-0 2r-5 -0-1 2-5-14 2-0-14 4-11-15 2-11-5 2-0-0 2-0-0 2-11-5 4- 11-15 2-0-14 2-5-14 0-5-4 0-5-4 8x8 = 8x8= Scale=1:75.8 3x8 = 6 25 _. 26 7 `l-''//e fi 3x6= 22 5 A. _i\ 8 23 19 20 4x4 H 1.5x4 I I 8x8 H )irii : 10x10 i d x,.00 I1122 4 1 2 '' 1 si j n •. 18 17 16 15 14 13 •12 5x8 II 808= 4x12 H 8x12 M18SHS = 4x12 11 8x8= 4x8 11 A z-6-14 48-12 29-0-0 24-5-4 - .2- -9- 1-8-9 7-0-14 8 2-026-6z 26-1. 1-B-119�9 19-10 -51 Plate Offsets(X,Y)- [2:0-3-0,0-1-8],[4:0-0-11,0-4-12],[7:0-5-4,Edge],[9:0-0-11,0-4-12],[11:0-3-0,0-1-8],[12:Edge,0-3-8],[13:0-3-8,0-5-12],[14:0-9-0,0-0-0],[16:0-9-0,0-0-8], [17:0-3-4.0-5-12] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.40 14-16 >869 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.63 14-16 >549 240 M18SHS 220/195 BCLL 0.0 • Rep Stress lncr YES WB 0.85 Horz(TL) 0.01 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Wind(LL) 0.06 14-16 >999 240 Weight:318 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins, except T2:2X12 DF No.1 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-7. BOT CHORD 2X12 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G*Except* JOINTS 1 Brace at Jt(s):19,20 W5,W4,W1:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=1415/0-5-8,12=1303/0-5-8 Max Horz 18=402(LC 9) Max Upliftl8=-208(LC 12),12=-162(LC 13) Max Gray 18=1813(LC 21),12=1721(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-1474/140,3-21=-1413/150,3-4=-1992/146,4-22=-1348/285,5-22=-1158/326, 5-6=-453/196,2-18=-2528/273,11-12=-2421/190,7-8=-460/189,8-23=-1157/327, 9-23=-1347/286,9-24=-1955/153,10-24=-2004/147,10-11=-1458/143,6-25=-297/394, 25-26=-297/394,7-26=-297/394 BOT CHORD 17-18=-381/347,16-17=-116/1283,15-16=-111/1309,14-15=-111/1309,13-14=-117/1282 WEBS 5-19=-1466/311,19-20=-1435/309,8-20=-1456/311,4-16=-39/1584,9-14=-13/1593, 3-17=-1242/88,10-13=-1260/123,2-17=-111/2065,11-13=-131/2027 NOTES- -1,0'. E p Qp��s 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 '�9 �NGtNEFR /p (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 12-6-0,Exterior(2)12-6-0 to 19-6-0,Interior(1)19-6-0 ltr� to 28-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MFRS for 'Ct.''Ct.' 89200P E p Wt,,,• 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)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 74 4)Provide adequate drainage to prevent water ponding. 1M 1., 5)All plates are MT20 plates unless otherwise indicated. q . 4 OREGON� N. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ~l Q 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will /� AA�- 2 Q fit between the bottom chord and any other members. 'Vl r3�R LV 8)Ceiling dead load(5.0 psf)on member(s).4-5,5-19,19-20,8-20,8-9 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-16 10)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 2/ 1/2017 Continued on page 2 May 2,2016 a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev-10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYI R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPl1 Quality Crteda,051-89 and BCSI Building Component 250 King Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947706 18514 LEDGEWOOD-NIX_-303 ATTIC 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:06 2016 Page 2 ID:EgOC1vL?tu13cgHKAFn1o0zKZHE-FHxayHKCF7ZhLb90WtZ6HxbiGSDIMXsOabOMSwzKV07 NOTES- 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)18 and 12.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Attic room checked for L/360 deflection. I 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the F VI 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 f Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947707 18514_LEDGEWOOD-NIX_—%o4 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:08 2016 Page 1 ID:EgOC 1 vL?tul3cgHKAFn1 o0zKZHE-Bg3KNzLTnIpPbvJPelbaMMg2mvuDgRPh2vtTApzKV05 -0-5-4 30-6-0 11-6-00 1 2-5-14 1 46-12 96-11 1 12-6-0 1 127_00 1 16-6-0 1 19-5-5 24-5d 1 26-6-2 1 29-0-0 29(5)4 1 0.1 2-5-14 2-0-14 4-11-15 2-11-5 2-0.0 2-11-5 4-ii-15 2-0.14 2-5-14 0.5-4 0-5-4 1-0-12 3x6 H 8x8= 8x8 =3x6 I I Scale=1:82.7 6 7 3x8= `Irai li 3x8= 5 X1111 101111. 8 20 21-_ 3x6 I I 4x4 I I 3x6 I I 8x8 I I8x8 I I 00 12 10x10-2 4 9 10x10 g , A pi 10 4x6 i 3 O. ll 11111111112 A y ffl SS i : r rTiT . , 19 18 17 t6 15 14 13 5x8 6x8= 4x12 8x12 M18SHS= 4x12 H 8x8 =5x8 3x6 I I 3x6 I I 3x6 I I 3x6 I I 29-0-0 9- 2-5-14 42-6.0:11422 24-5-4 126-6-2 128-2-lII -8- 1-8-9 19-10-8 2-0.14 16-9 tl-9. Plate Offsets(X,V)- [2:0-3-0,0-1-8],[4:0-0-11,0-4-12],[7:0-5-4,Edge],[9:0-0-11,0-4-12],[11:0-3-0,0-1-8],[13:Edge,0-3-8],[14:0-3-8,0-5-12],[15:0-9-0,0-0-0],[17:0-9-0,0-0-8], [18:0-3-8.0-5-12] TOL DING(psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.40 15-17 >869 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.63 15-17 >549 240 M18SHS 220/195 BCL2 0.0 • Rep Stress Incr YES WB 0.84 Horz(TL) 0.01 13 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Wind(LL) 0.06 15-17 >999 240 Weight:349 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except T2:2X12 DF No.1 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):6-7. BOT CHORD 2X12 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G*Excepts JOINTS 1 Brace at Jt(s):20,21 W5,W4,W1:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=1412/0-5-8,13=1412/0-5-8 Max Horz 19=-414(LC 10) Max Uplift19=-209(LC 12),13=-209(LC 13) Max Gray 19=1809(LC 21),13=1809(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1469/184,3-4=-1987/225,4-5=-1344/394,5-6=-458/195,2-19=-2520/338, 11-13=-2519/337,7-8=-464/188,8-9=-1343/394,9-10=-1989/226,10-11=-1467/184, 6-7=-305/392 BOT CHORD 18-19=-393/370,17-18=-82/1295,16-17=-77/1320,15-16=-77/1320,14-15=-81/1294 WEBS 5-20=-1457/342,20-21=-1429/335,8-21=-1449/337,4-17=-42/1583,9-15=-39/1587, 3-18=-1242/88,10-14=-1246/90,2-18=-115/2058,11-14=-114/2057 NOTES- 0 PRo [ 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, L)s�r (envelope)gable end zone and C-C Comer(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 12-6-0,Comer(3)12-6-0 to 19-6-0,Exterior(2)19-6-0 SCJN�]"E, '� ',0 to 30-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for c' I'reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 7 $92P 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=1.1411. O" 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 1 r C' non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. -9 OREGON to 6)All plates are MT20 plates unless otherwise indicated. L/6 414 `4.0 �C 7)All plates are 1.5x4 MT20 unless otherwise indicated. A I 8)Gable studs spaced at 1-4-0 oc. .R R 1LA- 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. EXPIRES: 12/31/2017 atmueagonePaad9 eoed(5.0 psf)on member(s).45,5-20,20-21,8-21,8-9 May 2,2016 I 1 WARNING-Ve MIMI rify 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 Mifek®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 IYI IL I Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the B li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,050.89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947707 18514_LEDGEWOOD-NIX_-3+,04 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:08 2016 Page 2 I D:EgOC 1 vL?tul3cgHKAFn1 oOzKZHE-Bg3KNzLTnlpPbvJPelbaMMg2mvuDgRPh2vtTApzKVO5 NOTES- 12)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.15-17 13)A plate rating reduction of 20%has been applied for the green lumber members. 14)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)19 and 13.This connection is for uplift only and does not consider lateral forces. 15)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17)Attic room checked for L/360 deflection. f WARNING-V �'design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7477 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI R A'T�1." is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I !i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7911 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947708 18514_LEDGEWOOD-NIX_-EA-CAPS KINGPOST 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:08 2016 Page 1 ID:EgOC 1 vL?tul3cgHKAFn1 oOzKZHE-Bg3KNzLTnIpPbvJPelbaMMgBgvzugeYh2vtTApzKV05 2-0.0 4-0-0 2-0-0 2-0-0 3x4 Scale=1:11.4 2 9.00 12 3 1 r r I d 3x4 � =' 3x4 O 2-0-0 4-0-0 2-0-0 2-0-0 Plate Offsets(X.Y)- [2:0-2-10.0-1-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.04 1-3 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.05 1-3 >841 240 TCDL 7.0 ert( ) BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a Code IBC2012/TPI2007 (Matrix) Wind LL 0.00 1 *•"* 240 Weight:12 lb FT= 0" BCDL 10.0 Wind(LL) 9 2 h LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=174/0-3-8,3=174/0-3-8 Max Horz 1=-38(LC 8) Max Upliftl=-21(LC 12),3=-21(LC 13) Max Gray 1=270(LC 20),3=270(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=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)*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. 4)Ceiling dead load(5.0 psf)on member(s).1-2,2-3 5)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.1-3 6)A plate rating reduction of 20%has been applied for the green lumber members. . C(j PR oxe 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift -c Ots1 only and does not consider lateral forces. Gj G)N9 r�� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �C? ?i 9)Attic room checked for L/360 deflection. $9200 P E c 4,OREGON tx -9Y142.' P4 EXPIRES' 12/31/2017 May 2,2016 4 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7177 rev.10/09/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �F a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' A'Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947709 18514_LEDGEWOOD-NIX -SA-CAPSGE GABLE 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:09 2016 Page 1 ID:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-fsdiaJM5Y2xGC3tbB06pvaDMalMzZ5orGZc1 iFzKVO4 2-0-0 I 4-0-0 I 2-0-0 2-0-0 4x4 = Scale=1:11.4 2 9.00 12 r_, 3 AL, A4116\ 1 Ilir II d lod ='3x4 �i =' hi IA '/ W. 4 1.5x4 I I 3x4�� 1 2-0-0I 4-0-0 I 2-0-0 2-0-0 Plate Offsets(X.Y)-- [2:0-2-0.E.gej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 1 >999 360 MT20 220/195 TCDLSnow=25 00 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 1-4 >999 240 7. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Wind(LL) 0.00 4 ."' 240 Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=151/0-3-8,3=151/0-3-8,4=46/0-3-8 Max Horz 1=-38(LC 8) Max Uplift 1=-34(LC 12),3=-34(LC 13) Max Gray 1=177(LC 20),3=177(LC 21),4=232(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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)Gable studs spaced at 1-4-0 oc. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Ceiling dead load(5.0 psf)on member(s).1-2,2-3 �'4�� P Opt- 6) 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.1-4,3-4 �C- ��G1 NE' /7 8)A plate rating reduction of 20%has been applied for the green lumber members. ��? 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift rt. 89200P E 9r- only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Attic room checked for L/360 deflection. 0 CC -yL 4OREGON , ,N,o <0 A}- 1444oNP' ''FRR 1L\- EXPIRES' 12/31/2017 May 2,2016 A r r l w WARNING•Verily design parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERENCE PAGE M/6747J rev.10/03/2015 BEFORE USE.Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI it AiTek* 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/7PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC 18514K1947710 ATTIC 2 K1947710 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:09 2016 Page 1 ID:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-fsdiaJM5Y2xGC3tbB06pvaD701AdZOFrGZc1 iFzKVO4 Al-0-5-4 4 1 2-5-14 1 ,21:80:11,2, -0-14 1 4-6 1115 1 21:21-61-05 2 19 1 124:: :0 1 210;51-55 9 15 1 42:41-15-415 1 5 5 1 -0- 214 I 22:9;0;40 2099�r 4 5- , 0-5-4 8x8= 8x8 = Seale=1:81.8 7, 3x8= '� 11\.' 3x8 = 5 8 19 20 k. 4x4 11 1.5x4 11 8x12 8x12 10x10'i4 a g .00 12 10x10 Q * ' 5x6 �i 3,� 10 5x6 2: �'`1.1 1 iP �' ROOM LOADING ASSUMED THIS AREA ONLY. I . 18 17 16 15 14 13 12 5x8 M18SHS 11 8x12 10x20 M18SHS= 8x12 11 5x8 M18SHS 1 10x10 = 12x20 = Q-&$2-5-14 481z 29-0-0 0- 5' 1 24-5d 28-8-2 121-26-101(i:0: 8- 1-B-8 2-0-14 19-10-8 2-41. 5 Plate Offsets(X,Y)-- [2:0-3-0,0-1-8],[4:0-10-9,Edge],[7:0-5-4,Edge],[9:0-10-9,Edge],[11:0-3-0,0-1-12],[12:Edge,0-3-8],[13:0-3-8,0-8-0],[14:0-9-8,0-0-0],[16:0-9-8,0-3-8], [17:0-3-8.0-5-12] LTCLL OADING(psf) 25 0 SPACING- 5-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.50 14-16 >684 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.86 Vert(TL) -0.80 14-16 >431 240 M18SHS 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Wind(LL) 0.09 14-16 >999 240 Weight:636 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD 2-0-0 oc purlins(6-0-0 max.), except end verticals T2:2X12 DF No.1 G (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2X12 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF No.1&Btr G*Except* 6-0-0 oc bracing:17-18. W6,W7,W3:2X4 DF Std G JOINTS 1 Brace at Jt(s):2,11,6,7,19,20 REACTIONS. (lb/size) 18=4215/0-5-8,12=3355/0-5-8 Max Horz 18=1047(LC 5) Max Uplift 18=-707(LC 8),12=-443(LC 9) Max Gray 18=5778(LC 17),12=4452(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4111/392,3-4=-5578/428,4-5=-3816/744,5-6=-1082/559,2-18=-7021/527, 11-12=-6614/564,7-8=-1091/549,8-9=-3654/771,9-10=-5362/4.40,10-11=-3977/427, 6-7=-698/1043 BOT CHORD 17-18=-964/911,16-17=-297/3504,15-16=-283/3566,14-15=-283/3566,13-14=-295/3497 WEBS 5-19=-4015/850,19-20=-4125/880,8-20=-4184/888,4-16=-122/3927,9-14=0/4058, 6-19=-154/557,7-20=40/504,7-19=-518/553,3-17=-3749/373,10-13=-3175/314, 2-17=-289/5509,11-13=-422/5567 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �°R � p�QF�0y cr Top chords connected as follows:2x4-1 row at 0-9-0 c 2x12-2 rows staggered at 0-9-0 oc. ��Ca �v G1]\1E', - c',/ Bottom chords connected as follows:2x12-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. Cr✓ ,Y 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply :92 1 O P r" connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. / 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ' (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1_' a 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 C) CC' 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �L ,ti,OREGON bs X1- non-concurrent with other live loads. v7 6)Provide adequate drainage to prevent water ponding. fQ y 4 Z ' 'P 7)All plates are MT20 plates unless otherwise indicated. 4/ 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. RIO— fit 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 between the bottom chord and any other members. EXPIRES: 12/31/2017 10)Ceiling dead load(5.0 psf)on member(s).4-5,5-19,19-20,8-20,8-9 Continued on page 2 May 2,2016 4 / AWARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component.not IQ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info 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* AiTeis" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I R. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,D5B.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 LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947710 18514_LEDGEWOOD-NIX_-91G ATTIC 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:09 2016 Page 2 I D:Eg0C1 vL?tut 3cgHKAFn1 oOzKZHE-fsdiaJM5Y2xGC3tbBo6pvaD701AdZ0FrGZc1 iFzKVO4 NOTES- 11)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-16 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)18.This connection is for uplift only and does not consider lateral forces. 14)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12.This connection is for uplift only and does not consider lateral forces. 15)Girder carries tie-in span(s):6-0-0 from 0-0-0 to 10-0-0 16)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 17)Attic room checked for U360 deflection. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:12-18=-50,1-2=-160,5-6=-160,5-8=-25,7-8=-160,8-9=-185,9-11=-160,6-7=-160 Trapezoidal Loads(plt) Vert:2=-304(F=-144)-to-4=-247(F=-87),4=-272(F=-87)-to-5=-195(F=-10) r � ww WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10Po3/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated a to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI 11 k AFT is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and ICS!Building Component 250 Gag 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 LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC LEDGEWOOD-NIX -3301 K1947711 18514 - _ GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:11 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1oOzKZHE-cEkT?_NL4gB_SM1_JQ9H ?IfA6tT1px7kt57m8zKV02 4 6-8-9 14-2-3 19-6-12 24-11-6 1 27-10-0 -0-0 6-8-9 7-5-9 5-4-10 5-4-9 2-10-11 5x6 '1, Scale=1:76.8 3x4 I I 3x4 H 3x4 I I 3x4 H 5x6 Q 1.5x4 1.5x4 H 1. 11 12 13 14 15 16 17 19 180 1.5x4 I I 1.5x4 y IIITIII � 4x1.5x4 I218229.00 12 1.5x4 II 71.5x4 I I 61.5x4 IIN 3x8 i 4SYl! S 34 3239 13101= �r 41 42 43 49�R 44 3345 4: 31 3x4 dr 4x6�i x6 8x12 II 2 8 :ire 29 50 28 51 52 53 27 54 26 25 24 55 56 57 58 59 60 23 4x6 II JL24 8x8_J124 J1.24 3x4 II JL24 6x6= JL24 JL24 3x4= 4x6= 6x6— Special JL24 JL24 JL24 JL24 JL24 JL24 I 4-5-13 1 6-8-9 1 13-11-8 19-6-12 25-2-0 127-10-0 1 4-5-13 2-2-12 7-2-15 5-7-4 5-7-4 2-8-0 Plate Offsets(X.V)- [2:0-2-14.0-2-0].[23:0-3-0.0-4-4].[47:0-4-8.0-4-0].[48:0-4-8.0-4-0].[49:0-4-8.0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 25.0 Plate GripDOL 1.15 TC 0.23 Vert(LL) 0.19 25-27 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7,0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.34 25-27 >970 180 BCLL 0.0 * Rep Stress Incr NO WB 0.79 Horz(TL) 0.09 23 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:373 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except T2:2X6 DF No.2 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):10-19. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 5-6-12 oc bracing. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 22-23,28-47,24-48,23-49 W1,W11:2X4 DF No.1&Btr G,W9,W4:2X6 DF No.2 G JOINTS 1 Brace at Jt(s):32,33,35,36,40,42,49 OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 29=2092/0-5-8,23=2090/0-5-8 Installation guide. Max Horz 29=480(LC 5) Max Uplift29=-977(LC 8),23=-1007(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2403/1156,3-4=-282/177,4-5=-254/185,2-29=-2041/987 BOT CHORD 29-50=-500/382,50-51=-500/382,28-51=-500/382,28-52=-1845/3399,52-53=-1845/3399, 27-53=-1845/3399,27-54=-1845/3399,26-54=-1845/3399,26-55=-1845/3399, 25-55=-1845/3399,25-56=-1939/3461,56-57=-1939/3461,57-58=-1939/3461, 24-58=-1939/3461,24-59=-1064/1924,59-60=-1064/1924,23-60=-1064/1924 WEBS 3-38=-1922/1184,37-38=-1924/1186,36-37=-1924/1186,36-47=-1878/1154, 35-47=-3364/1757,34-35=-3410/1785,32-34=-3410/1785,32-39=-3411/1786, 30-39=-3411/1786,30-48=-3411/1786,40-48=-1874/964,40-41=-1874/964, 41-42=-1874/964,42-43=-1874/964,43-49=-1874/964,3-28=-617/1128,2-28=-787/1792, EO PR Ofi 19-33=-270/152,7-47=-272/193,27-47=-295/666,25-48=-367/688,24-49=-822/1628, <(' �S1.S' 28-47=-1739/875,25-47=-385/410,24-48=-1871/1030,23-49=-2668/1437 �GNG]N; E' 3 '(3 NOTES- L{r T 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;MWFR g2�QPE �� (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 j 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 1 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. v f 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 CC 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs A �R�GdN D, ,to , non-concurrent with other live loads. ©-"!qY 14 ZQ N 5)Provide adequate drainage to prevent water ponding. ` 6)All plates are 3x6 MT20 unless otherwise indicated. �fi'F RIO- 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 EXPIRES; 12/31/2017 Conti fit between the bottom chord and any other members. nue on page 2 May 2,2016 A WARNING•Verify design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mr1-7473 rev.10/03/2015 BEFORE USE. MINN mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYB 1C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T111 Qualiy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947711 18514_LEDGEWOOD-NIX_-3301 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:11 2016 Page 2 ID.EgOC1vL?tul3cgHKAFn1o0zKZHE-cEkT?NL4gB_SM1 JQ9H_?IfA6tT1px7kt57m8zKV02 NOTES- 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Two RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)29 and 23.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 2-0-12 from the left end to 26-0-12 to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)219 lb down and 213 lb up at 4-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-2=-64,2-10=-64,19-22=-64,23-29=-20,10-19=-64 Concentrated Loads(Ib) Vert:26=-142(B)27=-142(B)50=-11(B)51=-219(B)52=-142(B)53=-142(B)54=-142(B)55=-142(B)56=-142(B)57=-142(B)58=-142(B)59=-142(B)60=-142(B) I AVeriWARNING-Ve /MN fy design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIP7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' AiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the iC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Crtieda,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947712 18514 LEDGEWOOD-NIX_-3301-CAP GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:12 2016 Page 1 ID:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-4RIrCKOzrzJr3WcAt8gW0(Crgq WNBmRSHyXrhJazKV01 I 5-4-10 I 10-9-3 I 5-4-10 5-4-10 4x6= Scale=1:27.6 2 /bk. 9.00 12 ., ` 1541111 i 16 V 3 1 .� r Y Y r Y Al o d a K I E4 Id 3x4.i 3x4 3x4 Q 1 5-4-10 1 10-9-3 5-4-10 5-4-10 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 1-4 >999 360 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.04 1-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Wind(LL) 0.01 1-4 >999 240 Weight:49 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. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=231/0-3-8,3=231/0-3-8,4=419/0-3-8 Max Horz 1=-111(LC 8) Max Upliftl=-66(LC 12),3=-80(LC 13),4=-46(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-261/109 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-10,Exterior(2)5-4-10 to 8-4-10 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/7P]1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 O PR oFF SCS) 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will s 8)ffiit between the bottom chord and any other members. Co,� �,AGIN4-� /0 plate rating reduction of 20%has been applied for the green lumber members. �Cy 29 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)1,3,and 4.This connection Is for t 89200P E 1-- uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4111111P/ 11)Attic room checked for L/360 deflection. O or CC -yL 'Li OREGON altr st ✓� 4y 14go'. �-}. SFRRtt-‘-6 EXPIRES: 12/31/2017 May 2,2016 t .... WARNING-V erily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Ip 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 C MITele is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the rY� 1 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TIll Quality Criteria,DSB-89 and BCSI Building Component 250 mug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947713 18514 LEDGEWOOD-NIX_-$02 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:13 2016 Page 1 I D:EgOC1 vL?tul3cgHKAFn 1 oOzKZHE-YdsDQgPbcHRingBNQrB13QNWZwgOVngQBAaErOzKV00 -11-0-9 6-8-9 I 14-2-3 I 19-6-12 I 24-11-6 I 27-10-0 1 1-0-0 6-8-9 7-5-9 5-4-10 5-4-9 2-10-11 5x6'i 3x8= Scale=1:73.0 5x6 " 419 - 5 - 20 6 -L,A..ti / III 13 12 16 11 17 10 18 9 8 3x4 II 4x4= 5x8 = 1.5x4 II 4x8= 4x4 I 6-8-9 13-11-8 19-6-12 I 25-2-0 1 27-10-0 1 6-8-9 7-2-15 5-7-4 5-7-4 2-8-0 Plate Offsets(X.Y)— [2:0-3-0.0-1-12].[7:Erge.0-1-8].[8:Edge.0-3-8].[11:0-2-12.0-3-0] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.06 11-12 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.17 11-12 >999 180 BCLL 0.0 Rep Stress Inc: YES WB 0.57 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:227 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G`Except` TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except T2:2X6 DF No.2 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. WEBS 2X4 DF No.1&Btr G`Except` WEBS 1 Row at midpt 7-8,3-11,6-9,5-9 W3,W4,W2,W8,W9:2X4 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) 13=1232/0-5-8,8=1155/0-5-8 Max Horz 13=484(LC 9) Max Upliift13=255(LC 12),8=-246(LC 9) Max Gray 13=1232(LC 1),8=1163(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-1378/290,3-14=-1156/314,3-15=-1038/347,4-15=-886/363,6-7=-423/318, 2-13=-1171/343,7-8=-1158/331,4-19=-725/364,5-19=-725/364,5-20=-345/266, 6-20=-345/266 BOT CHORD 12-13=-597/723,12-16=-555/1160,11-16=-555/1160,11-17=-313/632,10-17=-313/632, 10-18=-313/632,9-18=-313/632 WEBS 4-11=-16/252,3-11=-490/306,2-12=-52/875,7-9=-327/971,5-10=0/330,5-11=-163/362, 5-9=-875/291 NOTES- E� PRQr 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 "5 �O.n (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-11-8,Exterior(2)13-11-8 to 27-8-4 zone;cantilever N. IV /a left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �C. '� DOL=1.60 plate grip DOL=1.60x•C. 89200P E If_ r- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs / non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. v ��+!_C�_ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ) A-OREGON Litt 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will +7 k. fit between the bottom chord and any other members,with BCDL=10.Opsf. / "Q)- 0'` 1 7)A plate rating reduction of 20%has been applied for the green lumber members. A- 14 AT 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13 and 8.This connection is for uplift 'y�R At L\ only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 May 2,2016 1 ) AWARNING-Verify design parameter,and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Meek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYB It A[Te1.' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947714 18514_LEDGEWOOD-NIX_—&302-CAP KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 8 Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:13 2016 Page 1 ID:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-YdsDQgPbcHRingBNQrB13QN?awiQVuhQBAaErOzKV00 5-4-10 I 10-9-3 5-4-10 5-4-10 4x6= Scale=1:27.8 2 ie1h . 3 t Aw 0I 0 ' r 3x4 ' < 3x40 1.5x4 II I 5-4-10 I 10-9-3 5-4-10 5-4-10 l LOADING(psi) 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 0.24 Vert(LL) -0.01 1-4 >999 360 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.04 1-4 >999 240 BCL2 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.01 1-4 >999 240 Weight:37 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. 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) 1=231/0-3-8,3=231/0-3-8,4=419/0-3-8 Max Horz 1=-111(LC 8) Max Uplift 1=-66(LC 12),3=-80(LC 13),4=-46(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-261/109 NOTES- 1)Wrnd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-10,Exterior(2)5-4-10 to 8-4-10 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,3,and 4.This connection is for c,O PR O,C? uplift only and does not consider lateral forces. 7 "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -G,NEE, /q 8)Attic room checked for L/360 deflection. 2 89200PE r � L 4 OREGON At! <4 .1y 14 20\ s. ilis RR it,.\-�' EXPIRES: 12/31/2017 May 2,2016 t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/F7473 rev.18/03/2015 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall '` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 Qualify Criteria,D5B-89 and RCM 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 LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947715 18514_LEDGEWOOD-Nix_--.33o3 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:14 2016 Page 1 ID:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-0pQbd0QENbZZJgmZ_Zi_cdw74J?3E9FaQgKnNTzKVO? 1-0-5 6-8-9 14-2-3 198-12 24-11.6 1 27-6- 827.1)-0 31-10-0 36-3-8 0-0 a-8-8 7-5-10 5-4-10 5-4-9 2-9-2 04-8 4-0-0 4.5-8 5x6�i Scale=1:80.2 4x8 = 4 5 8 6 5x8'� _ 4x8 O 7 9.00 12 21 22 3x6'' 1.5x4 H m 36 23 4x8 .- 4 7.7 5x6'i1 , w W 2 0., . i�s' 6X12 o lo :Ill 12 19 18 24 17 25 16 26 15 14 13 8.00 12 4x4 8x8 i 3x6 I I 406 = 5x8= 1.5x4 H 4X8 = 1.5x4 27-10-0 I 6-8-9 13-11-8 19-6-12 25-2-0 1 2 -8 31-10-0 1 36- 1 8-8-9 7-2-15 5-7-4 5-7-4 27-8.6-6 01.88 4-0-0 4-5-83-8 Plate Offsets(X.Y)— [2:0-3-0.0-1-12].[6:0-1-0.0-2-8].[10:0-2-0.0-1-3].[11:0-2-0.0-4-0].[12:0-4-8.0-4-0].[17:0-2-12.0-3-0] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.09 15-16 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.24 17-18 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.88 Horz(TL) 0.21 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:282 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G`Except` TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, except T2:2X6 DF No.2 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G`Except` WEBS 1 Row at midpt 3-17,5-17,5-15,7-14 W1,W8,W6,W9:2X4 DF No.1&Btr G,W15:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=1584/0-5-8,10=1509/0-5-8 Max Horz 19=377(LC 9) Max Upliftl9=-306(LC 12),10=-241(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-1853/399,3-20=-1626/420,3-21=-1569/461,4-21=-1421/479,6-7=-1452/572, 7-22=-2486/771,8-22=-2603/761,8-23=-2473/624,9-23=-2614/613,2-19=-1521/423, 9-10=-1480/393,4-27=-1151/459,5-27=-1151/459,5-28=-1010/431,6-28=-1007/432 BOT CHORD 18-19=-398/417,18-24=-381/1486,17-24=-381/1486,17-25=-270/1215,16-25=-270/1215, 16-26=-270/1215,15-26=-270/1215,11-12=-256/1355 WEBS 3-17=-433/297,4-17=-82/514,2-18=-127/1236,5-16=0/325,5-15=-496/230, 12-15=-180/1067,8-11=-294/275,9-11=-441/1998,7-12=-819/364,6-12=-301/542, 7-11=-447/1556 NOTES- 4v© PROPLS(� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ((, O' (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-7-9,Interior(1)2-7-9 to 13-11-8,Exterior(2)13-11-8 to 28-11-5,Interior(1) -.,3 ANG]NEMC-R cv, 28-11-5 to 36-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS C? 2 for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 X47 89200P E " 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. g cc 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9� OREGON 4/ 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 414 2Q 1'- 7)A plate rating reduction of 20%has been applied for the green lumber members. MfiQ' 8)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity R R(Lk- of bearing surface. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)19 and 10.This connection is for uplift only and does not�hconsider lateral forces. EXPIRES: 12/31/2017 ) ee 10orgid pit 2breaks including heels"Member end fixity model was used in the analysis and design of this truss. May 2,2016 �� WARNING-Ved/y design perametam and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verity the appflcability 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 INI 1 iC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSI-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947715 18514_LEDGEWOOD-NIX_-3303 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:14 2016 Page 2 ID:EgOC1vL7tu13cgHKAFnloOzKZHE-OpQbd0QENbZZJgmZ_Zi_cdw74J73E9FaQgKnNTzKVO? NOTES- 11)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. t 1 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R 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 requked for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the tYl 1 iL. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl 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 LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947716 18514_LEDGEWOOD-NIX -3303-CAP KINGPOST 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:14 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-OpQbdOQENbZZJgmZ Zi_cdwAJJ2fELxaQgKnNTzKVO? I 5-4-10 I 10-9-3 5-4-10 5-4-10 4x6= Scale=1:27.8 2 ES 9.0012 I 1111111166. 6 5 3 1 w 1 4116. d �� Id 3x4 i 4 3x4 O 1.5x4 II I 5-4-10 I 10-9-3 5-4-10 5-4-10 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 0.24 Vert(LL) -0.01 1-4 >999 360 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.04 1-4 >999 240 BCLL 0.0 • Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.01 1-4 >999 240 Weight:37 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. 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) 1=231/0-3-8,3=231/0-3-8,4=419/0-3-8 Max Horz 1=-111(LC 8) Max Uplift1=-66(LC 12),3=-80(LC 13),4=-46(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-261/109 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-10,Exterior(2)5-4-10 to 8-4-10 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,3,and 4.This connection is for WOPR OF?s uplift only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �r1G1 NE-k, �/0 8)Attic room checked for L/360 deflection. w 17 89200PE c AIOP 0. 4-0 7 41 OREGON o, �� '4 -9)• 14 2-ON P4 4,f • ERRIL\ EXPIRES: 12/31/2017 May 2,2016 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with MUM connectors.This design is based only upon parameters shown,and is for on individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing BYB 11 k AiYe is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 R,. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,D5B-89 and BC51 Building Component 250 Klug Circle Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947717 18514 LEDGEWOOD-NIX -a304 Common 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:15 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-U0 zrMRs8uhQw LIYGDD9rTLyjKFzbtjfU3LvvzKVO 1-0-9 4-7-2 I 9-5-12 I 14-2-3 198-12 1 24-118 1 27-8-827-r-0 31-10-0 36-3-8 I -0-0 4-7-2 4-10-10 48-7 5-4-10 5-4-9 2-9-2 0-1-8 4-0-0 4-5-8 5x6 i Scale=1:80.2 4x8= 5 6 7 7 5x8„ �� _ _ _ _ '� 4x8 O 5x8 i 8 9.00 12 � 2440 1.5x4 II 9'i 3x6 G 253 4x822 ! �4211 , i', 0 4x8 i� � 2 '�19_ �' '12 d. 1 .lir x12 `� vl 11, 20 18 illi i�q. 8x12 1 ' o YI r�5x6 5x8 i:- ...� Id 11 17 28 16 15 13 t4 8.00 12 4x4 O 21 5.00 1_12 - 3x4 I 5x6- 4x8= 1.5x4 118x8 i 27-10-0 I 4-7-2 1 9-5-12 1 13-11-8 1 18-6-0 1f-8-1? 25-2-0 1 27-8-828-8 0.11-B 341;1).0 -000 1 3638 I 4-7-2 4-10-10 4-5-12 4-6-8 {-0-1 5-7-4 /-5-8 Plate Offsets(X.Y)-- [2:0-3-0.0-1-12].[7:0-1-0.0-2-8].[11:0-2-0.0-1-3].[12:0-2-0.0-4-0].[13:0-4-8.0-4-0].[17:0-3-0,0-2-4].[19:0-6-0.0-3-13].[20:0-3-0.0-1-12] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.17 19 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.42 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.43 11 n/a n/a BCDL 10,0 Code IBC2012/TPI2007 (Matrix) Weight:282 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except T2:2X6 DF No.2 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):5-7. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G`Except* WEBS 1 Row at midpt 6-17,6-16,8-15,4-18 W1,W11,W8,W10,W12:2X4 DF No.1&Btr G,W18:2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 21=1584/0-5-8,11=1509/0-5-8 Max Horz 21=380(LC 9) Max Upliift21=306(LC 12),11=-241(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-2794/659,3-22=-2699/671,3-4=-3093/776,4-23=-1794/528,5-23=-1704/549, 7-8=-1446/569,8-24=-2487/773,9-24=-2604/762,9-25=-2473/625,10-25=-2614/614, 2-21=-1572/432,10-11=-1480/394,5-26=-1378/499,6-26=-1378/499,6-27=-1014/430, 7-27=-1011/430 BOT CHORD 12-13=-256/1355,17-28=-284/1217,16-28=-284/1217,18-19=-726/2686, 17-18=-316/1332,20-21=-420/416,19-20=-715/2373 WEBS 5-18=-184/729,6-17=-400/182,6-18=-151/454,6-16=-404/231,13-16=-179/1073, 9-12=-296/275,10-12=-442/1998,8-13=-809/362,7-13=-307/528,8-12=-448/1557, 4-19=-495/1971,4-18=-1844/589,3-20=-495/179,3-19=-69/283,2-20=-395/2088 NOTES- 't{LS��G) PRQFe0s 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS `QJ t.y. NFE-R /0 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-7-9,Interior(1)2-7-9 to 13-11-8,Exterior(2)13-11-8 to 28-11-5,Interior(1) 445/ 2 28-11-5 to 36-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS t: .. :9200 PE p<- 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)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. „ jall* 4) trussProvide adequate drainage to prevent water ponding. ",,t),OREGON to k",(7� 5)This has been designed ned 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 '9Y 14 2. fit between the bottom chord and any other members,with BCDL=10.Opsf. �P 7)A plate rating reduction of 20%has been applied for the green lumber members. '1'/ R R I1-'- 8)Bearing at joint(s)21,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)21 and 11.This connection is for uplift EXPIRES: 12/31/2017 onlyand does not consider lateral forces. May 2,2016 Contined on page 4 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IMIIIINI Mi Design valid for use only with Meek®connectors.This design is based only upon parameters shown,and is for an individual building component,not l• a truss system.Before use,the building designer must verify the applicability of design parameters and 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 I1 is always required for stability and to prevent collapse with possible personal injuryand property damage.For generalM[Tek' Pr p rty 9 guidance regarding the fabrication,i orstorage,delivery,leereTruson and bracing of trusses and truss systems,2,e andr1y Criteria,DSB-89 and SCSI Building Component o Circle92 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947717 18514_LEDGEWOOD-Nix_-.33o4 Common 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:15 2016 Page 2 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-UO zrMRs8uhQw_LIYGDD9rTLyjKFzbtjfU3LvvzKVO NOTES- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4 / 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 �R 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 1Y7 11 RR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job (Truss Truss Type Qty Ply 'LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947718 18514_LEDGEWOOD-NIX — 04-CAP KINGPOST 5 1 ' Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 5 Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:16 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-yCYM2iRUvCpHY7wy6 kSh2?Vp7k7iFRst8puRLzKVNz 1 5-4-10 I 10-9-3 I 5-4-10 5-4-10 4x6= Scale=1:27.8 2 4116.. PA 9.00 I 12 6 S 5 B 3 9 1 AL�� I w o r I,, 354 .. 4 3x4 Q 1.5x4 II I 5-4-10 10-9-3 I 5-4-10 5-4-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 1-4 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.04 1-4 >999 240 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.01 1-4 >999 240 Weight:37 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. 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) 1=231/0-3-8,3=231/0-3-8,4=419/0-3-8 Max Horz 1=-111(LC 8) Max Uplift1=-66(LC 12),3=-80(LC 13),4=-46(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-261/109 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-10,Exterior(2)5-4-10 to 8-4-10 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,3,and 4.This connection is for ��400 PR°Pers uplift only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �C- NG)NEER "a 8)Attic room checked for L/360 deflection. 1, 5 ' :9200P -- 44110P, . 1L 4OREGON � <0 -9yZ 14 . ' 0- 4,1&-RRIL - 6 EXPIRES: 12/31/2017 May 2,2016 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. me Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not In t 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 MiT k* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC 18514_LEDGEWOOD-NIX -3305 K1947719 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:17 2016 Page 1 ID:EgOC1vL?tul3c9HKAFn1o0zKZHE-Q05kF2S6fVx8AHV8fhGhEGYgTXOkRVQ06oYSzozKVNy 1-0-0 4-7-2 93-12 1 14-2-3 1 1&8-12 24-11-6 27-8-8 27-} 0 31-10-0 36-3-8 -0.0 d-7-2 4-10.10 4-6-7 5-4-10 5-4-9 2-9-2 0.t a 4-0-0 45-6 5x6 <> 4x8= Scale=1:79.3 5x 5 6 7 8'� 7 4x8 5x8 i 8 9.00 23• 3x6 ' A 3_ o801284IP [�-, 6x125x6 Id 21 5.00 12 17 28 16 15 t3 14 8.00112 1.5x4 Q 4x4 5x6 = 4x8= 8x8 G 1.5x4 II 27-10-0 I 4-7-2 9-5-12 i 13-116 I 186-0 l9-6-1; 25-2-0 I 27-8- Tai-fl!�8 .1I-fl 31-14-0.0 1 36-1-8 368 4-7-7 4-10-10 4-5-12 4-6-8 1-012 5-7-4 fM 4-9-fl 0.-0 Plate Offsets(X.Y)- [2:0-3-0.0-1-12].[7:0-1-0.0.2-8].[12:0-2-0.0-4-0].[13:0-4-8.0-4-0].[17:0-3-0.0-2-4].[19:0-6-0.0-3-13],[20:0-3-0.0-1-12] LO TCLL (psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.16 19 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.41 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.42 11 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:279 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except T2:2X6 DF No.2 G end verticals,and 2-0-0 oc puriins(6-0-0 max.):5-7. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 6-17,6-16,8-15,4-18 W1,WI1,W8,W10,W12:2X4 DF No.1&Bir G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 21=1580/0-5-8,11=1506/0-3-8 Max Horz 21=334(LC 9) Max Uplift21=-302(LC 12),11=-237(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=2787/651,3-22=-2693/663,3-4=-3083/732,4-23=-1788/520,5-23=-1698/540, 7-8=-1431/556,8-24=-2447/730,9-24=-2564/720,9-25=-2408/575,10-25=-2546/573, 2-21=-1569/459,5-26=-1372/492,6-26=-1372/492,6-27=-1006/418,7-27=-1004/418 BOT CHORD 12-13=-209/1342,17-28=-243/1211,16-28=-243/1211,18-19=-662/2677, 17-18=-272/1326,20-21=-371/387,19-20=-775/2350 WEBS 5-18=-179/725,6-17=-398/165,6-18=-159/444,6-16=-408/228,13-16=-137/1065, 9-12=-313/287,10-12=-401/2002,8-13=-789/339,7-13=-295/502,8-12=-386/1518, 4-19=-510/1966,4-18=-1819/650,3-20=-494/178,3-19=-80/279,2-20=-393/2082, 10-11=-1462/363 �� DPROpec, 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 \. ‹.._xv FR /� (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-7-6,Interior(1)2-7-6 to 13-11-8,Exterior(2)13-11-8 to 28-11-2,Interior(1) 450' 28-11-2 to 35-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS Ct- 89200 P E pr.- for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:truss a es5.0 psf(flat r raofteof snow);Category II;a Exp Partially ExpCfl ' `�/ ...� ` 3)This has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. G OREGON [(7j 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `9 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 ./O 4 14 'ZOO - fit between the bottom chord and any other members,with BCDL=10.Opsf. A- 7)A plate rating reduction of 20%has been applied for the green lumber members. s�/�R R I I-'- 8)Bearing at joint(s)21,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)21 and 11.This connection is for uplift EXPIRES: 12/31/2017 onlyand does not consider lateral forces. Continued on pageo2 May 2,2016 r 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE Ml1.7473 rev.10/0312015 BEFORE USE. .-- MDesign valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,12511-89 and KM Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • • Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947719 18514_LEDGEWOOD-NIX_-3305 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:17 2016 Page 2 ID:EgOC1vL?tul3cgHKAFn1oOzKZHE-Q05kF2S6fVx8AHV81hGhEGYgTXOkRVQ06oYSzozKVNy NOTES- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10413/2015 BEFORE USE. Design valid for use only with MTek®connectors.The design is based only upon parameters shown,and is for an Individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' "TQk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Bi fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteda,DSB-89 and BC51 Building Component 250 Klug Circle Safety informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947720 18514_LEDGEWOOD-NIX_-9305-CAP KINGPOST 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:17 2016 Page 1 ID:EgOC1 vL?tu13C9HKAFn1 oOzKZHE-Q05kF2S6fVx8AHV8fhGhEGYgZX4MRih06oYSzozKVNy 1 5-4-10 i 10-9-3 5-4-10 5-4-10 4x6= Scale=1:27.8 2 I\ RS 8.00 5V 6 n N a 3 1 w r Y r o d ' I♦/ 3x4 i 4 3x4'� 1.5x4 H I 5-4-10 10-9-3 i 5-4-10 5-4-10 LOADING(Aso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 1-4 >999 360 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.04 1-4 >999 240 BCLL 0.0 * Rep Stress Ina' YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Wind(LL) 0.01 1-4 >999 240 Weight:37 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. 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) 1=231/0-3-8,3=231/0-3-8,4=419/0-3-8 Max Horz 1=-111(LC 8) Max Upliift1=-66(LC 12),3=-80(LC 13),4=-46(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 24=-261/109 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-10,Exterior(2)5-4-10 to 8-4-10 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&M/FRS 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,3,and 4.This connection is for �� Q PR ok- Ss uplift only and does not consider lateral forces. Lr 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ' 3 �NG'NE' -R /0 8)Attic room checked for L/360 deflection. w `� 89200PE r- gilpP,•OIP(6___/__Th y4= ,�OREG©N �t /O 4y 142°" p' ` '� -RRttN- EXPIRES: 12/31/2017 May 2,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an Individual building component,not IR 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 ele 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 Cr lerla,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 PlyLEDGEWOOD CONSTRUCTION-THE NIX RESIDENC C K1947721 18514_LEDGEWOOD-NIX_-'33HR DIAGONAL HIP GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:18 2016 Page 1 ID:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-vbf6TOTkQp3_nR3KDPnwmT5tjxS8AA19LSI?VEzKVNx 1 -1-5-0 1 2-9-3 1 5-6.6 1 1-5-0 2-9-3 2-9-3 3x4 i Scale=1:26.5 3 3x4 iet 6.36�12 �• qt 3x4% 540. 4x8 i 4 2 ' 1 4 Mil 1 2-9-3 1 5-6-6 1 2-9-3 2-9-3 LOADING(psf) TCLL 25.0 SPACING- 1-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.02 2-3 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.02 2-3 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except WEBS 2X6 DF No.2 G end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=77/Mechanical,4=146/0-7-6 Max Horz 4=66(LC 14) Max Uplift3=-76(LC 14),4=-46(LC 14) Max Gray 3=90(LC 20),4=149(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)-1-5-0 to 2-9-15,Exterior(2)2-9-15 to 5-6-6 zone;cantilever left and light 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 a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4.This connection is for uplift only and ,CY.... � ()peg., does not consider lateral forces. !r GIN, L /d 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 41. `i ,9 89200PE �'r' yy OREGON �t �4 -9}- 14 `Za P� I - �- RR1� EXPIRES: 12/31/2017 May 2,2016 l AWARNING•Verify design paremeten end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 rev.10Po7/2015 BEFORE USE. Design valid for use only with WO®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R 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 B 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 �Y� I T. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,D5B-89 and SCSI Building Component 250 Klug Circle Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947722 18514 LEDGEWOOD-NIX_-, J1 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:18 2016 Page 1 ID:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-vbf6TOTkQp3_nR3KDPnwmT5txxRpAA19LSl?VEzKVNx 1 -1-0-0 I 1-11-11 1 4-0-0 I 1-0-0 1-11-11 2-0-5 Scale=1:17.6 3 9.00 12 1 3x4 I I Cr, 2 N I 1 I I 1 Ia IIM 6 4 JL24 5 1.5x4 I I I 1-10-15 1-11101 4-0-0 I 1-10-15 0-0-12 2-0-5 TOL DING(ps2L5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP C(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 * Rep Stress Inc: NO WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=184/0-5-8,3=42/Mechanical,4=31/Mechanical Max Horz 5=77(LC 5) Max Uplift5=-12(LC 8),3=-68(LC 8),4=-1(LC 8) Max Gray 5=184(LC 1),3=63(LC 30),4=65(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �� ss E0 P R OF 7)Refer to girder(s)for truss to truss connections. F 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,3,and 4.This connection is for \C G(NS.E' /02 uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. rt -9200 P E 17 r" 10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i t' LOAD CASE(S) Standard - OREGON As.44! 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4Q .44,- 14 2.0N 4 Uniform Loads(plf) A-fiF4R 1�� Q� Vert:1-2=-64,2-3=-64,4-5=-20 'j'/ Concentrated Loads(lb) Vert:6=5(F) EXPIRES: 12/31/2017 May 2,2016 A WARNING-Verify design parameters end 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 MiTeke 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/Tell Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947723 18514_LEDGEWOOD-NIX_-83J2 MONO TRUSS 13 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:19 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1oOzKZ1E-NnDUgjUMB7BrPbeWn619Jhd_ZKnyvc JZ61Y2gzKVNw 4-0-0 1-0-0 4-0-0 1.5x4 I Scale=1:25.6 4 3 9.03x614111111111111.11180.-111111111141 6 7 3x6 =5 1.5x4 40-0 4-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Wt:2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=235/0-5-8,6=162/Mechanical Max Horz 7=186(LC 9) Max Uplift7=-32(LC 12),6=-104(LC 9) Max Gray 7=235(LC 1),6=207(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=-307/289 WEBS 2-6=-237/263 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (j P R OFA 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� 'N c fit between the bottom chord and any other members. Gj G s 6)A plate rating reduction of 20%has been applied for the green lumber members. QCT 'fi9 7)Refer to girder(s)for truss to truss connections. 892 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=104. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only and_ . j/ does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1 4,OREGON CC <O it /4 2.6 10,E Ail L.\-•• ' EXPIRES: 12/31/2017 May 2,2016 r 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*61-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with*Tek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 QuaBly Crfteda,DSII-89 and ICS!Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947724 18514_LEDGEWOOD-NIX_-6;01 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:21 2016 Page 1 I D:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-JALF5PVdjkSZevovuXKdO6jGG8LONKtc1 Q Wf6ZzKVNu r1-6-01 5-0-0 1 8-8-12 1 12-3-12 1 19-3-15 i 22-0-11 1 24-5-8 1 1-6-0 5-0-0 3-8-12 3-7-0 7-0-3 2-8-13 2-4-13 3x4 I I 3x4 I Scale=1:83.4 5x6 i 7.00 12 3x4 11 6x6 7 7 8 55 56 �i1 5x6% 11 4x6 i 6 5 ,,� 3x4 N • T ,A N 4!:.�.11 1;s1; '1' 3 . �/ 101WEI7AJ 115 �' il1117,1 x6 53 �'�/�/ 8x8= r 1/ �/^' 12 10 5x8% 8x12\ ,+s 5.00 112 9 13 3x4 11 3x8 1 5-0-0 1 12-3-12 19-3-15 1 24-5-8 1 5-0-0 7-3-12 7-0-3 5-1-9 Plate Offsets(X,Y)— [2:0-2-9,0-2-8],[5:0-3-0,0-3-0],[6:0-1-12,0-1-8],[7:0-2-0,0.1-8],[9:0-4-0,0-1-5],[11:0-4-0,0-3-13],[12:0-4-0,0-1-12],[14:0-2-0,0-0-9],[29:0-1-10,0-0-12], [50:0-2-0,0-0-4j.[51:0-2-0.0-0-7] TCLL LOADING(psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.23 11-12 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.52 11-12 >550 180 BCLL 0.0 * Rep Stress lncr YES WB 0.83 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:292 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except T3:2X6 DF No.2 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-8. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 7-10,8-9 W1,W6,W2,W9:2X4 DF No.1&Btr G,W10:2X6 DF No.2 G 2 Rows at 1/3 pts 6-10 OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1114/0-5-8,9=1011/0-3-8 Max Horz 13=555(LC 11) Max Uplift13=-262(LC 14),9=-291(LC 11) Max Gray 13=1388(LC 30),9=1195(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-53=-2924/615,3-53=-2839/631,3-54=-2919/752,4-54=-2839/766,4-5=-2998/694, 5-6=-2805/698,6-55=-828/227,55-56=-613/228,7-56=-547/240,2-13=-1373/394, 7-57=-550/261,57-58=-550/261,8-58=-550/261,8-9=-1155/473 BOT CHORD 12-13=-794/884,11-12=-1258/2958,10-11=-1160/2772 WEBS 6-11=-858/2344,3-12=-313/237,2-12=-421/2404,4-12=-380/123,6-10=-2733/996, 8-10=-480/1264 NOTES- -< PRnFFstS' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Ns. N�] -E /O (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 19-3-15,Exterior(2)19-3-15 to 22-3-15 zone; �C... �' 2 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 $ ZQPE 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. A11111111° 3)TCLL:ASCE 7-10;Pf=25.0 psf(fiat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. A OREGON R GO I. ' 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 4, non-concurrent with other live loads. 2) 'Q)'- 14 20��^ 6)Provide adequate drainage to prevent water ponding. 49 7)All plates are 1.5x4 MT20 unless otherwise indicated. R R I LL 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXPIRES: 12/31/2017 Continued one page bottom chord and any other members. May 2,216 I A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10Po3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' iT ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the !i _1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947724 18514 LEDGEWOOD-NIX_-9;01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:21 2016 Page 2 ID:EgOC 1 vL?tu 13cgHKAFn1 oOzKZHE-JALF5PVdjkSZevovuXKdO6jGG8LONKtc1 QWf6ZzKVNu NOTES- 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Bearing at joint(s)13,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13 and 9.This connection is for uplift only and does not consider lateral forces. 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Thu design u based only upon parameters shown,and is for an individual building component,not �ft a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 250 Hug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947725 18514 LEDGEWOOD-NIX_9;01-CAP KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:21 2016 Page 1 I D:EgOC 1 vL?tul3cgHKAFn1 oOzKZHE-JALF5PVdjkSZevovuXKd06jPL8TMN WRc1 QWf6ZzKVNu I 2-4-13 4-9-10 I 2-4-13 2-4-13 4x4 = Scale=1:10.8 2 ii•417.00 , S ..lkiihill 3 a =' 3x6 i =' 3x6 Q '/ '/ " 0. 4 1.5x4 I I I 2-4-13 I 4-9-10 2-4-13 2-4-13 LOADING(psf) TOLL 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 0.06 Vert(LL) -0.00 1 >999 360 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1-4 >999 240 BCLL 0.0 Rep Stress Incl YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) W " Wind(LL) 0.00 4 • " 240 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8. (Ib)- Max Horz 1=-36(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,3,4 Max Gray All reactions 250 lb or less at joint(s)1,1,3,4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,3,and 4.This connection is for �� c,Q PR Orens uplift only and does not consider lateral forces. .. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. tiNGI NE 9 /6? 9)Attic room checked for L/360 deflection. CosN , `� 89200PE 9r _0_14P <Z5' , OREGON c, Ilk oto R R ILA-6 EXPIRES: 12/31/2017 May 2,2016 4 t AWARNING•Va MOM iHy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/67473 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 Ig a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947726 18514_LEDGEWOOD-NIX -9;02 Roof Special 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:22 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1oOzKZHE-nMvdJIWFU2aQG2N5SErsxJFR0Yhd6n71G4GDe?zKVNt I.1-6-01 5-0-0 I 8-8-12 I 12-3-12 I 19-3-15 I 22-0-11 124-5-8 I 1-6-0 5-0-0 3-8-12 3-7-0 7-0-3 2-8-13 2-4-13 5x6* 6x6= Scale=1:76.9 7.00 12 7 .8 8 �ro11 17 4x6 -ii--- i6 3x8 i 6 50 iA N 4 ro o 3 ` 1.5x4 II 15 „ �� NN it 11 5x6 11440 8%8= ...Z1. 2 1I1/1 12 10 1 5x8 4x8 tow •• 5.00 112 97 13 3x4 3x8 I 5-0-0 I 12-3-12 I 19-3-15 1 24-5-8 I 5-0-0 7-3-12 7-0-3 5-1-9 Plate Offsets(X.Y)- [2:0-2-9.0-2-8].[6:0-1-12.0-1-8].[9:0-4-0.0-1-5].[10:0-1-10.0-1-8].[11:0-4-0.0-3-13].[12:0-4-0.0-1-12] LTCLL 2 OADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.23 11-12 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.52 11-12 >550 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.83 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc puffins, except T3:2X6 DF No.2 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-8. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 7-10,8-9 W1,W6,W2,W9:2X4 DF No.1&Btr G,W10:2X6 DF No.2 G 2 Rows at 1/3 pts 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1114/0-5-8,9=1011/0-3-8 Max Horz 13=555(LC 11) Max Upliift13=262(LC 14),9=-291(LC 11) Max Gray 13=1388(LC 30),9=1195(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-2924/615,3-14=-2839/631,3-15=-2919/752,4-15=-2839/766,4-5=-2998/694, 5-6=-2805/698,6-16=-828/227,16-17=-613/228,7-17=-547/240,2-13=-1373/394, 7-18=-550/261,18-19=-550/261,8-19=-550/261,8-9=-1155/473 BOT CHORD 12-13=-794/884,11-12=-1258/2958,10-11=-1160/2772 WEBS 6-11=-858/2344,3-12=-313/237,2-12=-421/2404,4-12=-380/123,6-10=-2733/996, 8-10=-480/1264 NOTES- el PROP, 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 r,Y (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 19-3-15,Exterior(2)19-3-15 to 22-3-15 zone; - 1JG]N4— std cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; C'1 Lumber DOL=1.60 plate grip DOL=1.60 �� s 9200 P E -", 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ` /� 5)Provide adequate drainage e to prevent water ponding. Ill OREGON Li j 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ✓Q , )' 14 20 '�- fit between the bottom chord and any other members. A-t 0Q* 8)A plate rating reduction of 20%has been applied for the green lumber members. '✓JS R R t I.,. 9)Bearing at joint(s)13,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13 and 9.This connection is for uplift EXPIRES: 12/31/2017 Continnuea on does consider lateral forces. May 2,2016 r 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7I73 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.Thu design is based only upon parameters shown,and is for an individual building component,not �P a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Cdtena,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandna,VA 22314. Corona,CA 92880 I ii Job Truss Truss Type Qty Ply LEDGEW00D CONSTRUCTION-THE NIX RESIDENC K1947726 18514_LEDGEWOOD-NIX_-,02 Roof Special 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:22 2016 Page 2 ID:EgOC1vL?tul3cgHKAFn1oOzKZHE-nMvdJIWFU2aQG2N5SErsxJFROYhd6n71G4GDe?zKVNt NOTES- 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/0312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not IR a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` A'lek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fell Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947727 18514 LEDGEWOOD-NIX -9x02-CAP KINGPOST 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:23 2016 Page 1 ID:EgOC1vL?tu13cgHKAFn1o0zKZHE-FYT7W5XtFLiHuCyIOyM5TXolry9grQxuUk?mBRzKVNs 2-4-13 4-9-10 � 2-4-13 2-4-13 4x4 = Scale=1:10.8 2 7.00 12 r, 3 A r r la 1111,2 3x6 " 3x6 4 1.5x4 I 2-4-13 � 4-9-10 � 2-4-13 2-4-13 LOADING(pyo TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 1 >999 360 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Wind(LL) 0.00 4 `"' 240 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8. (Ib)- Max Hort 1=-36(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,3,4 Max Gray All reactions 250 lb or less at joint(s)1,1,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)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 Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,3,and 4.This connection is for n0 PR Opt- uplift only and does not consider lateral forces. \(<;C‘ 4:S al"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - 3 ti G1 N CR /© 9)Attic room checked for L/360 deflection. ��•? 89200PE 7. ,f_OREGON ��<t /Qq) 74 'Lp ' RRIL\-'3 EXPIRES: 12/3112017 May 2,2016 1 I 15 A WARNING-Verity 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 11111•111R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI{TPI1 Qualify Criteria,DSB-89 and BC51 Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947728 18514_LEDGEWOOD-NIX_-8;03 Roof Special 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:24 2016 Page 1 ID:EgOC 1 vL?tul3cgHKAFn 1 o0zKZHE-j11 NjRXVofg8VMXUafuKOkLnbLNAah2jOIJjuzKVNr 0-6-0 1 5-0-0 1 8-8-12 1 12-3-12 1 19-3-15 1 22-0.11 1 24-5-8 1 1-6-0 5-0-0 3-8-12 3-7-0 7-0-3 2-8-13 2-4-13 5x6 8x12= Scale=1:72.4 7.00 12 7 8 �A = u — 18 B8. 17 �'� 4x6 G a 3x8 6 5 �� [s N O ‘44 C44 r r 4 a ; O 1.5x4 II 16 � 3ll 11 5x6 i 15 :._.0000000000.00000000X 6x6= 00011111111111111 m1�� 1p 10 gl 5x8 4x8 [_ e 14 d 5.00 12 9 13 1 5-0-0 12-3-12 19-3-15 1 24-5-8 ' 5-0-0 7-3-12 7-0-3 5-1-9 Plate Offsets(X.Y)- [2:0-2-9.0-2-8j.[6:0-1-12.0-1-8].[8:Edge.0-4-0].[10:0-1-10.0-1-8].[11:0-3-0.0-3-12].[12:0-2-6.0-2-0] TOL DING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.22 11-12 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.51 11-12 >556 180 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(TL) 0.38 14 n/a n/a SCOL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except T3:2X6 DF No.2 G end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-8. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF No.1&Btr G*Except* WEBS 1 Row at midpt 7-10,8-9 W3,W5,W4,W8,W7:2X4 DF Std G,W11:2X6 DF No.2 G 2 Rows at 1/3 pts 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1105/0-5-8,14=1001/0-3-8 Max Horz 13=552(LC 11) Max Uplift13=-259(LC 14),14=-288(LC 11) Max Gray 13=1376(LC 30),14=1195(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-2895/609,3-15=-2810/628,3-16=-2890/748,4-16=-2810/763,4-5=-2952/668, 5-6=-2759/672,6-17=-804/223,17-18=-589/223,7-18=-514/236,2-13=-1362/393, 7-19=-529/257,8-19=529/257,8-14=-1158/458 BOT CHORD 12-13=-790/880,11-12=-1234/2922,10-11=-1132/2729 WEBS 6-11=-837/2316,3-12=-313/237,2-12=-418/2379,4-12=-367/128,6-10=-2708/979, 8-10=-469/1263 NOTES- ctO PR°Fe 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS <<. s (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 19-3-15,Exterior(2)19-3-15 to 22-3-15 zone; �GJ� 0NG]NFo. 'Q cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&M WFRS for reactions shown; Ci? ?i9 Lumber DOL=1.60 plate grip DOL=1.60 89200 P E 2)TOLL: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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs -- non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. T OREGON Ii 6)All plates are 3x4 MT20 unless otherwise indicated. \114 A 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. qy 142.0 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 1 4P fit between the bottom chord and any other members. �C{?R ILA- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Bearing at joint(s)13,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES: 12/31/2017 Continued on page 2 May 2,2016 I 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* ekis 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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 82880 Job Truss Truss Type (-Aty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947728 18514_LEDGEWOOD-NIX_-.03 Roof Special 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:24 2016 Page 2 ID:EgOC1vL?tul3cgHKAFn1oOzKZHE-jl1 NjRXVOfg8VMXUafuKOkLnbLNAah2jOlJjuzKVNr NOTES- 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13 and 14.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 41 e.,.. 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 M�T ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYI B BS. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSI-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 monamitmemammEil Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947729 18514_LEDGEWOOD-NIX_-£CO3-CAP KINGPOST 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:24 2016 Page 1 ID:EgOC1vL?tul3c9HKAFn1oOzKZHE j11NjRXV0fg8VMXUafuKOkLwbLV3atB2j01JjuzKVNr I 2-4-13 I 4-9-10 2-4-13 2-4-13 4x4 = Scale=1:10.8 2 7.00 12 1 ll 1 111 Addlitin Ab3 Ol ato a =' 3x6 i =, 3x8� '/ '/ " 0 4 1.5x4 II I 2-4-13 I 4-9-10 2-4-13 2-4-13 LOADING(pso 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 0.06 Vert(LL) -0.00 1 >999 360 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1-4 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012TTPI2007 (Matrix) Wtnd(LL) 0.00 4 •*** 240 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8. (lb)- Max Horz 1=-36(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,3,4 Max Gray All reactions 250 lb or less at joint(s)1,1,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,3,and 4.This connection is for � O PROF-E.SS uplift only and does not consider lateral forces. -' 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. NGINEk- /0 9)Attic room checked for L/360 deflection. wCa, 4Z- 9200P -- ,App "7 , OREGON tx tel, rQ -gy142pNA} '', V- R R 1 L ' EXPI RES: 12/31/2017 May 2,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MOM LR Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T i' budding design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always requied 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 SCSI Building Component 250 Klug Cirde Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEW000 CONSTRUCTION-THE NIX RESIDENC K1947730 18514 LEDGEWOOD-NIX -M04 Roof Special 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:26 2016 Page 1 ID:EgOC 1 vL?tul3cgHKAFn1 o0zKZHE-g78887ZIYG4slghth4wo59Q4Y96j2YrLAiEQnmzKVNp 11-6-9 5-0-0 1 8-8-12 I 12-3-12 1 19-3-15 122-0.11 124-2-0 I 31-3-8 I 38-4-15 I 46-0-0 47.6-9 1-6-0 5-0-0 3-8-12 3-7-0 7-0-3 2-8-13 2-1-5 7-1-8 7-1-8 7-7-1 1-6-0 8x8% Scale=1:92.3 7.00 12 7 88x8 32 33 #1% 26 25 27 d 9 5 10 24 0 F.. 28 m 4 r • °° 3x4 I I 23 '; 3 `s 2911rm 22 19 4.6 i ' 5x6 11 30 Y , 2i'' h �' 20 18 1�1 72 uaa 4x8 .� ,:,1314 21 5.00 12 17 31 16 7514 4x6 = H 3x4 118x12 M18SHS I I 3x4 1 5-0-0 1 12-3-12 19-3-15 I 24-2-0 24-3112 31-3-8 I 38-4-15 46-0-0 I 5-0-0 7-3-12 7-0-3 4-10-1 0-1-12 6-11-12 7-1-8 7-7-1 Plate Offsets(X.Y)- [2:0-2-14.0-2-0].[8:0-2-4.Edge].[12:O-0-0.0-0-4].[17:0-2-12.0-6-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.08 19-20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 VertTL -0.27 19-20 >999 180 M18SHS 220/195 BCLDL 0.0 *7.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.11 17 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:277 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3:2X6 DF No.2 G end verticals,and 2-0-0 oc purlins(10-0-0 max.):7-8. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2X4 DF Std G*Except* 10-0-0 oc bracing:19-20. W1,W10,W11,W9:2X4 DF No.1&Btr G WEBS 1 Row at midpt 11-16,6-18,8-17,9-17,7-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 21=608/0-5-8,17=2985/0-3-8 (req.0-4-4),12=456/0-5-8 Max Horz 21=-399(LC 12) Max Uplift2l=-179(LC 15),17—567(LC 14),12=-361(LC 15) Max Gray 21=673(LC 35),17=3999(LC 33),12=709(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-1078/288,3-22=-982/298,3-23=-1076/419,4-23=-1003/433,4-24=-307/197, 6-25=-88/906,7-25=-73/1105,8-26=-117/1670,26-27=-120/1521,9-27=-136/1373, 9-10=-273/920,10-28=-281/849,28-29=-297/793,11-29=300/792,11-30=-644/520, 12-30=-754/460,2-21=-657/266,7-32=-118/1398,32-33=-118/1398,8-33=-118/1398 BOT CHORD 20-21=-390/467,19-20=-383/804,18-19=-396/485,17-18=-900/346,17-31=-722/308, 16-31=-722/308,15-16=-390/550,14-15=-390/550,12-14=-390/550 WEBS 9-16=-66/645,11-16=-777/301,11-14=0/314,6-19=-191/699,3-20=-321/237, 7-18=-59/591,6-18=-1255/359, 8-17=-1136/144,9-17=-1230/373,7-17=-1590/283 �.' PRp 6 , cCo titkG]N, &„ c1' NOTES- '� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 89200P E r" (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 3-1-3,Interior(1)3-1-3 to 19-3-15,Exterior(2)19-3-15 to 29-8-2,Interior(1) 29-8-2 to 47-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4,4 3)Unbalanced snow loads have been considered for this design. to 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ' 4 OREGON s non-concurrent with other live loads. rd 4Y 14 2.0\ Q# 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. R R f;,,�. 7)All plates are 3x6 MT20 unless otherwise indicated. 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 EXPIRES: 12/31/2017 Contind between^ aee bottom chord and any other members,with BCDL=10.0psf. May 2,2016 t I �� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitch®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYB I RR. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,D5B-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply LEDGEW000 CONSTRUCTION-THE NIX RESIDENC K1947730 18514_LEDGEWOOD-NIX_-FCo4 Roof Special 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:26 2016 Page 2 I D:EgOC1 vL?tut 3cgHKAFn1 oOzKZHE-g78887ZIYG4slghth4wo59Q4Y96j2YrLAIEQnmzKVNp NOTES- 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)WARNING:Required bearing size at joint(s)17 greater than input bearing size. 12)Bearing at joint(s)21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)21 and 12.This connection is for uplift only and does not consider lateral forces. 14)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)17.This connection is for uplift only and does not consider lateral forces. 15)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Ip a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M�T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYB 1 Bi fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteda,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 LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947731 18514 LEDGEWOOD-NIX_- 04-CAP KINGPOST 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:26 2016 Page 1 ID:EgOC1vL?tu13cgHKAFn1oOzKZHE g78887ZIYG4slghth4wo59QG59AX2ngLAIEQnmzKVNp I 2-4-13 I 4-9-10 2-4-13 2-4-13 4x4 = Scale=1:10.8 2 7,00 12 r, 1111 1 Illi 1411111=h1\allhia..3 9i Ot IN 3x6 i =' 3x6�� d ►A ►A ►1. 4 1.5x4 I I 2-4-13 4-9-10 2-4-13 I 2-4-13 LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 1 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1-4 >999 240 BOLL 0.0 Rep Stress lncr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Wind(LL) 0.00 4 •'•• 240 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G Mitek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8. (Ib)- Max Horz 1=-36(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,3,4 Max Gray All reactions 250 lb or less at joint(s)1,1,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,3,and 4.This connection is for0 PR aFF�, uplift only and does not consider lateral forces. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �-. D ti GI NFFR *.b 9)Attic room checked for L/360 deflection. -) 89200PE vc . 11111111 -32_ 4OREGON >k kr iQ y14 26\ 4..A. ERRtL�- 6 EXPIRES: 12/31/2017 May 2,2016 t t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev.10M3/2015 BEFORE USE. mem 1111 Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 iYB B R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947732 18514_LEDGEWOOD-NIX_-X05 DBL.FINK 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 9 Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:28 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-cWGuZob04uKa zgFpVyGAaVTgz18WT7de0jXsfzKVNn 11b-0 6-4-14 I 13-2-12 1,11:11 19-7-14 1222-4?-11311 24-5-8 28-3-12 38-4-15 46-0-0 q7-6-01 80 6-4-14 6-&15 5-5-2 2-4-13 3-10-4 10-1-3 7-7-1 '1-6-0 Scale=1:97.7 8x8 i 7.00 66x6 6 42w w 4 7 '►I! �!. 37 4x6 8 38 5 3x4 4 9 I( 35 - 39 w 10 4x6 334 740 N a. 4x4 I I 33 41 2 1 • ' ,lp �1: `r\ t.1 .-..��112 im 41, 24 23 25 26 2227 21 28 1g 20 29 4�4531 1G482 47 15 14 4 = d 3x8= 4x8= 3x8 = 3x4 H 5x8 I I 5x8 I I I 7-11-10 I 16-5-8 1 24-2-0 24 -8 28-3-12 1 38-4-15 1 46-0-0 1 7-11-10 8-5-14 7-8-8 0-3-8 3-10-4 10-1-3 7-7-1 Plate Offsets(X.Y)- [2:0-2-0.0-1-12].[6:0-2-8.Edge].[7:0-1-0.0-3-0].[12:0-0-0.0-0-4] TCLLLOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.14 22-23 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.34 16-19 >743 180 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:312 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except T3:2X6 DF No.2 G end verticals,and 2-0-0 oc purlins(10-0-0 max.):6-7. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 9-16,5-22,8-20 W1,W6,W7:2X4 DF No.1&Btr G 2 Rows at 1/3 pts 7-19,6-19 JOINTS 1 Brace at Jt(s):18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 24=795/0-5-8,19=2914/0-5-8,12=693/0-5-8 Max Horz 24=-400(LC 12) Max Uplift24=-264(LC 14),19=-181(LC 15),12=-223(LC 15) Max Gray 24=956(LC 21),19=3762(LC 33),12=789(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-33=-280/166,3-34=-957342,3435=-947/357,4-35=-802/359,4-5=-687/371, 5-36=-368/294,6-36=-196/317,7-37=0/1082,8-37=0/982,8-38=-250/282, 9-38=-331/268,1040=-322/115,11-40=347/115,11-41=-790/210,12-41=-901/191, 2-24=-382/260,6-42=0/902,42-43=0/901,7-43=0/898 BOT CHORD 23-24=-363/1026,23-25=-295/546,25-26=-295/546,22-26=-295/546,22-27=-421347, 21-27=-421/347,21-28=-421/347,19-28=421/347,19-29=-269/373,29-30=-269373, 12-14=-39 676,200-44=-823 3,44-45=-82 363,18-45=-82/363,18-46=-530/73, �� p PR OFe6 46-47=-530/73,17-47=-530/73 ,C- �GINEk- /0 WEBS 3-23=-389/291,5-23=-193/700,3-24=-872/104,19.20=-1769/293,7-20=-712/79, Cy 16-17=0/666,9-17=-595/254,11 16=-697/313,6-22=-310/1305,5-22=-1028/411, Qti 89200PE 1- 6-19=-1714/330,16-18=-199/290,18-19=-804/0,8-20=-1134/255,8-17=-178/1349 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWF' (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 3-1-3,Interior(1)3-1-3 to 19-3-13,Exterior(2)19-3-13 to 29-8-3,Interior(1) it C' 29-8-3 to 47-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for �4 4,OREGON R � reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -1).- 2 , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �4y ii5V'' 3)Unbalanced snow loads have been considered for this design. &-R R i t 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)200.01b AC unit load placed on the bottom chord,28-3-12 from left end,supported at two points,5-0-0 apart. EXPI RES: 12/31/2017 aProvid1 on e adep�guat drainage to prevent water ponding. May 2,2016 ntlnue 1 1 e... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411.7473 rev.10/032015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 141 1. 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 MTel( [ 6 always requred for stabirity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYB I 16. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Crifeda,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 . r Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947732 18514_LEDGEWOOD-NIX—e'CO5 DBL.FINK 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:28 2016 Page 2 ID:EgOC1 v3/?tul3cgHKAFn1 oOzKZHEcWGuZob04uKa_zgFpVyGAa VTgzI8W17de0jXsfzKVNn NOTES- 7)All plates are 3x6 MT20 unless otherwise indicated. 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,with BCDL=10.0psf. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)24,19,and 12.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-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 IR 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 akvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Qualify CrBeda,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 LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947733 18514 LEDGEWOOD-NIX_-, 06 MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:28 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-cWGuZob04uKa 1-1-6-0 I 5-11-11 I 11-5-14 I 17-0-0 I 1-6-0 5-11-11 5-6-2 5-6-2 7.00112 Scale=1:57.6 5 6 4x6 - al 6x6 14 13 4 j► - 1.5x4 �� e3 4-412 ,n 2 1 r 3x4= 9 10 11 87 3x4= 5x6 = i 8-8-13 i 17-0-0 I 8-8-13 8-3-3 Plate Offsets(X.Y)— [4:0-3-O.Edge] TOL DING(psL f) 5 0 SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ltd PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.13 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.29 2-9 >679 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:92 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, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF Std G`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W4:2X4 DF No.1&Btr G WEBS 1 Row at midpt 5-8,4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=809/0-5-8,8=710/Mechanical Max Horz 2=448(LC 11) Max Uplift2=-186(LC 14),8=-273(LC 14) Max Gray 2=835(LC 21),8=876(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-1019/201,3-12=-932/223,3-4=-797/219,5-8=-263/158 BOT CHORD 2-9=-392/893,9-10=-265/519,10-11=-265/519,8-11=-265/519 WEBS 3-9=-329/259,4-9=-112/550,4-8=-692/311 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MVVFRS (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 17-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ( �Q P R OFF 3)Unbalanced snow loads have been considered for this design. \t" 6:2 4)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ANG[N - rp 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. �� r" 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 $92��P fit between the bottom chord and any other members,with BCDL=10.0psf. �' 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. /� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)8=273. OREGON10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only G rte and does not consider lateral forces. <6 'Q "• 14 253', �-�.. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /.11 ' FIR ILL- ' EXPIRES: 12431/2017 May 2,2016 4 ®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411.7473 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 on individual building component,not LF 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 MiTele ele is always requked 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 Quafty Criteria,DSI-89 and BCSI Building Component 250 Klug Circle Safety Inlormalion available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947734 18514_LEDGEWOOD-NIX -8x06-CAP KINGPOST 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:29 2016 Page 1 I D:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-4igGn8berBSRc7PRMCTVjo2nKMCEF8QntgT405zKVNm I 2-4-13 4-9-10 2-4-13 2-4-13 4x4 = Scale=1:10.8 2 7.00 12 r1 3 1 _A& 11411111161 cil Ia 02 3x6 G " 3x6 k2 k2 kM 4 1.5x4 I I I 2-4-13 4-9-10 I 2-4-13 2-4-13 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 1 >999 360 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1-4 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Wind(LL) 0.00 4 "`*' 240 Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8. (Ib)- Max Horz 1=-36(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,3,4 Max Gray All reactions 250 lb or less at joint(s)1,1,3,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)1,3,and 4.This connection is for 0 PROre uplift only and does not consider lateral forces. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �,Cj Gi NEAR /0 9)Attic room checked for U360 deflection. ' 89200PE r' ,OREGON ,Zid /4 ,q). 14 2.o >�4 FRRILA- e' EXPIRES: 12/31/2017 May 2,2016 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/1-7479 rev.70V03/2015 BEFORE USE. Design valid for use only with Mifek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing rY8 11ifek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the t IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 11 " Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION THE NIX RESIDENC K1947735 18514_LEDGEWOOD-NIX —9;07 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:30 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-Yu0e UcGcVaIEH eww?kG?br9mW Zrw5KCewXzKVNI 1-1-6-0 1 17-0-0 — — 1-6-0 17-0-0 l 7.00 12 Scale=1:62.5 14 15 134x6r 5x6 12 11 2 II 108 8 rA d 7ti 6 19 I:I e 5 4 11-1 1111111111 4... 2 � i1 3x4 = 27 26 25 24 23 22 21 20 19 18 17 16 4x6= 1 17-0-0 1 17-0-0 Plate Offsets(X.Y)— 110:0-3-0.0-3-01 TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.00 1 n/r 120 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.22 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 15 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:140 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, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G WEBS 1 Row at midpt 14-16,13-17,12-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-0-0. (Ib)- Max Horz 2=449(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,18,19,20,21,22,23,24,25, 26,27 except 15=-142(LC 14),16=-311(LC 13),17=-100(LC 14) Max Gray All reactions 250 lb or less at joint(s)15,17,18,19,20,21,22,23, 24,25,26,27 except 2=258(LC 25),16=254(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-590/560,3-4=-537/516,4-5=-500/486,5-6=-462/454,6-7=-424/422,73=-385/390, 8-9=347/358,9-10=-312/329,10-28=-274/293,11-28=-271/298,11-12=-235/267 NOTES- 1)Wnd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 17-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 n0 PR QFe 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 �(, 0" Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,C-3 NGtNEE j0 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. � 9200 P E Fr 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrentwith other live loads. 6)All platessare 1. unless 1.5x4 MT20 otherwise indicated. 4 7)Gable requires continuous bottom chord bearing. AP. 8)Gable studs spaced at 1-4-0 oc. or yG OREGON 5CC.09)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - C17 i 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 /Q 'Q}- 14 12,ON P-� fit between the bottom chord and any other members. t 11)A plate rating reduction of 20%has been applied for the green lumber members. FR RI LL 12)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,15,16,17,18,19,20,21,22,23, EXPIRES: 12/31/2017 Continued 24,25,2,pand y 27.This connection is for uplift only and does not consider lateral forces. May 2,2016 1 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. — Design valid for use only with Mitek®connectors.This design k based only upon parameters shown,and is for an individual building component,not immIp 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 a to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCS1 Building Component 250 mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947735 18514_LEDGEWOOD-NIX -9;07 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:30 2016 Page 2 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-Yu0e UCGCVaIEH eww?kG?br9mVVZiw5KCewXzKVNI NOTES- - 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t 1 .... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent 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(TPfl Quailly Crtierta,DSII-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC KI947736 18514_LEDGEWOOD-NIX -S o9 MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:30 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-YuOe_UcGcVaIEH_eww?kG?bp mSl_Yiw5KCewXzKVNI I -1-6-0 I 3-9-8 9-0-0 I 1-6-0 3-9-8 5-2-8 Scale=1:41.4 4 5 3x4 I el 7.0012 10 4x6 i 3 • 3x4II I IP 2 111 1 _0.747 1,321 ifiri 83x6= 76 3x6= I 9-0.0 I 9-0-0 LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (10c) Udefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.14 7-8 >725 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.42 7-8 >243 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code 1802012/TP12007 (Matrix) Weight:52 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, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Wt:2X4 DF No.t&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=374/Mechanical,8=476/0-5-8 Max Horz 8=292(LC 11) Max Upliift7=-159(LC 14),8=-104(LC 14) Max Grav7=441(LC 21),8=488(LC 21) FORCES. (Pb)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. BOT CHORD 7-8=-306/400 WEBS 3-7=-342/267,3-8=-277/114 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=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 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. sikct) PR OFF 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ° S 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -. �tAG'N ESR SjQ fit between the bottom chord and any other members. , ' 7)A plate rating reduction of 20%has been applied for the green lumber members. '_44 - 89200 P E " 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=159. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8.This connection is for uplift only and does not consider lateral forces. en it 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -9�- A 0_ 411P CC ON 1(d !Q -9y 142°� �.�.. 41Z-Fill 10- 6 EXPIRES: 12/31/2017 May 2,2016 1 ewe WARNING• Verify design Parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" 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/IPI1 Quality Cdleria,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 LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947737 18514_LEDGEWOOD-NIX_-.EB01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:31 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-05y1CgduMpi8rRZgUdWzoD76VAbij2F4K_yBT_zKVNk -1-0-0 I 1-11-11 2-9-0 1-0-0 1-11-11 0-0-5 Scale=1:17.8 3 9.00 12 3x4 I I 2 N , 1 ►►, I'�I la ►4 5 4 3x4 11 1-11-11 2-9-0 1-11-11 041-5 LOADING(pct) 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 0.08 Vert(LL) -0.00 5 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mitek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=173/0-5-8,4=15/Mechanical,3=39/Mechanical Max Horz 5=78(LC 9) Max Uplift4=-16(LC 12),3=-64(LC 12) Max Gray 5=173(LC 1),4=34(LC 3),3=55(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. v,03 P R OF4-,, 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. ("It. I /�1' One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4 and 3.This connection is for uplift 1,7 8) only and does not consider lateral forces. 89200PE 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4OREGON 114. X100 "O Y 14 2°N R'> ��RRtt-L EXPIRES. 12/31/2017 May 2,2016 r / WARNING- NM=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 Werke connectors.This design is based only upon parameters shown,and is for on individual building component,not Ip a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing k M'T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek" 1l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Crtieda,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947738 18514_LEDGEWOOD-NIX -S'-01 KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:31 2016 Page 1 I D:EgOC1 vL?tul3cgHKAFn1 oOzKZHE-05y1 CgduMpiBrRZgUdWzoD76hAuej2Z4KyBT_zKVNk -1-0-0 I 2-6-0 I 5-0-0 I e-o-o I 1-0-0 2-6-0 2-6-0 1-0-0 34x4= Scale=1:15.6 8 IR 9 9.00 Alli666. . 4 $I 2111 .4 10 d 1 7 I . 6 ,/ 5 1,15111.5x4 3 3x4 = I 2-6-0 I 5-0-0 I 2-6-0 2-6-0 LOADING(psi) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=269/0-5-8,4=269/0-5-8 Max Horz 2=-75(LC 10) Max Uplift2=-77(LC 12),4=-77(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-6-0,Exterior(2)2-6-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 0,0 PR DAF 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift .. tS' only and does not consider lateral forces. \Gj� G( �k� �/� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� ?ice `- :9200P r' <s j� - CC 7 OREGON £, /6 -4y 14Zp'* P� i R R1L\-�' EXPIRES: 12/31/2017 May 2,2016 t 1 WARNING-Verify design Px unotars and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mttek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not �s a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel( 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/Tell Quality Cdteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety InformatIon available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 M Job Truss Truss Type Qty Ply LEDGEWOOD CONSTRUCTION-THE NIX RESIDENC K1947739 18514_LEDGEWOOD-NIX_- 02 KINGPOST 4 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon May 02 14:20:32 2016 Page 1 ID:EgOC1vL?tul3cgHKAFn1o0zKZHE-UHVPPAeW76q?Tb802L1CLQgGRaDtSVoDZehk?QzKVNj -1-0-0 2-6-0 5-0-0 1 6-0-0 I 1-0-0 2-6-0 2-6-0 1-0-0 34x4 - Scale=1:15.6 6 r1 9 9.00 12 1 lliiiiiihh.. 4 2 $1 1D a 5 1 7 01112111111119.-4411 ,/ 1.5x4 I I -, 3x4 = 3x4 = I 2-6-0 I 5-0-0 I 2-6-0 2-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=269/0-5-8,4=269/0-5-8 Max Horz 2=-75(LC 10) Max Uplift2=-77(LC 12),4=-77(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-6-0,Exterior(2)2-6-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. ( D PR OFF 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift C6'6/ only and does not consider lateral forces. -.. ...N.- E 9 3 '° NE /0 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,Grp :92QOPE r 7L A OREGON �• 1, /O -9Y 14 2.°� P}' SFR R 10-F) EXPIRES: 12/31/2017 May 2,2016 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/032015 BEFORE USE. Design valid for use only with Wok®connectors.This design is based only upon parameters shown,and is for an individual building component,not NI` 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 MtTek` is always requred 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 1/4" Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property I (Drawings not to scale) Damage or Personal Injury MINDimensions are in ft-in-sixteenths. Iik 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 orX-bracing,is always required. See BCSI. Q-1/16" 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves 11111114/Mite may require bracing,or alternative Tor I pbracing should be considered. 1—� 3. stack eateed ton made uatloaelygraced and never U stack materials on inadequately braced trusses. 1O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 e cva c5 s designer,erection supervisor,property owner and plates 0 'Ad'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 *Plate location details available in Mitek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. sofiware or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR 1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ,i�� PIPIndicated 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 responsibirity of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but © All Rights Reserved 2012 Mitek® approval of an engineer. ■.1� reaction section indicates joint EMMIN number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NM MINI mir 18.Use of green or treated lumber may pose unacceptable p— environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review at 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, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTeW ANSI/TPI 1 Quality Criteria. • Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev.10/03/2015