The URL can be used to link to this page

Plans 1m,s----r 2011— C 0 2__)7 L, 19 )65 5.A) (2$ 14\- ocive '4Ie --.12.q4,1, r_,: , 4.‘" N TROAMGLE SHAPE A GIMDEICATES LEFT END OM LAYOUT AMD TRUSS DRAIRYOMG OM STAMPED EMGDMEEREIMG PAGE ,, 0 m- , VIOIRIk ---4 1111.11 Optional Patio Cover ..-?.4 27=';'II,=„'"„ , 13-04-08 y , 13-04-08 i .,.,4.,-•.'E'.,u '.. • --- 11111-4"ailial' Iiiiii. IINIIIIIIIIII —,, 6 -0 E,7,.•=.,;..• g'.°, c, Garage Right 1— (1) 70-00-00 Z 0 ,i. cc 12-00-00 , 18-07-08 y 13-04-08 L 14-10-00 11-02-00 y ! lb. id _ 2 0., , 5: , - . . . ..v.suukwiimie - , =_, Use LUS24 Hangers UNO 1h _L_ . 2.. : 8 M — - ----.AfilillPill • A ' 1 44 a 'i; " 1'111111111 a) = co 0 1 A A INiFiF0k. = .,. 0--, .. A1r, N— Z ,7ii nams. 1 ,1,-,„; -- 111 —--- — ° ill ' 1 1 " _ ,____ ____. C.4 5' r--- co 0 C)0 te 1 _16.0 .6 , 1 --- ,. 4 ______ k 1—_—:,______ ..d. 0 ti Li ,_ X rrs er,-v i '' °61 i 1 i ' 1 6, E. - ,:.• c....1 (5,e. ' 8-00-00 .'I E linallek - -- Ill o. > W n 2' '', t r A— . . . 01 , : i— — - ------- w ,=,.., u=.0 . .. r'F:L 1= 1 1 I h, V_.. _f______ „. oz I I I I MO, .. - -------wit c) ' I t •iltiaii0 .41.0 IA or _6,...,,____ i,41 , 1 pr i 1 .4i -41-4--- _1 Aih, --, : lri I I .5---—1 Edg; 0 1 CO ' 17' I . 1 1 H 1' Lir' 1 1 " ,,) - • a) a) — ,...% i.:i1-9-10,8 Va6211 — 13-70-3-08 ---1-' ,r, TAI _ _ , ,,, gr, I_ Lo t15 0 I 1 1 — 1 ___ _I LO Ca 0 3-0-12 ''' - I _...._____ ._„ I I— I — iI=I2a CD ,---- 8 .7 ,,,,,d 1 . , — _ i,_„_____A I_,, I E5M E oh I Aftle ern. I M M < I --4 --1- , 17 TC LL=25 NI ,UMW TC DL=7 2-0,.0 BC LL=0 /1w0005 0 F CO Clare,* t q 3 em BC DL= 10 Total Load=42 , ,2-00-00 1, 11-00-00 4 10-06-08 4, 24-00-00 4 12-05-08 ,f VVind Speed = 140 mph , 4123 El Dorado Elv a oA .. Exposure=B 4 ....7 .-.-- 1 Roof pitch=8/12 Overhang=11-1/4" DO NOT CUT, DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSS 10, MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1600867 PLH-El Dorado The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K1935216 thru K1935302 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. pR C?�5 04GIN�� /�� 89200PE 9r OREGON CC -2 1' 14,20�p�` ERR10- App. April 27,2016 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. MEI MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 61600867 PLH-El Dorado The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K1935216 thru K1935302 My license renewal date for the state of Washington is May 16,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. PDLL Q' tq '' 16 r 51398 4„� April 27,2016 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 PLH-El Dorado K1935216 - B1600867 A01 ATTIC 1 ,y 2 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7"610 s Jan 29 2015 Print.7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:56:39 2016 Page 1 ID:jqR?OTKd?WiKZXAyOlc4gzMnfF-nVF?f0MO8CYJ 1 OJUp3FeIZ3?KNUrEwxaVCmeTYzMW2c 01114 4-7-10 1 9-6-0 1 18-2-12 26-11-8 31-9-14 1 36-5-8 37f4-12 0-11-4 4-7-10 4-10-6 8-8-12 8-8-12 4-10-6 4-7-10 0-11-4 8x8= Scale=1:91.2 3x8= 6 ` 3x8 = 5i 7 16 3x6 I I d2x4 11 3x6 I 4 8 12x12 12. 8"00 12 12x12 Special 3 9 35 r 1.i ° pecial 17-0-0 3fi 10 1000.3: I1 II II �1I1 1 I 1 11 I I II Adli Ii 11 I1 t. IT1 O = 17 15 18 19 20 14 21 22 23 24 25 26 27 28 29 1330 31 32 12 33 34 44 = LUS24 2x4 11 9x12 MT18H= LUS24 LUS24 LUS24 LUS24 LUS24 9x12 MT18H= 2x4 11 Special LUS24 LUS24 Special LUS24 LUS24 LUS24 LUS24LUS24 LUS24 Special LUS24 1 4-7-10 1 9-6-0 9-81.112 26-8-12 2611-8 31-9-14 1 36-5-8 1 4-7-10 4-10-6 0-2-12 17-0-0 0-2-12 4-10-6 4-7-10 Plate Offsets(X,Y)-- [4:0-3-0,0-1-41,[6:0-4-0,0-2-41,[8:0-3-0,0-1-41,[13:0-4-12,0-4-81,[14:0-4-12,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.27 13-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.56 13-14 >776 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.05 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Attic -0.17 13-14 1204 360 Weight:657 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-6,6-9:2x12 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 DF No.2*Except* JOINTS 1 Brace at Jt(s):16 13-14:2x12 DF SS P R WEBS 2x4 DF Std G*Except* ono) 0FE- 5-7:2x4 DF No.1&Btr G,4-14,8-13:2x6 DF No.2 �\Co� NG'NESS.$, REACTIONS. (lb/size) 2=1976/0-5-8,10=1715/0-5-8 CL, .p Max Horz 2=355(LC 7) 4 . 89 200 P E t' Max UpIift2=-452(LC 8),10=-308(LC 9) Max Gray 2=2298(LC 31),10=2059(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-35=-3899/742,3-35=-3760/669,3-4=-3225/433,4-5=-2197/431,56=178/1170, 4. OREGON 4_7 IxA. 6-7=-143/1130,7 8 2238/466,8-9=-3137/354,9 36 3482/444,10-36=-3489/437 / ,9 �'� BOT CHORD 2-17=-771/3517,17-18=-771/3517,15-18=-771/3517,15-19=-761/3524,19-20=-760/3525, Q )' 14,2 20-21=-759/3526,14-21=-762/3530,14-22=-179/2347,22-23=-179/2347, /1/ - . `+ 1 23-24=-179/2347,24-25=-179/2347,25-26=-179/2347,26-27=-179/2347, MFR R I 1_\" 27-28=-179/2347,28-29=-179/2347,29-30=-179/2347,13-30=-179/2347, 13-31=-275/2976,31-32=-275/2975,12-32=-276/2974,12-33=-280/2943, 33-34=-280/2943,10-34=-280/2943 EXPIRES: 12(31l2Q17_ WEBS 3-14=-1477/693,9-13=-1126/392,5-16=-3873/654,7-16=-3873/654,4-14=-174/1850, 8-13=0/1609,6-16=-131/906,3-15=-2571269,9-12=-277/106 NOTES- (18) 9. 0' 4 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: 4 ' _,c ,,RRIL j ', Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x12-2 rows staggered at 0-9-0 oc. 4 l`"" �( Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x12-2 rows staggered at 0-9-0 oc. a O' WASE �?s Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,-41 / C� 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 R �, k;, 0 ' r . connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .;4 -�. P 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFR ii '. (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4 �: . 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 art) �_; r a 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs , 1, .4) 51398 ,, non-concurrent with other live loads. 0'� CIN7R *e 6)All plates are MT20 plates unless otherwise indicated. S'S G 4, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6 I�NAL� . 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ' t to V V '* fit between the bottom chord and any other members. April 27,2016 ,, ;, (5.0 psf)on member(s) 4-5,7-8,5-16,7-16 ct,,,,,,,.,•-!.,i;#k rS. '_.'," .a�'.,'£i4.E�Js°,r"`.,.,,,W: ..-.a 'r... '„,,,,_-.,,,,t ,,<er-: ..':ePn"•n,VR-Lni,'te'''tfMMAltre eeeiCArrlii. '##',: "SAVa':Sl.Wtekt1 •:;,%` W:ca,S?`2e`.QS°rte'kt6TXKI v...t4a1PP.4,TZA rd„>,..:.',S.AL TA,,31 :.el 00 ik WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. li 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 i! , building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IIT k is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 PLH-El Dorado K1935216 B1600867 A01 ATTIC 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:39 2016 Page 2 ID:jqR?OTKd?WiKZXAyOlc4gzMnfF-nVF?f0MO8CYJ 1 OJ U p3FeIZ3?KNU rEwxaVCmeTYzM W2c NOTES- (18) 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 452 lb uplift at joint 2 and 308 lb uplift at joint 10. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 4-4-0 oc max.starting at 2-0-12 from the left end to 32-4-12 to connect truss(es)JDO1(1 ply 2x4 DF),JDO2(1 ply 2x4 DF),JDO1(1 ply 2x4 DF),JA05(1 ply 2x4 DF)to front 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)211 lb down and 327 lb up at 4-0-0,and 120 lb down and 183 lb up at 34-4-12 on top chord,and 54 lb down at 6-4-12,and 123 lb down and 152 lb up at 8-4-12,and 37 lb down and 23 lb up at 34-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 17)Attic room checked for L/360 deflection. 18)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-14=-20,13-14=-30,10-13=-20,1-4=-64,4-5=-74,5-6=-64,6-7=-64,7-8=-74,8-11=-64,5-7=-10 Concentrated Loads(Ib) Vert:17=-17(F)18=-17(F)19=-17(F)20=-17(F)21=-123(F)22=-17(F)23=1(F)24=1(F)25=1(F)26=1(F)27=1(F)28=1(F)29=1(F)30=1(F)31=1(F)32=1(F)33=1(F) 34=6(F)35=-63(F)36=87(F) 'sG',„'; P”`.'' '7^i3 4'..:.,y' AVF..t.''.-kY 7 . ay.rou_ o'n`e..,o-X•. R `$ 1'c ,MJ.w xe ..T$r„ i'X •:r `,Yeironrt.:'!1'.k`�d&`" [£ ,`rT `''• vc�y...1',^ .. -.xrrq,ei/ .".Jf srONu+,.''��,.�. .....wn u vr/ s._P...'°�,d' .s.a.... 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 us a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall J building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI 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 PLH-El Dorado K1935217 B1600867 A02 ATTIC 3 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:40 2016 Page 1 ID:jqR?OTKd?WiKZXAyOlc4gzMnfF-kuMl4iNeggol GhTswT16N_8HnASHij5tzWFIXSzMW2a -9-1114 4-7-10 1 9-6-0 I 18-2-12 I 26-11-8 31-9-14 1 36-5-8 371-4-12 0-11-4 4-7-10 4-10-6 8-8-12 8-8-12 4-10-6 4-7-10 0-11-4 8x8= Scale=1:76.1 6 4x6= 4x6 = 5 PI 7 18 am EP. 19 16 3x6 II 4x12 II 4x12 H 4 8 12x12 �i 12x12•' 8.00 12 3 9 110. 17 17-0-0 20 2 dNiillitit10 411/.I -n 11= - I 1 d .5 4x6= 15 14 13 12 4x6 = 2x4 I I 9x12 MT18H= 9x12 MT18H= 2x4 I I 1 4-7-10 1 9-6-0 9-8-112 26-8-12 26-111-8 31-9-14 1 36-5-8 1 4-7-10 4-10-6 0--12 17-0-0 0-2-12 4-10-6 4-7-10 Plate Offsets(X,Y)-- [2:0-7-3,0-0-15],[4:0-8-13,0-0-8],[5:0-0-1,0-0-1],[6:0-4-0,0-2-41,17:0-0-1,0-0-11[8:0-8-13,0-0-81,[10:0-7-3,0-0-15],[13:0-4-12,0-4-8],[14:0-4-12,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell LJd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.53 13-14 >813 240 MT20 220/195 (Roof Snow=25.0) • Lumber DOL 1.15 BC 0.80 Vert(TL) -1.10 13-14 >394 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Attic -0.33 13-14 609 360 Weight:328 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins. 3-6,6-9:2x12 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x6 DF 2250F 1.7E*Except* 5-9-5 oc bracing:13-14. 13-14:2x12 DF SS JOINTS 1 Brace at Jt(s):16 QED P R Q t - , WEBS 2x4 DF Std G*Except* MiTek recommends that Stabi, er a r. :ttgjOt, �;, • 5-7:2x4 DF No.1&Btr G,4-14,8-13:2x6 DF No.2 be installed during truss ere./ kl,%c•:•lance with -01-,.,-#1,,. t�•' ,,-# Installation guide. 44.r , -y REACTIONS. (lb/size) 2=1759/0-5-8,10=1759/0-5-8 89200 RE Max Horz 2=-355(LC 8) Max Uplift2=-247(LC 10),10=-247(LC 11) Max Gray 2=2119(LC 19),10=2119(LC 20) I . - , FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �L �/�OREGON �Co TOP CHORD 2-17=-3558/343,3-17=-3491/353,3-4=-3058/250,4-18-2150/354,5-18=-1948/365, -`I.9 �'� 5-6=-93/1098,6-7=-92/1096,7-19=-1951/368,8-19=-2153/356,8-9=-3064/250, Q �' 14,2 �P'�` 9-20=-3493/355,10-20=-3560/345 1F�R I L� BOT CHORD 2-15=-441/3229,14-15=-434/3256,13-14=-82/2270,12-13=-195/2990,10-12=-203/2964 WEBS 3-14=-1238/412,9-13=-1243/416,5-16=-3715/491,7-16=-3715/491,4-14=0/1646, 8-13=0/1642,6-16=-95/871 EXPIRES: 12/31/2017 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-11-4 to 2-8-8,Interior(1)2-8-8 to 14-7-0,Exterior(2)14-7-0 to 18-2-12,Interior(1) 21-10-8 to 33-9-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ` .0, R A a DOL=1.60 plate grip DOL=1.60 .. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 LL.6 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �.'9 . WAS ` L- 0. t' non-concurrent with other live loads. �r> C , 4)All plates are MT20 plates unless otherwise indicated. + j ' 1 !~ ,, Q s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ar' , •• 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 .�,�, 5.` fit between the bottom chord and any other members. , 7)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-16,7-16 - 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 a v- �, 51.398,c� w� 9)A plate rating reduction of 20%has been applied for the green lumber members. �,�, 513 E.9 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 lb uplift at joint 2 and 247 lb uplift at �# -S G,�ti. joint 10. a `r4ONAL�� A. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. at 412)Attic room checked for L/360 deflection. A W V, April 27,2016 I'. • a.u's R d'✓ "q"rs s .'_ T*N.,,.nxtl*=_vr , ".'�.,rs .0..., "2n`"".:k;�:._ wA.... z ...._ ,. 4f? 7 `"?aiW°, ,.�"'";. ..+` _�' °-."'':Y5' ..F;r .. , .,s iY'�asoa x u.e"J:. ''. ,�. e'%: �... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. '1 oo- 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 AV building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935218 - B1600867 A03 ATTIC 8 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:41 2016 Page 1 ID:jqR?OTKd?VVIKZXAy01c4gzMnfF-kuMl4iNeggol GhTswT16N_8HmA6HijztzWFIXRzMW2a 9-1114 4-7-10 I 9-6-0 I 18-2-12 I 26-11-8 I 31-9-14 I 36-5-8 I 0-11-4 4-7-10 4-10-6 8-8-12 8-8-12 4-10-6 4-7-10 8x8= Scale=1:75.5 6 4x6= 4x6= 5 I! 7 17 ��'s 18 15 3x6 II 4x12 I I 4x12 I I co 4 8 m 12x12 1 12x12 8.00 12 9 3 • lip4 ' 19 .A-16 17-0-0 Nii10 co 2 /i1., 1i co � i� �� 1 I v o o 4x6= 14 13 12 11 4x6= 2x4 I I 9x12 MT18H= 9x12 MT18H= 2x4 I I 1 4-7-10 1 9-6-0 9-8C12 26-8-12 26-11-8 31-9-14 1 36-5-8 I 4-7-10 4-10-6 0-2-12 17-0-0 0-2-12 4-10-6 4-7-10 Plate Offsets(X,Y)-- [2:0-7-3,0-0-15],[4:0-8-13,0-0-8],[5:0-0-1,0-0-1],[6:0-4-0,0-2-4],17:0-0-1,0-0-1],18:0-8-13,0-0-8],[10:0-7-3,0-0-15],[12:0-4-12,0-4-8],[13:0-4-12,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.53 12-13 >813 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -1.10 12-13 >394 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.10 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Attic -0.33 12-13 609 360 Weight:327 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. 3-6,6-9:2x12 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x6 DF 2250F 1.7E*Except* 5-9-5 oc bracing:12-13. WEBS 122-13:2x12 DF SS 4 Std G Except* JOINTS 1 Brace at Jt(s):15 QED P R Ore MiTek recommends that Stabi a • 7•eot. .-,6',Sig_ , 5-7:2x4 DF No.1&Btr G,4-13,8-12:2x6 DF No.2 be installed during truss ere., �I, lance-c••• t i ,.: Installation guide. 444 REACTIONS. (lb/size) 2=1760/0-5-8,10=1683/0-5-8 Ct' 89200 P E 17__MMax Horz 2=349(LC 9) i__ Max Uplift2=-248(LC 10),10=-212(LC 11) Max Gray 2=2119(LC 19),10=2049(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -37OREGON COQ TOP CHORD 2-16=-3559/343,3-16=-3492/354,3-4=-3061/256,4-17=-2152/356,5-17=-1951/367, 4- 41O\ 5-6=-94/1099,6-7=-93/1098,7-18=-1952/368,8-18=-2153/357,8-9=-3066/261, ' 1 4,2 Q+ 9-19=-3462/368,10-19=-3579/357 4q�R R t 1 \. BOT CHORD 2-14=-454/3220,13-14=447/3247,12-13=-95/2261,11-12=-236/3010,10-11=-240/2987 WEBS 3-13=-1238/411,9-12=-1259/427,5-15=-3717/502,7-15=-3717/502,4-13=0/1647, 8-12=0/1648,6-15=-97/872 EXPIRES: 12/3 1�7 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-11-4 to 2-8-8,Interior(1)2-8-8 to 14-7-0,Exterior(2)14-7-0 to 18-2-12,Interior(1) 21-10-8 to 32-7-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber -4 B DOL=1.60 plate grip DOL=1.60 V 4. s 4 4 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4- 141y LL, N 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ' �t'9 WASj/ `-f ,. non-concurrent with other live loads. 0 ._ 1, 4)All plates are MT20 plates unless otherwise indicated. ,,ti i7►,a�0 `p v. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e�^ ' 9, V 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 •. .-- `4 fit between the bottom chord and any other members. ' 7)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-15,7-15 'r 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 e , 9)A plate rating reduction of 20%has been applied for the green lumber members. a, 10 d' 51398 >�, 4 10)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding248 lb uplift at 2 and 212 lb uplift at g �' G/STE P P jointp ,�- fid' CS joint 10. —4ONALE e 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4- 12)Attic room checked for L/360 deflection. tr it 7 'b April 27,2016 l � .:.r�'re r.,m.e.: �t lk�'Ekca 'fa -£=...ft;i±5 E^a.t" t,, `y e..a33r3.,,,,,,,,,045: ow ..,,,.. .,.'.oe'.'? ,,, vv c'.:,,:;1au' .d&i>;x3`;21;,3".:. l-'anise. ,.a; 33:3:: ,,",.s' ' a+.`-1,,U.'. .45F r!„.Z valb utlW�d,t,V ai;`.uu`"..i,,A) OG WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. r Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not -E K a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall iia=3 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify 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 PLH-El Dorado K1935219 B1600867 A04 ATTIC 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10.56:42 2016 Page 1 ID:jqR?OTKd?WiKZXAyOlc4gzMnfF-C4w7H2OHR7wuur23U BpLuChaYaVxR IkOCA?J3tzM W2Z O11 4 7 10 9-6-0 18-2-12 I 26-11-8 1 31-9-14 1 36-5-8 1 0-11 4-7-10 4-10-6 8-8-12 8-8-12 4-10-6 4-7-10 8x8= Scale=1:81.2 3x6 = 3x6 5 #,,IL ,,, 7 17 40 2x4 II 3x6 I 3x6 I I • 4 8 12x12 i- rt N 8.00 12 Cr, 12x12 3 " 40 PSF LIVE LOAD :0 9 ;, t, ZOOM AREA ONLY III :O 1700l: !1 I 4x6= 16 15 14 12 13 11 4x6 = 2x4 II 9x12 MT18H= 9x12 MT18H= 2x4 LUS24 26-11-8 I 4-7-10 i 9-6-0 9- 2 12-10-0 i 26-7-0 26-8T�j 2 31-9-14 i 36-5-8 I 4-7-10 4-1-0-6 0-N22 3-1-4 13-9-0 0-1_y2 4-10-6 4-7-10 0-2-12 Plate Offsets(X,Y)-- [4:0-3-0,0-1-41,[5:0-3-0,0-0-12[,[6:0-4-0,0-2-41,[7:0-3-0,0-0-12],[8:0-3-0,0-1-41,[12:0-4-12,0-4-8[,[15:0-4-12,0-4-8) LOADING(psf) SPACING- 3-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) 0.09 15-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.15 15-16 >994 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.13 Horz(TL) 0.02 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Attic -0.07 14-15 1143 360 Weight:654 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD 2-0-0 oc purlins(6-0-0 max.) 3-6,6-9:2x12 DF SS (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracin.g. 12-15:2x12 DF SS JOINTS 1 Brace at Jt(s):6,17 PROF WEBS 2x4 DF Std G*Except* �p,E0 is 5-7:2x4 DF No.1&Btr G,4-15,8-12:2x6 DF No.2 �Co ANG�N E-- SS REACTIONS. All bearings 0-5-8. (Ib)- Max Horz 2=524(LC 7) ' 89200 P E �� Max Uplift All uplift 100 lb or less at joint(s)except 2=-436(LC 8),10=-301(LC 8), 14=-348(LC 8),13=-399(LC 26) Max Gray All reactions 250 lb or less at joint(s)except 2=1575(LC 1),10=1231(LC 1 1),14=2761(LC 31),13=2118(LC 18) Q OREGON �[/n-- ,.--... r / FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ��./6'�,9 Q1 IX A TOP CHORD 2-3=-2492/664,3-4=-1553/489,4-5=-1360/505,5-6=-384/123,6-7=-348/39, r 14 2 p'�" ' 7-8=-1487/617,8-9=-1405/533,9-10=-1999/586 /1/ BOT CHORD 2-16=-793/2020,15-16=-77811960,14-15=-268/1129,13-14=-257/1086,12-13=-240/1342, I R ILA- BOT 11-12=-433/1580,10-11=-429/1603 WEBS 3-15=-1020/628,9-12=-545/373,5-17=-1146/888,7-17=-1146/888,4-15=-642/293, 8-12=-902/466,6-17=-176/299,3-16=-86/418,9-11=-3/291 EXPIRES: 12/ -1/2017 NOTES- (18) 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: 1i, ii, iii a 4. Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x12-2 rows staggered at 0-9-0 oc. R 4 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x12-2 rows staggered at 0-9-0 oc. ♦b vRRILZ, b, 4'4 Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ' 1� 01 WA.S-,I �t - 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 * ,1 1,' connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. . 3; G,, \7 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS yet -,f�s ,! C (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 L'' til(f�r..r 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;ExpB;FullyExp.;Ct=1 is 1 `. E. p ) 9 rY 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 0 / non-concurrent with other live loads. 0 - �f ''r .c� , 6)All plates are MT20 plates unless otherwise indicated. ., ,P0 .4,51398,0 w , 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 '1 C v /STVP' 44. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `'s). L��C �k fit between the bottom chord and any other members. ,! , 9)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-17,7-17 ft Ig 0 1 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15,13-14,12-13 April 27,2016 � ,.., *...,,•• :-auction of 20%has been applied for the green lumber members. 00]] < r. - Y' :;�:vs,�,. .:,A,Lwt.-.y<7,,,,,,,,,,---, ,,-.. .,•: :3u. ....,..1 .ex..,,- ..7::,t'5,,,._ _,...- _'s. ', s-a.,..., ,.t.. a.e. ...... :: '. at:=;.z ,.. _, ,_..s"= : ..., , .. ',^,, 4 ,5*:,.k 00 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 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 AVIA Fr building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M-TTk` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935219 B1600867 A04 ATTIC 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print.7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:42 2016 Page 2 I D:jqR?OTKd?WiKZXAyOlc4gzMnfF-C4w7 H2OH R7wuur23U BpLvChaYaVxRIkOCA?J3tzM W2Z NOTES- (18) 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 436 lb uplift at joint 2,301 lb uplift at joint 10,348 lb uplift at joint 14 and 399 lb uplift at joint 13. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 9-8-0 from the left end to connect truss(es)AO5F(1 ply 2x6 DF)to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Attic room checked for L/360 deflection. 18)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-15=-30,13-15=-45,12-13=-46,10-12=-30,1-4=-96,4-5=-111,5-6=-96,6-7=-96,7-8=-111,8-10=-96,5-7=-15 Concentrated Loads(Ib) Vert:15=-456(B) `ir, < sk,F+� nS z i }imtf iww ^..; M_=,_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A111-7473 rev.10/03/2015 BEFORE USE. 00 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,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 PLH-El Dorado - K1935220 81600867 A05 Jack-Closed 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:43 2016 Page 1 ID:jqR?OTKd?WiKZXAy0lc4gzMnfF-gHUVWOPvCR21V?dF2uKaSPDhN_tRAIL9QgkscJzMW2Y -0-11-14 4-9-10 I 9-7-4 I 17-7-4 1812-12 0-11-4 4-9-10 4-9-10 8-0-0 0-7-8 6 Scale=1:70.4 5 I 3x6 I I • 4 '9 ::0l2xl2td[ gol/1",-- I i �:t o /_, 4x8 m 8 7 5x6= I 9-7-4 9-7-4 Plate Offsets(X,Y)-- [2:0-8-0,0-0-41,[4:0-3-0,0-1-4],[8:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.19 2-8 >571 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.58 2-8 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:109 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3-6:2x12 DF SS end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 o.r ��)� WEBS 2x4 DF Std G MiTek recommends that Stabiliz Ir d c i•-; be installed during truss erecti'\,��a .= i r 7,44 Installation guide. Ni: REACTIONS. (lb/size) 8=711/Mechanical,2=427/0-5-8,5=276/0-5-8 '9 Max Horz 2=548(LC 10) ir 89200 P E Max Uplift8=-468(LC 10),5=-238(LC 10) - . - Max Gray 8=756(LC 18),2=427(LC 1),5=292(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • Q CZ TOP CHORD 2-9=-442/122,3-9=-389/149,3-4=-407/294,4-8=-496/406 '9 OREGON CV BOT CHORD 2-8=-159/265 L/ 7 oN ± WEBS 3-8=-316/186 Q 14 2 NOTES- FR R I V''- 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)-0-11-4 to 2-0-12,Interior(1)2-0-12 to 18-2-12 zone;cantilever left and right exposed EXPIRES: 12/31/2017 ;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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. a A .4 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. ::4,- F,RRIZ t6)A plate rating reduction of 20%has been applied for the green lumber members. k•4* Q -c WASk• 407)Refer to girder(s)for truss to truss connections. O, 1:,8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 468 lb uplift at joint 8 and 238 lb uplift at y �� °`joint 5. , '�:jc' . '9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. F�Lf� lai 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. r _� 'i +, LOAD CASE(S) Standard y� �,�51�39$44, 4k"' 4. '�' 'G.ISTERG' ' 4 ,��SIONAL��44 ' vt, ' * April 27,2016 <.a K .A..,.;rm m.tofsi, xv .,„.'ok s,-,74 '. ,r.,VA's140M/473AW ;'rs rs rawrl: ' " .'44,1.-,', , 'i ,eg " r 'Z`,r'" ,> aza at o __ 0 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 11 ll" Design valid for use only with MiTek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not -----D..-•_ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■T 1./11:,:i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado . K1935221 - 131600867 AO5F Flat Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:56:43 2016 Page 1 I D:jgR?OTKd?WiKZXAy0lc4gzMnfF-gH UVWOPvCR21V?dF2uKaS PDIC_r4An_9QgkscJzMVV2Y I 3-7-0 I 3-7-0 1 3x4 = Al �.�l Scale=1:18.2 MMIv\ =■• I. -Nkt-41111 0.0 `'I �NGINEF,r' /o2 M -44 89200PE 9c-- II ME ' � OREGON DK �[v� i P 5 3 �j p LUS24 tl R 10- 4 4x4= 2x4 it EXPIRES: 12/31/2017 I 3-7-0 I 3-7-0 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 0.15 Vert(LL) -0.02 3-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.04 3-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 BCDL 10.0 (Matrix} Weight:24 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x6 DF No.2 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) 4=486/Mechanical,3=481/Mechanical Max Uplift4=-282(LC 4),3=-279(LC 4) 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;cantilever 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;Fully Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 lb uplift at joint 4 and 279 lb uplift at joint 3. 9)"Fix heels only"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. 11)Use Simpson Strong-Tie LUS24(4-SD9112 Girder,2-SD9212 Truss,Single Ply Girder)or equivalent at 1-9-6 from the left end to $ lk R A 4, connect truss(es)A05(1 ply 2x4 DF)to back face of bottom chord. V 6 =, 4 12)Fill all nail holes where hanger is in contact with lumber. L 4, # 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4,7 a�4 WAS LOAD CASE(S) Standard '. .;y , .T �S 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15kii. s x.y µ' • Uniform Loads(plf) _ �' Vert:1-2=-64,3-4=-20 � f\ �` Concentrated Loads(Ib) 0, frelr Vert:5=-691(B) r$`'d �4 '= 1604 � 51398GIST ' . S 4' 4ONAL�' April 27,2016 ".TM~,.. ,a.,1 :,,,S"'y - .aY ib ';",M*;,'n%,,. .. ,_ •, a„c,•aa'v.± �,,r e :" S,r, u xAat, :u ifi,,,'+°'"0Yg-'-r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. r7-1 Design valid for use only with MTekv 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 JVLIL J building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935222 61600867 A06 ATTIC 1 2 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:56:45 2016 Page 1 I D:jq R?OTKd?WIKZXAyOIc4gzMnfF-cfcGv4Q9k21TIJmd9JM2XgJ5noXfefU Su8DzgCzM W2 W -0r11� 4-7-10 9-6-0 I 18-2-12 I 26-11-8 31-9-14 36-5-8 0-11 4-7-10 4-10-6 8-8-12 8-8-12 4-10-6 4-7-10 8x8= Scale=1:81.2 3x6 = = 43x6 0 36II• 12x12 >8.00IN ROOM AREA ONLY110 0-0 ...70. 0& 1 2 .�,■■ 1i rn ,,AllX11 1� I Iv 4x6= 16 15 14 ,•12 13 11 4x6•_ 2x4 I I 9x12 MT18H= 9x12 MT18H= 2x4 II LUS24 26-11-8 I 4-7-10 26-7-0I 4910-6 0 0 23- 4-0 I 206--12 341--10-614 I 346-7-58 4-7-10 13-9-0 0-2-12 Plate Offsets(X,Y)-- [4:0-3-0,0-1-41,[5:0-3-0,0-0-121,16:0-4-0,0-2-41,17:0-3-0,0-0-121,[8:0-3-0,0-1-4],[12:0-4-12,0-4-81,[15:0-4-12,0-4-81 LOADING(psf) SPACING- 3-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) 0.09 15-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.15 15-16 >997 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Attic -0.07 14-15 1143 360 Weight:654 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD 2-0-0 oc purlins(6-0-0 max.) 3-6,6-9:2x12 DF SS (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x6.DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. 12-15:2x12 DF SS JOINTS 1 Brace at Jt(s):6,17 WEBS 2x4 DF Std G*Except* �Q,F P R ope o 5-7:2x4 DF No.1&Btr G,4-15,8-12:2x6 DF No.2 \Co� NAG I N E Wo REACTIONS. All bearings 0-5-8. G�� 2 (Ib)- Max Horz 2=524(LC 5) CC 89200 P E \-- Max Uplift All uplift 100 lb or less at joint(s)except 2=-435(LC 8),10=-301(LC 8), 14=-345(LC 8),13=-399(LC 26) Max Gray All reactions 250 lb or less at joint(s)except 2=1573(LC 1),10=1231(LC , 1),14=2758(LC 31),13=2118(LC 18) OREGON Ltd Cr FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ��j '� 1 TOP CHORD 2-3=-2489/662,3-4=-1551/487,4-5=-1359/505,5-6=-383/123,6-7=-348/38, ��,2� T 7-8=-1486/616,8-9=-1404/532,9-10=-1998/585 �►I �P BOT CHORD 2-16=-791/2017,15-16=-777/1957,14-15=-267/1128,13-14=-256/1085,12-13=-240/1341, ,v/��R �-^`' 11-12=-432/1578,10-11=-428/1602 WEBS 3-15=-1018/627,9-12=-545/372,5-17=-1144/886,7-17=-1144/886,4-15=-641/292, 8-12=-901/465,6-17=-176/298,3-16=-85/418,9-11=-3/291 EXPIRES: 12/31/2Q17 NOTES- (18) 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x12-2 rows staggered at 0-9-0 oc. �. A g Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x12-2 rows staggered at 0-9-0 oc. *4- ,BRILL, 4 4. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. s' 9 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 �1 O' WASJ .T connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 0-100 r G'� '� ' 3)Wind:ASCE 7-10;Vult=14Omph(3 second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS � " , C) . (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ara 1t-P, :- 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 en t me,* 1 \ it.5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs .t 11011+1 non-concurrent with other live loads. 4 ..6 51398 8+ 6)All plates are MT20 plates unless otherwise indicated. ,_ w 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��'�, �GISTER� 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 sSIONAL' ' 4 fit between the bottom chord and any other members. r it 9)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-17,7-17 rw E it it V 10)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15,13-14,12-13 April 27,2016 4, • ,p..„:. -;; .uction of 20%has been applied for the green lumber members. 00 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -ill Upr Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a 1 iY Iiii building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BGSI 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 PLH-El Dorado K1935222 . 01600867 A06 ATTIC 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:45 2016 Page 2 ID:jqR?OTKd?WiKZXA_y0Ic4gzMnfF-cfcGv4Q9k2ITIJmd9JM2XgJ5noXfefU Su8DzgCzMW2W NOTES- (18) 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 2,301 lb uplift at joint 10,345 lb uplift at joint 14 and 399 lb uplift at joint 13. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 9-8-0 from the left end to connect truss(es)AO5F(1 ply 2x6 DF)to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Attic room checked for L/360 deflection. 18)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-15=-30,13-15=-45,12-13=-46,10-12=-30,1-4=-96,4-5=-111,5-6=-96,6-7=-96,7-8=-111,8-10=-96,5-7=-15 Concentrated Loads(Ib) Vert:15=-451(F) b ss�+�r., as.��`�r; �•: :,;n,....�,r,:�,� ,.�r� :a�: ,�;,�.�rr�,*€>t _ :�,.w'��1 �tr. � x�x-;?c � r>�..«;:�, �°�.r� a„ .��-.��=:�h�. .ter-. .�-� .N ��i�;��• +;,.b n _. 00 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 10-1" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not - S 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 ask is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mask' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado - K1935223 B1600867 A07 ATTIC 3 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 Mitek Industries,Inc.Wed Apr 27 10:56:45 2016 Page 1 I D:jqR?OTKd?WiKZXAy0Ic4gzMnfF-cfcGv4Q9k21TIJmd9JM2XgJzIoU DeXzSuSDzgCzMW2 W 9-11-14 4-7-10 9-6-0 1 18-2-12 1 26-11-8 1 31-9-14 i 36-5-8 i 0-11-4 4-7-10 4-10-6 8-8-12 8-8-12 4-10-6 4-7-10 8x8= Scale=1.75.5 6 4x6= 4x6= 5 111 7 ��17 �.. 18 15 3x6 II 4x12 I I 4x12 II cD 4 8 0 N 12x12 �i 4 N 1 12x12 8.00 r-12- 3‘.^ 2 39 19 Ar- Z9g1/_110. 17-0-0 ' 10 .2 i��1 `M■iI Iv o o 4x6= 14 13 12 11 4x6= 2x4 II 9x12 MT18H= 9x12 MT18H= 2x4 II I 4-7-10 1 9-6-0 9-81-112 26-8-12 261111-8 31-9-14 1 36-5-8 1 4-7-10 4-10-6 0-2-12 17-0-0 0-2-12 4-10-6 4-7-10 Plate Offsets(X,Y)-- 12:0-7-3,0-0-151,14:0-8-13,0-0-4[5:0-0-1,0-0-1],[6:0-4-0,0-2-41,[7:0-0-1,0-0-1],(8:0-8-13,0-0-81,[10:0-7-3,0-0-151,[12:0-4-12,0-4-81,[13:0-4-12,0-4-81 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.53 12-13 >813 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -1.10 12-13 >394 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.10 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Attic -0.33 12-13 609 360 Weight:327 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. 3-6,6-9:2x12 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x6 DF 2250F 1.7E*Except* 5-9-5 oc bracing:12-13. 12-13:2x12 DF SS JOINTS 1 Brace at Jt(s):15 QED PR OFF WEBS 2x4 DF Std G*Except* MiTek recommends that Stabi.V ... .,•34ft.'._ --.-'154V.12 5-7:2x4 DF No.1&Btr G,4-13,8-12:2x6 DF No.2t' be installed during truss ere./��,,,c... •ance with 'tai ,., Installation guide. 444 1 REACTIONS. (lb/size) 2=1760/0-5-8,10=1683/0-5-8 cZ' 89200 P E Max Horz 2=349(LC 9) . Max Uplift2=-248(LC 10),10=-212(LC 11) Max Gray 2=2119(LC 19),10=2049(LC 20) 1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'y , _OREGON �[(. TOP CHORD 2-16=-3559/343,3-16=-3492/354,3-4=-3061/256,4-17=-2152/356,5-17=-1951/367, ' '\ 1 5-6=-94/1099,6-7=-93/1098,7-18=-1952/368,8-18=-2153/357,8-9=-3066/261, /� /��, Y 1 4,2�le, 9-19=-3462/368,10-19=-3579/357 `Y/�R RIO— S-12=0/1648, I -`^ BOT CHORD 2-14=-454/3220,13-14=-447/3247,12-13=-95/2261,11-12=-236/3010,10-11=-240/2987 WEBS 3-13=-1238/411,9-12=-1259/427,5-15=-3717/502,7-15=-3717/502,4-13=0/1647, 8-12=0/1648,6-15=-97/872 EXPIRES: 12/31/2017 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)-0-11-4 to 2-8-8,Interior(1)2-8-8 to 14-7-0,Exterior(2)14-7-0 to 18-2-12,Interior(1) 21-10-8 to 32-7-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber . ii YI S. 4 DOL=1.60 plate grip DOL=1.60 .* t 47 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 h j,]V. LL & C 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs * killWAS. `1'f "' non-concurrent with other live loads. 'J OV -/-1/1,' n r 4)All plates are MT20 plates unless otherwise indicated. z...,‘ gr(..,:y- 0 --- 1 0,,, .6:1:,' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 41 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. h� 7)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-15,7-15 ®r %ts,T1 Er 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 ''d,� ,� 51398 w k 9)A plate rating reduction of 20%has been applied for the green lumber members. Q- '' CIS 1 VR 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 248 lb uplift at joint 2 and 212 lb uplift at _,,t, -- 4 joint 10. # `IONALti'' 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. # . . 4 12)Attic room checked for U360 deflection. '6 April 27,2016 V�-. r• �' �fv" ' :.` ,.�:.... ,1�oK'-'' ....;,s,K�'....r?6.,:.''''',.4,-�• ;Y'Aki;,?_ . -.:-a,•?4`,®w'&,4'7'6,-_. .'3.,-;,,,,,M, .c..�':_;" ..tE':.'r.n.a ,A",',,,,',".-,,,,,,,..:._;T+1,,` is, :.:;-a.me,:ei4...,do i=i.'..-i`W ;,.,- ;•,,,,,-7,,,,,,,,.;f7, 00 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 MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not - i aE a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall L��_ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935224 - B1600867 A08 ATTIC 3 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:56:46 2016 Page 1 ID:jqR?OTKd?WiKZXAy01c4gzMnfF-4sAe7PRnVMQKMSLgj1 tH42rBTBgUN_Ic6ozWCezMW2V 011-�} 4-7-10 9-6 0 18 2-12 26 11-8 I 31-9-14 36-2-6 0-11-4 4-7-10 4-10-6 8-8-12 8-8-12 4-10-6 4-4-8 8x8= Scale=1:75.4 4x6= 6 4x6 = 5 /�. 7 17 i�a=fii.. 18 15 3x6 II 3x10 I I 3x10 II 4 8 • 12x12-2 .I 1, 12x12 8.00 12 9 3 16 17-0-0 ' ii 10 . Q11`!_• - I .. o 4x6= 14 13 12 11 4x6= 2x4 I I 9x12 MT18H= 9x12 MT18H= 2x4 II 1 4-7-10 I 9-6-0 9-8-12 26-8-12 26-111-8 31-9-14 1 36-2-6 1 4-7-10 4-10-6 0-2-12 17-0-0 0-2-12 4-10-6 4-4-8 Plate Offsets(X,Y)-- [2:0-7-3,0-0-15],[4:0-9-9,0-1-01,15:0-0-1,0-0-1],[6:0-4-0,0-2-41,[7:0-0-1,0-0-1],[8:0-9-1,0-0-8],[10:0-6-0,0-0-11,[12:0-4-12,0-4-81,[13:0-4-12,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.52 12-13 >817 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -1.08 12-13 >399 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.09 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix) Attic -0.33 12-13 609 360 Weight:326 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins. 3-6,6-9:2x12 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x6 DF 2250F 1.7E*Except* 5-9-5 oc bracing:12-13. 12-WEBS 22413E Std G 3:2x12 DF SSept* JOINTS 1 Brace at Jt(s):15 �EO P R OFFS MiTek recommends that Stabi• 'a •-14 Mtjt '• = 5-7:2x4 DF No.1&Btr G,4-13,8-12:2x6 DF No.2 be installed during truss ere•, ♦ t�'I �I,,,c.,. •ance with ,,-4!0„, Installation guide. , REACTIONS. (lb/size) 2=1748/0-5-8,10=1674/Mechanical c 89200PE �� Max Horz 2=349(LC 7) Max Uplift2=-247(LC 10),10=-207(LC 11) Max Gray 2=2105(LC 19),10=2042(LC 20) - – FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON [(�' TOP CHORD 2-16=-3535/342,3-16=-3469/352,3-4=-3025/253,4-17=-2119/352,5-17=-1918/364, '7 '�-1 '� '` 5-6=-93/1083,6-7=-90/1069,7-18=-1933/367,8-18=-2134/356,8-9=-3012/255, 0 ' 14,2� pt- 9-19=-3321/353,10-19=-3437/342 MER R 1 L\- BOT CHORD 2-14=-452/3200,13-14=-446/3226,12-13=-93/2231,11-12=-219/2849,10-11=-222/2822 WEBS 3-13=-1248/412,9-12=-1103/409,5-15=-3655/496,7-15=-3655/496,4-13=0/1641, 8-12=0/1580,6-15=-96/858,9-11=-260/95 EXPIRES: 12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-11-4 to 2-8-3,Interior(1)2-8-3 to 14-7-5,Exterior(2)14-7-5 to 18-2-12,Interior(1) 21-10-3 to 32-4-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 0 ti, A * 4, DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 * �RRILL , 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs r non-concurrent with other live loads. ," + ©�uV. AS�I4r ' ,* 4)All plates are MT20 plates unless otherwise indicated. �**.) ) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'preir -, 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 by2-0-0 wide will -.-ft � '50. r • 9 1 . C fit between the bottom chord and any other members. 55— f��~/f r 7)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-15,7-15 ff ]f 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 A 51398 a'' 9)A plate rating reduction of 20%has been applied for the green lumber members. O.16 •� 'o R� ,4 10)Refer to girder(s)for truss to truss connections. , IS u 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 lb uplift at joint 2 and 207 lb uplift at sSIONAL�'�� joint 10. "� D ' 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. W 13)Attic room checked for L/360 deflection. April 27,2016 D 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1111, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 Ni.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935224 B1600867 A08 ATTIC 3 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:46 2016 Page 2 I D:jgR?OTKd?Wi KZXAyOlc4gzMnfF-4sAe7 P RnVMQ KMSLgj 1 tH42r8TBgUN_Ic6ozWCezM W2V LOAD CASE(S) Standard `,:'..as,A .n. r" .".i.a.mvAi`f^..: .'R.w':.;rcow-1 R,� .`a,,,m,?; o 4x1: t'i+�ir,,s,.,kr"�y`r�.t'.x -Txkz ,;ra'atkmw,,,,?r T1s ' `cttiag ;"r�zwA.;%,,,,,rYo,,` tk ':?tv.,mpyg. 1 ,x9-&+: :.'.•31.1 ".:,r:1 00 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. II II II IV Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not _ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■1 lti building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935225 - B1600867 A09 ATTIC 9 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56.47 2016 Page 1 I D:jqR?OTKd?WiKZXAy0lc4gzMnfF-Y2kOKISPGgYB_cwOHkOWcFOIMb8i6Q31LRi415zM W2U -1:1111 4-7-10 9-6-0 { 18-2-12 26-11-8 31-9-14 1 36-2-6 0-11 4-7-10 4-10 6 8-8-12 8-8-12 4-10 6 4-4-8 8x8— Scale=1:75.4 6 3x8 = 3x8= 5 Al 9 16 2x4 II 3x10 II 3x6 I I 4 a • 12x12 i 1 ti 12x12 8.0012 9 3 .111/4 f�Ilk10 , 20 Ai r' , 1 17-0-0 411�J •� �= ��' I0� o , 813 O 4x6= 15 14 12 11 4x6= 2x4 H 9x12 MT18H= 9x1 Iy11T8l8H= 2x4 II I 4-7-10 9-6-0 9-8-12 26-5-8 26-$ f2 31-9-14 I 36-2-6 1 4-7-10 4-10-6 0--2 16-8-12 0- 4-10-6 4-4-8 0-2-12 Plate Offsets(X,Y)-- [4:0-8-13,0-0-8],[6:0-4-0,0-2-41,18:0-3-0,0-1-41,112:0-4-12,0-4-0],[14:0-4-12,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.45 13-14 >702 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.90 13-14 >348 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.76 Horz(TL) 0.07 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Attic 0.03 12-13 360 360 Weight:326 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. 3-6,6-9:2x12 DF SS BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. BOT CHORD 2x6 DF No.2*Except* JOINTS 1 Brace at Jt(s):16 p(� 12-14:2x12 DF SS,10-12:2x6 DF 2250F 1.7E MiTek recommends that Stabiliz-..= irgd'c�Qi-;15r i'-.. WEBS 2x4 DF Std G*Except* 5-7:2x4 DF No.1&Btr G,4-14,8-12:2x6 DF No.2 be installed during truss erecti•-;IN.� � i =-� i O Installation guide. REACTIONS. (lb/size) 2=1527/0-5-8,10=1075/Mechanical,13=820/0-3-8 4rC 89200 P E �.C-r ' Max Horz 2=349(LC 7) __- , Max Uplift2=-278(LC 10),10=-194(LC 10),13=-222(LC 11) Max Gray 2=1828(LC 19),10=1186(LC 19),13=1402(LC 20) . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q OREGON 41 TOP CHORD 2-17=-3070/392,3-17=-3004/403,3-4=-2301/245,4-18=-1404/282,5-18=-1203/320, 7/./ '�q 0• tN 5-6=-128/780,6-7=-34/427,7-19=-1556/411,8-19=-1758/400,8-9=-2007/352, Q Y j 4 2 9-20=-1732/357,10-20=-1834/346 qq�/�. P ' BOT CHORD 2-15=-496/2803,14-15=-493/2800,13-14=-161/1657,12-13=-161/1639,11-12=-259/1583, �R R`L� 10-11=-253/1517 WEBS 3-14=-1426/390,5-16=-2489/587,7-16=-2489/587,4-14=0/1516,8-12=-217/336, 6-16=-116/592,9-11=-381/38 EXPIRES:_1.2L 1121l�7 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)-0-11-4 to 2-8-3,Interior(1)2-8-3 to 14-7-5,Exterior(2)14-7-5 to 18-2-12,Interior(1) 21-10-3 to 32-4-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber , DOL=1.60 plate grip DOL=1.60 tI 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 v 4 L B d ° 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs +or .J� sv WAS,, `T, non-concurrent with other live loads. "r A�` , I"G'), 'e'.� ! 4)All plates are MT20 plates unless otherwise indicated. -" ;;, ;4_, U -* 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. [ ±'-e ' s 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 ea I in fit between the bottom chord and any other members. el r 1*, 7)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-16,7-16 4 ' 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14,12-13 4, '1 .�,5139g�y A'W ;�, 9)A plate rating reduction of 20%has been applied for the green lumber members. �� GISMWC'r 10)Refer to girder(s)for truss to truss connections. S'A' 6 4, 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 278 lb uplift at joint 2,194 lb uplift at joint I�AIAL� it 10 and 222 lb uplift at joint 13. k I, Tt 1 4 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. April 27,2016 . ed for L/360 deflection. 7...,.. .. 8i,,r ` .rap„,a e. A. d i, "*t,_,^�,_.ti=.,f+^.1,se..,.L.r.A.t.,..a.2.._. it�.a, r:. ...,..x`,14 a. �_ f, g�, �+:. t<, X11.. �k_ 00 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. II II 11 K 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 aMI �p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVY eTek * is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ev® fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935225 61600867 A09 ATTIC 9 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton.OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:47 2016 Page 2 ID:jgR?OTKd?W KZXA_y01c4gzMnfF-Y2kOKISPGgYB_cwOHkOWcFOIMb8i6Q3ILRi415zMW2U LOAD CASE(S) Standard 'R ^ v'3 un, ,a•, •. :....'?'�?w`rs,.m?au.-ed. °�.A-vm .x,38 ..w, u,a.•` ,as-s�._ sa._ r-. 5, .4Q3,.�ra::-' '�2 s+- ,...rte. 'a98T .a s ./r., .'2A,� s.2 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ilk�■�" 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 AY Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type thy Ply PLH-El Dorado 1{1935226 - B1600867 A10 ATTIC 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:56:48 2016 Page 1 I D:jgR?OTKd?Wi KZXA_yOIc4gzMnfF-OE H PY5T11 zg2cmVCciSwl9TxcW?VXrz7va5SdHXzM W2T Dr11 4-7-10 1 9-6-0 I 18-2-12 26-11-8 31-9-14 36-2-6 1 o-11 4-7-10 4-1-0-0 8-8-12 8-8-12 4-10-6 4-4-8 8x8= Scale=1:85.6 3x6= 6 3x6= 5 PI. 7 17 2x4 II 3x6 I I 3x6 II 4 8 . ill' 12x12 "ir• 8.00 12 Special 12x12 •••.'3 9 ♦:- #4111 17-0-0 ' 0 m12 1-. o vI/o �1 i lg �� O„ ii ii 1 iH ii ii F a' I� 4x6 = 18 16 19 20 21 is 2E. 2 14 23 24 25 26 27 28 29 12 13 11 4x6 = o LUS24 2x4 9x12 MT18H= LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 9x12 MT18H= 2x4 II LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 10-11-4 26-11-n I 4-7-10 9-6-0 9-8-12 1 26-5-8 26-. 2 31-9-14 1 36-2-6 4-7-10 4-10-6 0-2-'12 15-64 0-� 4-10-6 4-4-6 1-2-8 0-2-12 Plate Offsets(X,Y)-- [4:0-3-0,0-1-4],[5:0-3-0,0-0-12],[6:0-4-0,0-2-41,[7:0-3-0,0-0-12],[8:0-3-0,0-1-41,[12:0-4-12,0-4-81,[15:0-4-12,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.19 13-14 >981 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -0.32 13-14 >560 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.26 Horz(TL) 0.02 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Attic 0.02 12-13 520 360 Weight:326 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-6,6-9:2x12 DF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: BOT CHORD 2x6 DF No.2*Except* 10-0-0 oc bracing:14-15,12-13. WEBS 122-15:2x12 DF SS 4 Std G*Except* JOINTS 1 Brace at Jt(s):17 �E[� P R OPE,, MiTek recommends that Stabi $ =-- 5-7:2x4 DF No.1&Btr G,4-15,8-12:2x6 DF No.2 T n be installed during truss ere., rr�y�..=c••lance with i�i :, Installation guide. 14 -57. REACTIONS. All bearings 0-5-8 except(jt=length)10=Mechanical,13=0-3-8. ' $9200 P E c--" (Ib)- Max Horz 2=349(LC 5) - Max Uplift All uplift 100 lb or less at joint(s)except 2=-235(LC 9),10=-152(LC 25), 13=-264(LC 9),14=-140(LC 8) , Max Gray All reactions 250 lb or less at joint(s)except 2=830(LC 1),10=617(LC 1), D �' 13=1889(LC 32),14=2082(LC 31) 'S7 OREGON CV FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �A 1 4, TOP CHORD 2-3=-1166/447,3-4=-613/258,4-5=-742/311,5-6=-361/26,6-7=-352/33,7-8=-7471322, /W&--R L� �� 8-9=-6051243,9-10=-912/300 BOT CHORD 2-18=-424/926,18-19=-424/926,16-19=-424/926,16-20=-426/897,20-21=-424/899, 15-21=-424/900,15-22=-119/535,14-22=-117/540,14-23=-120/463,23-24=-120/463, 24-25=-120/463,25-26=-120/463,26-27=-120/463,27-28=-1201463,28-29=-120/463, EXPIRES: 12/31/2017 13-29=-120/463,12-13=-79/668,11-12=-202/693,10-11=-205/701 WEBS 3-15=-4821425,9-12=-238/265,5-17=-236/404,7-17=-2361404,4-15=-739/241, 8-12=-703/283,3-16=0/358 NOTES- (18) 6 i k 1}Wind:ASCE 7-10;Vuit=140mph(3 second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS D .V'RRILL 4 4r" (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,y4 WAS `�f ' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ',, 4v 1- >, 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs s , � „� �� non-concurrent with other live loads. 4,;., /�►/ -_.74,117 , p."' 4)All plates are MT20 plates unless otherwise indicated. - _ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will7.4,4„,,,p9x,E, lige` ' fit between the bottom chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-17,7-17 5139$ 4a8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15,13-14,12-13 'kS' �� 9)A plate rating reduction of 20%has been applied for the green lumber members. �©NAL� 10)Refer to girder(s)for truss to truss connections. �"• 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 2,152 lb uplift at joint 'Si 10,264 lb uplift at joint 13 and 140 lb uplift at joint 14. April 27,2016 f • -s _ ,_. ,_._.4.1.........At...W . .44....01.,......M... ..s..—......m 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 P\vi 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 MFTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935226 B1600867 A10 ATTIC 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:56:48 2016 Page 2 I D:jqR?OTKd?WiKZXAyDIc4gzMnfF-OEHPY5T11 zg2cmVCgSwl9TxcW?VXrz7va5SdHXzMW2T NOTES- (18) 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 26-0-12 to connect truss(es)JA01(1 ply 2x4 DF),JA02(1 ply 2x4 DF),JA03(1 ply 2x4 DF),JA04(1 ply 2x4 DF)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)191 lb down and 286 lb up at 5-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)Attic room checked for L/360 deflection. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 18)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-15=-20,14-15=-30,13-14=-30,12-13=-30,10-12=-20,1-4=-64,4-5=-74,5-6=-64,6-7=-64,7-8=-74,8-10=-64,5-7=-10 Concentrated Loads(Ib) Vert:3=-105(B)13=-187(B)18=-27(B)19=-28(B)20=-28(B)21=-28(B)22=-28(B)23=-28(B)24=-28(B)25=-28(B)26=-28(B)27=-28(B)28=-28(B)29=-28(B) ♦tfn7a ,,Tiii4.' 'P.4+5W`�'?,7.V.V.:5t.4.,. - »,t.a.a#�-:�'^lY+,a? i..,r 3 e;G.. „s.FZM.,KF..�f.:ce1;..-h,F'-,,&w..�'..._,.'a.•3.€W.C' ..�,"�`^box 'ws. M0::,1W,sT-'• .P.� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 0 L Design valid for use only with Mi Wel&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 I Via_t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 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 PLH-El Dorado K1935227 - B1600867 B01 CALIFORNIA GIRDER 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:52 2016 Page 1 ID:jgR?OTKd?Wi KZXAyOIc4gzMnfF-v?XvOTWY4CAT4Np_3H_hJJ5AMcs6nc4UVjQgQ IzM W2P 46-5-15 1-10-8 7-10-15 46-4-2 0111 14-0-0 1 761 7-7tlI 15-4-12 1 20-7-0 23-1-9 1 28-5-4 130-10.7 1 38-7-4 43-8-0 1 46-1-1 111 51-0-0 1 0-1 21_8 3-6-1 0-1- 7-5-13 5-2-12 2 6-1 5-3-11 2-5-3 7-8-14 5-0-12 2-5-1 4-6-1 Scale:1/8"=1' 1-10-8 0-3-1 0-3-1 0-1-13 9x12 MT18H 9x12 MT18H // 4x12 = 2x4 II 5x6= 4x4 = 4x6 = 4x12- 8.00 I12 3x6�i 4 25 w 26 w 27 rs5, 28 29 w 30 31,2 32 w 33,1 34 W ..35,2 336,„ 37W 3§, 39 4p,, 4,1, 4g., 19 3x6 CI 4x8 %.'" col o j 3x6 -� co, 3 V 11 LUS24 l'Iv ro 00 12 nn ii nn '.n on nn €no nn nn pa N ao ' 0 nn nn nn nn nn nn rind,1 nn nn nn nn nn nn° nn nn lin o / =1 22 LUS24 21 LUS24 LUS24 19 LUS24 0 23 2x4 I I 43 44 20 45 46 47 48 49 18 5017 51 52 53 54 55 16 56 15 57 58 14 59 60 61 62 13 63 64 65 12 5x12 �i LUS24 5x8 = LUS24 2x4 II LUS24 LUS24 4x6 =5x12 MT18H= 5x8 LUS24 4x6 = 3x6 II 5x12 MT18H= LUS24 LUS24 12x12 =LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 4x8 II LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 9x12 MT18H= 11-10-814-0-0 7-6-1 15-4-12 20-7-8 123-1-9 28-5-4 130-10-7 38-7-4 43-8-0 146-5-15 51-0-0 1-10-82-1-8 3-6-1 7-10-10 5-2-12 1 2-6-1 { 5-3-11 12-5-3 1 7-8-14 1 5-0-12 2-9-15 I 4-6-1 Plate Offsets(X,Y)-- [2:0-4-0,0-2-6],[4:0-4-1,Edge],[9:0-2-12,0-2-0],[10:0-3-8,0-2-8],[11:0-3-8,0-1-4],[12:0-4-4,0-1-8],[13:0-2-0,0-2-0],[14:0-3-0,0-2-8],[16:0-2-12,0-2-0], [21:0-1-15,0-2-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) 0.69 17-19 >878 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.84 Vert(TL) -1.42 17-19 >426 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.35 12 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:690 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except 4-7,7-10:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(3-10-3 max.):4-10. BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. 2-23,12-15:2x6 DF No.2 WEBS 1 Row at midpt 5-21 WEBS 2x4 DF Std G*Except* 11-13,5-21,5-17,8-17,10-14:2x4 DF No.1&Btr G REACTIONS. (lb/size) 2=4699/0-5-8,12=5163/0-5-8 Max Horz 2=170(LC 24) Max Uplift2=-1872(LC 8),12=-2115(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-9931/4078,3-4=-8484/3606,4-24=-6851/2971,24-25=-6854/2972, 25-26=-6856/2974,26-27=-6858/2976,5-27=-6862/2978,5-28=-14157/6603, 28-29=-14157/6603,29-30=-14157/6603,30-31=-14157/6603,6-31=-14157/6603, 6-32=-14178/6621,32-33=-14178/6621,7-33=-14178/6621,7-34=-14178/6621, 34-35=-14178/6621,8-35=-14178/6621,8-36=-12898/5974,36-37=-12898/5974, 37-38=-12898/5974,38-39=-12898/5974,9-39=-12898/5974,9-40=-9970/4509, 40-41=-9964/4507,41-42=-9961/4504,10-42=-9957/4500,10-11=-5234/2166, 11-12=-4880/2029 BOT CHORD 2-23=-3490/8217,22-23=-3496/8270,22-43=-3468/8183,21-43=-3468/8183, 21-44=-5660/12558,44-45=-5660/12558,20-45=-5660/12558, 46-47=-5660/12558,19-47=-5660/12558,19-48=-5660/12558,48-49=-5660/1255: '`�� P R Of-6-„, 49-50=-5660/12558,18-50=-5660/12558,18-51=-5650/12519,17-51=-5642/124 f \� � ' I N EE- �o 4. 4 17-52=-5908/12922,52-53=-5905/12915,53-54=-5903/12906,54-55=-5899/1 .i �"A_ VRRILL '� 16-55=-5897/12892,16-56=-4396/9959,56-57=-4396/9959,15-57=-4396/9951;,Q 89200PE - A7 'l 15-58=-4396/9959,58-59=-4396/9959,14-59=-4396/9959,14-60=-1778/4380, o�WASH . �,, 60-61=-1778/4380,61-62=-1778/4380,62-63=-1778/4380,13-63=-1778/4380 �" �' WEBS 4-21=-1709/4392,10-13=-1199/786,11-13=-1845/4601,6-17=-662/595,5-19� ‘07, �� ,� �0 �A.. 8-16=-1583/1091,5-21=-6544/3240,5-17=-1101/1877,8-17=-752/1488, �- _ � e 0* 10-14=-3147/6700,9-14=-3238/2021,9-16=-1777/3477,3-22=-352/1096,3-21, r? 676 OREGON �� .liki,-1 ', el 4- QSRR11-�- �P ,i, r-, � 13988 , EXPIRES: 12/31/2017 iv , April 27,2016 . 00 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. I,Mg 7 Design valid for use only with Mifek0 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 /MLR J building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing V aTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 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 PLH-El Dorado K1935227 B1600867 B01 CALIFORNIA GIRDER 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:52 2016 Page 2 I D:jqR?OTKd?WiKZXAyOIc4gzMnfF-v?XvOTWY4CAT4Np_3H_hJJ5AMcs6nc4UVjQgQ IzMW2 P NOTES- (17) 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-7-0 oc,Except member 10-11 2x4-1 row at 0-9-0 oc,member 21-4 2x4-1 row at 0-9-0 oc,member 13-10 2x4-1 row at 0-9-0 oc, member 13-11 2x4-1 row at 0-9-0 oc,member 6-17 2x4-1 row at 0-9-0 oc,member 5-19 2x4-1 row at 0-9-0 oc,member 8-16 2x4-1 row at 0-9-0 oc,member 5-21 2x4-1 row at 0-9-0 oc,member 5-17 2x4-1 row at 0-9-0 oc,member 8-17 2x4-1 row at 0-9-0 oc,member 14-10 2x4-1 row at 0-9-0 oc,member 9-14 2x4-1 row at 0-9-0 oc, member 9-16 2x4-1 row at 0-9-0 oc,member 22-3 2x4-1 row at 0-9-0 oc,member 3-21 2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1872 lb uplift at joint 2 and 2115 lb uplift at joint 12. 12)"Fix heels only"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 Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 49-11-4 to connect truss(es)JB01(1 ply 2x4 DF),JB02(1 ply 2x4 DF),JB03(1 ply 2x4 DF),JB04(1 ply 2x4 DF),JB05(1 ply 2x4 DF),JB06(1 ply 2x4 DF),JB07(1 ply 2x4 DF),JB08(1 ply 2x4 DF),JB09(1 ply 2x4 DF),JB10(1 ply 2x4 DF),JB11(1 ply 2x4 DF),JB12(1 ply 2x4 DF),JB13(1 ply 2x4 DF),JB14(1 ply 2x6 DF),JB15(1 ply 2x6 DF),JB16(1 ply 2x6 DF), JB17(1 ply 2x6 DF),JB18(1 ply 2x6 DF),JB19(1 ply 2x6 DF),JB20(1 ply 2x6 DF),JB21(1 ply 2x6 DF),JB22(1 ply 2x4 DF),B09(1 ply 2x4 DF)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)134 lb down and 165 lb up at 7-11-8,233 lb down and 229 lb up at 10-0-12 ,241 lb.down and 235 lb up at 12-0-12,278 lb down and 292 lb up at 14-0-12,241 lb down and 235 lb up at 16-0-12,241 lb down and 235 lb up at 18-0-12,241 lb down and 235 lb up at 20-0-12,160 lb down and 149 lb up at 22-0-12,160 lb down and 149 lb up at 24-0-12,160 lb down and 148 lb up at 26-0-12,160 lb down and 148 lb up at 27-11-4,174 lb down and 150 lb up at 29-11-4,241 lb down and 235 lb up at 31-11-4,241 lb down and 235 lb up at 33-11-4,241 lb down and 235 lb up at 35-11-4,241 lb down and 235 lb up at 37-11-4,241 lb down and 235 lb up at 39-11-4,and 217 lb down and 195 lb up at 41-11-4,and 272 lb down and 280 lb up at 43-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-10=-64,10-11=-64,2-12=-20 Concentrated Loads(Ib) Vert:23=-56(B)22=-57(B)24=-134 25=-153 26=-153 27=-217 28=-153 29=-153 30=-153 31=-31 32=-31 33=-31 34=-31 35=-45 36=-153 37=-153 38=-153 39=-153 40=-153 41=-99 42=-227 43=56(B)44=-85(B)45=-88(B)46=-88(B)47=-88(B)48=-88(B)49=-88(B)50=-88(B)51=-223(B)52=-223(B)53=-223(B)54=-223(B) 55=-210(B)56=-88(B)57=-88(B)58=-88(B)59=-88(B)60=-88(B)61=-88(B)62=-84(B)63=-71(B)64=-294(B)65=-294(B) o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1, 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 I r■11-T k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 PLH-El Dorado K1935228 B1600867 B02 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10.56:55 2016 Page 1 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-JaD2OUYQN7Z2yrXYIQYOxxjjWqur_zSxBheV1 dzMW2M 2-4-0 47-8-1 15-0-0 I 9-6-1 90111146 1P 15 16-0-8 1 21-1-0 2-5-11 28-11-6 I 36-8-0 I 44-1-1 404:11144 1 51-0-01 09-(1111-1412-4-0 2-8-04-6-1 0 4-�4 6-1-9 5-0-8 -4-1 6-6-6 7-8-10 7-5-1 i4 3-2-3 3-3-15 Scale=1:94.8 12x12'i 2x4 I I 4x4=5x6= 4x8= 2x4 I I 8x8= 8.00 12 42;_,25 :26 _5 2,_,28 _ 29 _ 6 _• 7,_•1 32 _ 33 8 34•_• 35 36 937 3:,394• 4_ 10 �' Di - - - - .PI 4x6 •:;,••• 4x8 4 v. 11 `' 3x6-i 3 3x4 I I \sa. 12 co � c9 co co 1 2 -� P t:l Y ,o mg 7- O 6 23 22 21 20 19 18 43 17 16 42 15 14 13 4x12 2x4 II 4x4 = 5x6= 4x4 =4x4 = 8x8= 4x6= 9x12 MT18H= 3x6= 8x8= 12x12-i 5x8= 4x12 I 1 2-4-0 i 5-0-0 1 9-6-1 1 16-0-8 i 21-1-0 22-5-1 28-11-6 I 36-8-0 I 44-5-14 I 51-0-0 I 2-4-0 2-8-0 4-6-1 6-6-6 5-0-8 4-1 6-6-6 7-8-10 7-9-14 6-6-2 Plate Offsets(X,Y)-- [2:0-4-6,0-1-13],[2:1-4-6,Edge],[3:0-1-0,0-2-0],[4:0-4-1,Edge],[10:0-5-11,Edge],[11:0-2-12,0-2-0],[13:Edge,0-3-9],[15:0-5-12,0-3-8],[16:0-2-4,0-2-0], [17:0-9-8,0-2-01,[19:0-2-12,0-2-01,123:2-2-0,0-5-81 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 0.51 Vert(LL) 0.48 17-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -0.84 17-19 >719 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.25 13 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-S) Weight:361 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and 4-7,7-10:2x6 DF No.2 2-0-0 oc purlins(3-0-1 max.):4-10. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. •' 13 P R Of-4-0 2-20,16-20:2x6 DF 2250F 1.7E,13-15:2x4 DF No.1&Btr G WEBS 1 Row at midpt 4-19,. 9r\15., __ - ---,.0 SI WEBS 2x4 DF Std G*Except* MiTek recommends that Sta+Iters s Z uired cro'* a -/.. A. 10-15:2x4 DF No.1&Btr G `r, be installed during truss erg;• �•r,.' accordance with Stabiliz-, -y7 Installation guide. cc' 89200 P E REACTIONS. (lb/size) 2=2652/0-5-8,13=2534/0-5-8 Max Horz 2=197(LC 28) Max Uplift2=-1331(LC 10),13=-1265(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. '� OREGC)N CV TOP CHORD 2-3=-4459/2303,3-4=-4089/2249,4-24=-5062/2998,24-25=-5062/2998, L� .9 �'��` '` 25-26=-5062/2998,5-26=-5062/2998,5-27=-5062/2998,27-28=-5062/2998, Q 1 4,2 �� 28-29=-5062/2998,29-30=-5062/2998,6-30=-5062/2998,6-31=-5754/3442, SFR R I t-1' R) 7-31=-5754/3442,7-32=-5754/3442,32-33=-5754/3442,8-33=-5754/3442, 8-34=-4399/2620,34-35=-4399/2620,35-36=-4399/2620,36-37=-4399/2620, 9-37=-4399/2620,9-38=-4415/2634,38-39=-4415/2634,39-40=-4415/2634, 40-41=-4415/2634,10-41=-4415/2634,10-11=-2781/1555 EXPIRES: 12/31/2017 BOT CHORD 2-23=-1972/3593,22-23=-1975/3607,21-22=-1975/3607,20-21=-1858/3395, 19-20=-1858/3395,18-19=-3295/5754,17-18=-3266/5685,16-17=-3112/5450, 16-42=-3106/5441,15-42=-3107/5441,15-43=-1209/2365,14-43=-1209/2365, 13-14=-925/1782 E a i A # WEBS 4-21=-82/356,4-19=-1473/2246,5-19=-612/556,6-19=-993/658,8-16=-126/265, 8-15=-1356/884,9-15=-667/590,10-15=-1639/2634,10-14=-618/558,11-14=-568/1006, V,- �lrY '-L_.q4. 8-17=-257/426,3-22=-35/252,3-21=-444/263,11-13=-2875/1515 8 ,j1e0 Ov WASN;(--/>;* -/>; NOTES- l6,,,, 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_. /=, ..Or =; 0 (envelope)gable end zone and C-C Exterior(2)-0-11-4 to 16-10-7,Interior(1)16-10-7 to 37-1-9,Exterior(2)37-1-9 to 44-4-2 zone; 4..V. M %� • cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ti;J t• 'A, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 'i •. ;r '" 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs di wd 4 non-concurrent with other live loads. ,• � ,451398 4)Provide adequate drainage to prevent water ponding. ��' GISTEg 5)All plates are MT20 plates unless otherwise indicated. * S'SIQNAL' ' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' It7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will "t fit between the bottom chord and any other members,with BCDL=10.0psf. April 27,2016 f`�=?�r; i.�•� „....-44,1,12,A, , . -`b'trx ,.5we23.. ...>� .:�`°-`�5.�4 r'i,:t``.:, ,�e'�6,3. .lx,a. ,..,...y.,"::_.Yrs,,41.-� , ''',2,:,:,,,,f is%u.`-v1 . ..• .ak.P ":4�.,.. .a,'r' -."�"g".:z:' i:3"'= R' . :. .w 4:4. �'".-ate ..,,<A. 00 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i♦Migi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not C a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p I WI 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 veru fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935228 81600867 B02 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:55 2016 Page 2 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-JaD2OUYQN7Z2yrXYIQYOxxjjWqur_zSxBheV1 dzMW2M NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1331 lb uplift at joint 2 and 1265 lb uplift at joint 13. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 lb down and 138 lb up at 9-11-8,142 lb down and 159 lb up at 12-0-12, 179 lb down and 215 lb up at 14-0-12,187 lb down and 224 lb up at 16-0-12,185 lb down and 224 lb up at 18-0-12,185 lb down and 224 lb up at 20-0-12,185 lb down and 224 lb up at 22-0-12,185 lb down and 224 lb up at 24-0-12,185 lb down and 224 lb up at 26-0-12,185 lb down and 224 lb up at 27-11-4,185 lb down and 224 lb up at 29-11-4,185 lb down and 224 lb up at 31-11-4,185 lb down and 224 lb up at 33-11-4,185 lb down and 224 lb up at 35-11-4,150 lb down and 168 lb up at 37-11-4,and 126 lb down and 128 lb up at 39-11-4,and 294 lb down and 239 lb up at 41-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-10=-64,10-12=-64,2-13=-20 Concentrated Loads(Ib) Vert:5=-64 24=-46 26=-64 28=-64 29=-64 30=-64 31=-64 32=-64 33=-64 34=-64 35=-64 36=-64 37=-64 40=55 41=-109 ��^.. z€-fix :.«. ss ,. _ t, .y y.,.,. .>� Y;:n...#'G. .. un -,_':`u>`."'�F:.fpm :unc :Z3.nA::- .eywssc s,..a-:�',.-a~ ''• ."..'S' w. "s€s:fi sa`s.3 vAa; .. =F.,.a.ct�^t 2'>a'� ';...�i.. .. _r:uae? �:•-._T.2te«..a,-. .w,,.<:....�€#.�.2^,.,...,3�. 1��.,.x��5t�,.,F.�:.A�,c.:�".. Ca.. .,ea 4.... �at�u+� �" �»'.��=s.. .... �v :,�. � � `v 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek`building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing F\/iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 PLH-El Dorado K1935229 ' B1600867 B03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:57 2016 Page 1 I D:jq R?OTKd?WiKZXAy0lc4gzMnfF-GzKoRAahvkpmB9hxsgasoMo_udY?StSDe?7b5WzMW2K 2-4-0 11-10-15 42-5-15 -0111y4 6-0-0 11-6-2 11-7 4 21-1-0 21-0-10 32-1-6 35-4-0 42-1-1 42 2 48-3-3 54-0-0 54 11 4 i 1 0-1-13 { 3[ r 4 0-11� 3-8-0 5-6-2 9-2-1 0--10 10-2-12 3-2-10 6-9-1 0--1 5-9-5 5-8-13 0-11 2-4-0 0-3-1 0-1-13 Scale=1:100.3 12x12 �i 3x6 I 15x12 MT18H — 5x6— 12x12 4 2.23 24 25 6 5 27 28 629 30 31 7 32 33.34 353- 8 3x6 3x6 r, 3 9 ri iahh6 laidisi.44..„ , . II11 4 •00,.. .12 ' IVA ■Y ,..,.• 10 T �� ■ � - �- E7 ._• -, ��N 111 Imo, 21 20 19 18 37 17 38 15 39 0 0 16 14 13 12 5x10=,-- 5x12 5x12 2x4 II 4x4 = 12x12 = 4x4= 5x12 = 6x8 = 2x4 II 5x12 MT18H = 3X811 4x4 — 5x12 MT18H= 9x12 MT18H= 4x4= 4x6 = I2-4-0 16-0-0 1 11-6-2 1 21-1-0 21-11010 32-1-6 1 35-4-0 1 42-5-15 1 48-3-3 1 54-0-0 1 2-4-0 3-8-0 5-6-2 9-6-15 0-9-10 10-2-12 3-2-10 7-1-14 5-9-5 5-8-13 Plate Offsets(X,Y)-- [2:0-3-12,0-2-6],14:0-4-1,Edge],[5:0-3-12,0-1-8],[7:0-3-0,0-3-81,[8:0-4-0,0-3-8],110:0-1-8,Edge[,[13:0-2-8,0-3-81,[14:0-4-8,0-2-4],[16:0-6-0,0-7-8[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. • in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) 0.55 16-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -0.98 16-19 >658 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.96 Horz(TL) 0.34 10 n/a n/a 1 BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:359 lb FT=10% 1 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except 4-6,6-8:2x6 DF 2250F 1.7E 2-0-0 oc purlins(2-10-10 max.):4-8. BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc.. - 2-21,14-18:2x6 DF No.2,10-13:2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-16,7-1,, :0� i..,;:.,R OFC WEBS 4x6DFStd 16,8-14 2x4 DF No.1&Btr G 2 Rows at 113 pts 8-14 c� ' GINE s'02_ WEDGE MiTek recommends that Stagy lits cuequired cro ?a.: be installed during truss er,' r, accordance with Stabiliz-: -P Right:2x6 DF No.2 Installation guide. Ct', 89200 P F REACTIONS. (lb/size) 2=3049/0-5-8,10=2953/0-5-8 Max Horz 2=236(LC 27) ` Max Uplift2=-1568(LC 10),10=-1462(LC 11) Max Gray 2=3049(LC 1),10=2965(LC 35) OREGON kid ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 2,/0 '44' 14,(4° --\"" TOP CHORD 2-3=-5643/3001,3-4=-4943/2817,4-22=-6121/3815,22-23=-6121/3815, /1/ - Qj 23-24=-6121/3815,24-25=-6121/3815,25-26=-6121/3815,26-27=-6121/3815, ERR 10- 5-27=-6121/3815, 0- 5-27=-6121/3815,5-28=-6121/3815,6-28=-6121/3815,6-29=-6121/3815, 29-30=-6121/3815,30-31=-6121/3815,7-31=-6121/3815,7-32=-5755/3545, 32-33=-5755/3545,33-34=-5755/3545,34-35=-5755/3545,35-36=-5755/3545, EXPIRES: 12/31/2017 8-36=-5755/3545,8-9=-4462/2486,9-10=-4753/2451 BOT CHORD 2-21=-2505/4728,20-21=-2509/4752,19-20=-2509/4752,18-19=-2216/4197, 18-37=-2216/4197,17-37=-2216/4197,16-17=-2154/4003,16-38=-3199/5785, 15-38=-3199/5785,14-15=-3202/5781,14-39=-1805/3641,13-39=-1806/3640, t 12-13=-1877/3803,10-12=-1877/3803 WEBS 3-19=-642/345,4 19=86/632,8-13=-105/510,9-13=-579/384,3-20=-183/528, * VRRIL/, 5-16=-1381/1227,7-14=-1483/1303,4-16=-1782/2602,7-16=-420/517,8-14=-1809/2668 A-1 WAS -9, Mfr NOTES- + �� 'O �� 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' 'fit x:.:.! O 10 (envelope) Exterior(2) O Exterior(2) / y-�. envelo a gable end zone and C-C D 11-4 to 19-3-8,Interior(1)19-3-8 to 34-8-8, 34-8-8 to 42-4-2 zone; ai;' ��;;lf ;� cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 is .-.1.1r-AY a 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 0 A� ' R 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ,.x .d �. r _ non-concurrent with other live loads. ' �, 51398 4)Provide adequate drainage to prevent water ponding. fid, OISTE� �- 5)All plates are MT20 plates unless otherwise indicated. ,., sSTONAL� ,„.,<-`14:47. 4 0.6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. g. p, 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will P l fit between the bottom chord and any other members,with BCDL=10.0psf. April 27,2016 :„ .+I ,j- ction of 20%has been applied for the green lumber members. �,m:.d dna .'r`^' �. ..-W{'?3,,, 5 w,..,:�'��-.�-..5:::-, ,..,'W..1a,,,... A,.m.: .r._a,'Mi�.[= ,ro.«, ; �= +4:•a �r�+.- -2 p,. 3^ 4�no:��OT"ter.=r .FY�:;> ..a.� ,. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. *Aim o Design valid for use only with MITeks connectors.This design is based only upon parameters shown,and is for an individual building component,not ` � a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall IVIY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !Ariel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see 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 PLH-El Dorado K1935229 B1600867 B03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:57 2016 Page 2 I D:jciR?OTKd?WiKZXA,yOIc4gzMnfF-GzKoRAahvkpmB9hxsgasOMo_udY?StSDe?7b5WzMW2K NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1568 lb uplift at joint 2 and 1462 lb uplift at joint 10. 10)"Semi-rigid pitchbreaks with fixed 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. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 lb down and 138 lb up at 11-11-8,179 lb down and 215 lb up at 14-0-12 ,179 lb down and 215 lb up at 16-0-12,220 lb down and 275 lb up at 18-0-12,222 lb down and 281 lb up at 20-0-12,222 lb down and 281 lb up at 22-0-12,222 lb down and 281 lb up at 24-0-12,222 lb down and 281 lb up at 26-0-12,222 lb down and 281 lb up at 27-11-4,222 lb down and 281 lb up at 29-11-4,222 lb down and 281 lb up at 31-11-4,210 lb down and 261 lb up at 33-11-4,163 lb down and 184 lb up at 35-11-4,and 126 lb down and 128 lb up at 37-11-4,and 294 lb down and 239 lb up at 39-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-8=-64,8-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:5=-128 7=-128 22=-46 23=-64 24=-64 25=-121 27=-128 28=-128 29=-128 30=-128 31=-128 32=-101 34=-9 35=55 36=-109 .;.a,:'dr sag, _ � ... x ,.,.ra'a` .:?`=8�^`-�.,•:7; + ",.,�:w�..m_µ°° „`�e.•:,•.t^,.u,a.'t�s.s...... .:.....s+t._.� :�.fii,"'.x'.'"'...«a fi-...�p'-=R `�°`,Fk...x.-.<•3aas�r??;',ea:- �„e°...k' 'x,'31�.,,F:�,: `T';tt':w-"t.. ,:.:.varay_r..;:tF z�.""..:�s�:' 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Iii 111 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935230 - B 1600867 B04 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:56:59 2016 Page 1 ID:jqR2OTKd?WiKZXAy0lc4gzMnfF-CMSZssbxRM3UQSrK FcK5nuKsRDswnKW6JciAOzMVV21 2-4-0 13-10-15 42-5-15 -Oil 1 6-0-0 11-6-2 11- 14 21-1-0 21-I1Ip�10 32-1-6 35-4-0 40-1-1 1422-4-2 48-3-3 54-0-0 54r111-4 011-4 { 3-8-0 5-6-2 0-1-13 I 7-2-1 0-5-110 10-2-12 1 3-2-10 I 4-9-1 12-3-1 II 5-9-5 1 5-8-13 0-11-4 2-3-1 0-1-13 Scale=1:100.3 12x12' 10 5 3x6 I 15x12 MT18H= 6x6= 12x12 8.00 12 4 6 8 \9 ' w �a m rszl � j 5,1 RI w w w w 39 25 26 27 28 29 30 731 32 3 34 35 3637 38 3x6 vi 3x6*� c� 170;:: 3 11 °' 24 S • 40 d ro 1 a '�.' 12 0� m l ® ® ® ® ors, v L s� 13I I'S, 23 22 21 20 41 3X8111918 42 17 43 0 0 16 15 14 5x10 5x12- 2x4 II 4x4 = 4x4= 12x12= 5x12= 9x12 MT18H= 2x4 II 4x12 5x12 MT18H= 4x4 — 5x12 MT18H= 9x12 MT18H= 4x4= 4x6= 12-4-0 1 6-0-0 1 11-6-2 1 21-1-0 21110110 32-1-6 1 35-4-0 i 42-5-15 1 48-3-3 1 54-0-0 I 2-4-0 3-8-0 5-6-2 9-6-15 0-9-10 10-2-12 3-2-10 7-1-14 5-9-5 5-8-13 Plate Offsets(X,Y)-- 12:0-3-8,0-2-61,16:0-3-12,0-1-81[8:0-3-0,0-3-12[,[12:0-1-8,Edge),[16:0-4-4,0-2-41,[18:0-6-0,0-7-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) 0.54 18-21 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -1.01 18-21 >636 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES VVB 1.00 Horz(TL) 0.36 12 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:365 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except 4-7,7-9:2x6 DF 2250F 1.7E 2-0-0 oc purlins(2-10-4 max.):4-9. BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc p. ---i 2-23,16-20:2x6 DF No.2,12-15:2x4 DF No.1&Btr G WEBS 1 Row at midpt 6-18,8-1-,:10 P n OFF WEBS 2x4 DF Std G*Except* 2 Rows at 1/3 pts 9-16 'S. G NE S's, WEDGE 4-18,8-18,9-16:2x4 DF No.1&Btr G 5 q 4 MiTek recommends that Sta lis: wired cros a•• be installed during truss erg r, accordance with Stabiliz-• -p Right:2x6 DF No.2 Installation guide. C 89200 P F 1' REACTIONS. (lb/size) 2=3164/0-5-8,12=3116/0-5-8 Max Horz 2=307(LC 7) Max Uplift2=-1514(LC 10),12=-1450(LC 11) 9 7 OREGON t/5- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Z- 47 .�� TOP CHORD 2-24=-5883/3370,3-24=-5729/3383,3-4=-5133/3209,4-25=-6346/4438, /Q -1)' 14 2-° P�- 25-26=-6346/4438,26-27=-6346/4438,27-28=-6346/4438,28-29=-6346/4438, 6-29=-6346/4438,6-30=-6346/4438,7-30=-6346/4438,7-31=-6346/4438, M�R R I L�- 31-32=-6346/4438,32-33=-6346/4438,8-33=-6346/4438,8-34=-5978/4194, 34-35=-5978/4194,35-36=-5978/4194,36-37=-5978/4194,37-38=5978/4194, 9-38=-5978/4194,9-39=-4689/2923,11-39=-4707/2897,11-40=-4858/2846, EXPIRES:_i..2/3112017 12-40=-5013/2834 BOT CHORD 2-23=-2644/4801,22-23=-2648/4824,21-22=-2648/4824,20-21=-2455/4294, 20-41=-2455/4294,19-41=-2455/4294,18-19=-2385/4096,18-42=-3625/5978, 17-42=-3625/5978,16-17=-3628/5974,16-43=-2211/3904,15-43=-2211/3903, 14-15=-2193/4020,12-14=-2192/4020 - b 4 WEBS 3-21=-614/316,4-21=-70/615,9-15=-85/486,11-15=-583/347,3-22=-195/550, a *- �'R1U 4, 6-18=-1358/1215,8-16=-1511/1334,4-18=-1854/2636,8-18=-434/483,9-16=-1859/2685 *�.-c � OWAS q � E NOTES- a4;0 G'� �',� tR 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 �.,„ O ^ (envelope)gable end zone and C-C Exterior(2)-0-11-4 to 4-5-9,Interior(1)4-5-9 to 6-0-0,Exterior(2)6-0-0 to 13-10-15,Interior(1) - . R ` �'�-� - +� 19-3-8 to 34-8-8,Exterior(2)40-1-1 to 54-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for .; 1` r., reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,& tf,_ r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 re rd -�''r * 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs , 16 ,�4'G 51398 Cy non-concurrent with other live loads. ,tr. •�, IS.,- . - 4)Provide adequate drainage to prevent water ponding. S',-- G 5)All plates are MT20 plates unless otherwise indicated. a ��NALE '4 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "'r S l .4 ''' 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will April 27,2016 ttom chord and anyother members,with BCDL=10.0psf. ( . 7m .. m,;., ,,,e `:.Jv .-,,, ='3�,,,,' .,�..:':,-7 a..."t..:• W't - `4.,`-.», W ,,,,, ° 'TSS u&.-Y4W:.0,.,... . .,,,. i. :,,Z.- . .,. "'S1,si,,N6,3aa.1,1f . .;,"+r.... i s,T"."c`,4,..0 00 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. '- 0 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 i/sa 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 �e v�e6 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD 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 PLH-El Dorado K1935230 B1600867 B04 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:56:59 2016 Page 2 ID:jgR?OTKd?WiKZXAjtOIc4gzMnfF-CMSZssbxRM3UQSrK_FcK5nuKsRDswnKW6JciAOzMW21 NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1514 lb uplift at joint 2 and 1450 lb uplift at joint 12. 10)"Semi-rigid pitchbreaks with fixed 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. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 lb down and 137 lb up at 13-11-8,179 lb down and 215 lb up at 16-0-12 ,220 lb down and 275 lb up at 18-0-12,222 lb down and 281 lb up at 20-0-12,222 lb down and 281 lb up at 22-0-12,222 lb down and 281 lb up at 24-0-12,222 lb down and 281 lb up at 26-0-12,222 lb down and 281 lb up at 27-11-4,222 lb down and 281 lb up at 29-11-4,222 lb down and 281 lb up at 31-11-4,210 lb down and 261 lb up at 33-11-4,and 163 lb down and 184 lb up at 35-11-4,and 294 lb down and 239 lb up at 37-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-9=-64,9-10=-64,9-13=-64,2-12=-20 Concentrated Loads(Ib) Vert:6=-128 8=-128 25=-45 26=-64 27=-121 29=-128 30=-128 31=-128 32=-128 33=-128 34=-101 36=-9 37=-109 17. '. .t x�x�� a.&S6x°�-3,'�"- .. .. a.@Y-�':�.�de6�`o^"t, 00 A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. a 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 ilias building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935231 81600867 B05 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:02 2016 Page 1 ID:jqR?OTKd?WWKZXAyOlc4gzMnfF-cx8hUudpkH R2HwavfOA1jQ WsGeGA7EWyoHrMnjzMW2F 2-4-0 15-10-15 38-5-14 -011114 I 5-1-7 1 10-2-14 1 15-6-2 15-7Ii�4 21-1-0 f3-2-10I 30-9-6 I 38-1-1 38i4 2 43-9-2 146-3-3 148-10-9 1 54-0-0 54[114 0-11-4 2-9-7 5-1-7 5-3-3 0-1-13 5-2-1 2-1-10 7-6-12 7-3-11 0-311 5-3-4 2-6-1 2-7-6 5-1-7 0-11-4 2-4-0 0-3-1 0-1-13 Scale=1:101.9 8x8-> 8.0012 Special 3x6 II 4x6 = 5x6 = 8x8�' 6 31.32 33 34 7 35 8 36_ 37 38 9 39 40 41 10 5x12 MT18H:::(:..,... :.ft - � _ - "-ratj4' 3x6��3x65x8WB 114124x6i v 2x4//3x6/i3 13r 4329.,\2 m 1 � + i"% ��1 / Lhii �-4I I�� tom, :_: �� IN i 25 24 44 23 45 22 46 2120 47 19 48 18 17 49 50 16 4x12// 5x12 MT18H= 4x4= 8x8= 3x6= 5x8=-- 9x12 9x12 MT18H= 3x6= 12x12 i 4x4 - 12x12 = 5x8 WB= 1 2-4-0 1 7-3-5 110-2-14 1 15-6-2 1 21-1-0 33-2-101 29-9-11 39-9 38-5-14 I 46-3-3 1 54-0-0 I 2-4-0 4-11-5 2-11-9 5-3-3 5-6-15 -1-10 6-7-1 0)11-'11 7-8-8 7-9-5 7-8-13 Plate Offsets(X,Y)-- [2:0-4-6,0-1-131,[2:1-4-6,Edgel,[3:0-2-3,0-2-0],[6:0-4-0,0-3-4],[9:0-3-0,0-2-12],[10:0-4-0,0-3-41,[14:0-1-4,Edgel,[20:0-6-0,0-7-0],[25:2-2-0,0-5-81 • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) 0.35 20-22 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.69 18-19 >925 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.59 Horz(TL) 0.29 14 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix-M) Weight:376 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins,except 6-8,8-10:2x6 DF No.2 2-0-0 oc purlins(3-2-9 max.):6-10. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-3-6 oc.-r- :.p 2-23:2x6 DF 2250F 1.7E,17-19,14-17:2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-22,9-1 - 0+,9IQA:ti i-, .1-18 WEBS 2x4 DF Std G*Except* MiTek recommends that Stabi,.-' = 6$ 10-18,6-20,9-20,10-19:2x4 DF No.1&Btr G be installed duringtruss ere./ [� • R • ` OTHERS 2x4 DF No.1&Btr G �n�l.�=c•�•lance with`t�bi� 2 Installation guide. 44/ . -7 , 9DGht:2E4DFStd-G C" 89200PE r REACTIONS. (Ib/size) 2=2875/0-5-8,14=2836/0-5-8 Max Horz 2=314(LC 27) •Max Uplift2=-1266(LC 10),14=-1232(LC 11) Q OREGON 4` /6 Max Gray 2=2926(LC 34),14=2904(LC 35) 71- „ii � O 'cl)' 14,2OP+ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �A TOP CHORD 2-29=-4887/2156,3-29=-4784/2169,3-30=-4758/2172,4-30=-4673/2174,4-5=-4624/2184, • -+i RIO- 5 6-4136/2149,6-31=-4170/2393,31-32=-4170/2393,32-33=-4170/2393, 33-34=-4170/2393,7-34=-4170/2393,7-35=-4182/2405,8-35=-4182/2405, 8-36=-4182/2405,36-37=-4182/2405,37-38=-4182/2405,9-38=-4182/2405, EXPIRES:_1231/211_11__ 9-39=-4121/2373,39-40=-4121/2373,40-41=-4121/2373,10-41=-4121/2373, 10-11=-4036/2095,11-12=-4400/2107,12-42=-4448/2097,13-42=-4534/2094, 13-43=-4567/2097,14-43=-4686/2077 BOT CHORD 2-25=-1866/4169,24-25=-1873/4195,24-44=-1712/3862,23-44=-1712/3862, 23-45=-1712/3862,22-45=-1712/3862,22-46=-1542/3540,21-46=-1542/3540, ,,, to It A R 4 , 20-21=-1541/3520,20-47=-1924/4162,19-47=-1926/4152,19-48=-1372/3297, ' $RR11 jit 18-48=-1372/3297,17-18=-1497/3521,17-49=-1497/3521,49-50=-1497/3521, ♦• , 16-50=-1497/3521,14-16=-1609/3801 e ,J- OO WAS, `��, . WEBS 5-22=-559/352,6-22=-162/788,10-18=-188/759,9-19=-1108/1009,7-20=-919/817, �' �C,,,,_ ' 6-20=-998/1418,10-19=-1036/1455,5-24=-100/493,3-24=-266/238,11-18=-564/363, ' (-- ,1,-',/- w 11-16=-114/435,13-16=-271/241 L /!• ,g"--. -- w iv ko, NOTES- a / � 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 tr. ,^0 � f [' few able end zone and C-C Exterior(2) 0 11-4 to 4-5-9,Interior(1)4-5-9 to 8-0-4,Exterior(2)8-0-4 to 15-7-14,Interior(1) 1 51398 ~ (envelope)9 { ) { ) { ) { ) d '�' -. 23-2-10 to 30-8-8,Exterior(2)38-4-2 to 54-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for a �' GISTEf reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 a --S4, r 13G 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 I�NA1✓E ,r 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 0 4' 1 . non-concurrent with other live loads. April 27,2016 .t ;� 4, , t�drainage to prevent water ponding. ,,: ;,, � < -. � i� �.�,' .:.,.:*N.'�a�a,i:,,� a„,::. '"" .i „,,,,<-: se„ ,R`,.'.;«. e-.jm�`.�,iw, mi»..,, _ .:,,8kat..:",mtee-°'y.+�..,�'ti "«�ws,*2.i tir-s,#'_id,0,„,:'x+ ' .,,kt'd:"4dF",.w:'9 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �ro Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall iVL_ r?MEI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935231 61600867 B05 California1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:02 2016 Page 2 ID:jgR?OTKd?WKZXA_Olc4gzMnfF-cx8hUudpkHR2HwavfOAljQWsGeGA7EWyoHrMnjzMW2F NOTES- 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf 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. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1266 lb uplift at joint 2 and 1232 lb uplift at joint 14. 10)"Semi-rigid pitchbreaks with fixed 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. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 lb down and 137 lb up at 15-11-8,108 lb down and 134 lb up at 18-0-12 ,179 lb down and 215 lb up at 20-0-12,215 lb down and 267 lb up at 22-0-12,214 lb down and 268 lb up at 24-0-12,214 lb down and 268 lb up at 26-0-12,214 lb down and 268 lb up at 27-11-4,255 lb down and 331 lb up at 29-11-4,163 lb down and 184 lb up at 31-11-4,and 260 lb down and 275 lb up at 33-11-4,and 294 lb down and 239 lb up at 35-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-10=-64,10-15=-64,2-26=-20 Concentrated Loads(Ib) Vert:31=-45 32=-57(B)33=-64 34=-112 35=-113 36=-113 37=-113 38=-185 39=-9 40=-146 41=-109 ?s.r. M;vMin$2.21%V,t.s4 fi, r ti°-.: IW,' I .N..SV" .. .' -raW.+u ..s_-., r oVftrf&' '�i' " 00 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. PI PPR' 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 IVY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 9T k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935232- B1600867 B06 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 292015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:04 2016 Page 1 ID:jqR?OTKd?WiKZXAyolc4gzMnfF-YJFSvZf4FuhmXDjHmpCVorbElSyBb8nFFbKTrczMW2D 2-4-0 17-10-15 38-5-14 -011114 1 5-1-7 1 10-2-14 1 15-6-2 15-114 1 21-1-0 f3-2-10I 30-9-6 1 36-1-1 138-4-2 11 43-9-2 146-3-3 148-10-9 1 54-0-0 54[1114 0-11-4 2-9-7 5-1-7 5-3-3 0-1-13 3-2-1 2-1-10 7-6-12 5-3-11 2-3-1 5-3-4 2-6-1 2-7-6 5-1-7 0-11-4 2-4-0 2-3-1 0-1-13 Scale=1:102.1 8.00 12 8x8 i 12 7 3x6 II 5x6= 5x6= 8x8�� 5x8 WB-i 6 o na 8 w r.1n 10 m , 11 *' w - �0I , 0 5x8 WB-. 32 33 34 35 936 37 39 40 41 3x6 i 5 13 3x6 �N 4 yf tel., 14 M 4x6�i g g 2x4// ao d 3x6�i 3 15 42 314,\ 1 tm lte, vl `�� ■ . t\ _co1I,,1 27 26 43 25 44 24 45 23 22 46 21 47 20 1948 49 18 0 4x12 i 5x12 MT18H= 4x4 = 8x8= 3x6= 5x10 9x12 MT18H= 3x6 = 12x12�i 4x4= 12x12= 5x8 WB= 12-4-0 1 7-3-5 110-2-141 15-6-2 1 21-1-0 33-2-1q 29-9-11 39-916 38-5-14 1 46-3-3 I 54-0-0 I 2-4-0 4-11-5 2-11-9 5-3-3 5-6-15 2-1-10 6-7-1 0-11-11 7-8-8 7-9-5 7-8-13 Plate Offsets(X,Y)-- [2:0-4-2,0-1-13],[2:1-4-2,Edge],13:0-2-7,0-2-0],[6:0-4-0,0-3-4],[10:0-3-0,0-2-121,[11:0-4-0,0-3-41,[16:0-1-8,Edge],[22:0-6-0,0-7-0],[27:2-2-0,0-5-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) 0.34 22-24 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.71 22-24 >903 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.30 16 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-M) Weight:385 lb FT=10% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins,except 6-9,9-11:2x6 DF No.2 2-0-0 oc purlins(3-3-8 max.):6-11. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-11-1 o.- rT 2-25:2x6 DF 2250F 1.7E,19-21,16-19:2x4 DF No.1&Btr G WEBS 1 Row at midpt 4-24,10-,,' 1g- /- -'. 14-20 WEBS 2x4 DF Std G`Except' 11-20,6-22,10-22,11-21:2x4 DF No.1&Btr G MiTek recommends that Stabi'='o18� • �� r- �t��• =.; OTHERS 2x4 0,DN2,1&Btr G be installed during truss ere..'t 1>s ,,c•.. lance with 't i ..0„ Installation guide. 41.489200 P E �C- WEDGE Right:2x6 DF No.2 , REACTIONS. (lb/size) 2=2944/0-5-8,16=2889/0-5-8 ' Max Horz 2=381(LC 25) Max Uplift2_1201(LC 10),16=-1153(LC 11) - OREGON 4, Max Gray 2=2944(LC 1),16=2889(LC 35) 4- ',q � 4 ' 14,2OP4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. llF TOP CHORD 2-31=-4906/2481,3-31=-4802/2495,3-4=-4774/2507,4-5=-4146/2448,5-6=-4001/2467, SR R t VA- 6-32=-4183/2913,32-33=-4183/2913,33-34=-4183/2913,8-34=-4183/2913, 8-35=-4197/2926,9-35=-4197/2926,9-36=-4197/2926,36-37=-4197/2926, 37-38=-4197/2926,10-38=-4197/2926,10-39=-4091/2868,39-40=-4091/2868, EXPIRES: 12/31/2017 40-41=-4091/2868,11-41=-4091/2868,11-13=-3870/2381,13-14=-4006/2363, 14-15=-4514/2395,15-42=-4549/2386,16-42=-4668/2366 BOT CHORD 2-27=-1922/4225,26-27=-1930/4252,26-43=-1801/3889,25-43=-1801/3889, 25-44=-1801/3889,24-44=-1801/3889,24-45=-1723/3590,23-45=-1723/3590, 0, ttnic, A 22-23=-1722/3569,22-46=-2193/4134,21-46=-2195/4124,21-47=1649/3300, 20-47=-1649/3300,19-20=-1725/3531,19-48=-1725/3531,48-49=-1725/3531, it.t. $RRIL� B 18-49=-1725/3531,16-18=-1851/3795 , WEBS 4-24=-562/328,6-24=-143/764,11-20=-165/728,10-21=-1103/1026,8-22=-932/845, 4" .J� OV WAS '17?' ,' 6-22=-1029/1408,10-22=-284/292,11-21=-1063/1452,4-26=-113/517,3-26=-259/238, 0 /'' C ; 14-20=-556/333,14-18=-112/441,15-18=-274/242 4 - ii $s �C -^ ` NOTES- ..i Ypm 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 et * (envelope)gable end zone and C-C Exterior(2)-0-11-4 to 4-5-9,Interior(1)4-5-9 to 10-2-14,Exterior(2)10-2-14 to 17-10-15,Interior(1) n .0 23-2-10 to 30-8-8,Exterior(2)36-1-1 to 54-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for �. `�'0 51.398w reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 o. .4:6, GIS7 Eg .i' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ° -, ,,-�� 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs p non-concurrent with other live loads. N IT I 4)Provide adequate drainage to prevent water ponding. April 27,2016 �„,ii .:.:•,. T 0 plates unless otherwise indicated. :i i. Kw^€�?''-,,,' rsa ftwY s veo-ww yazibov ..r...4,•, eCgme• ,m. oloq+ .:r."}a ,ea: ';• .,fir... amwt�±t t - Y` !74, > 00 T. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. .. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not -= « a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a L■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935232 B1600867 B06 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:04 2016 Page 2 I D:jqR?OTKd?WiKZXA.yOlc4gzMnfF-YJFSvZf4FuhmXDjHmpCVorbEISyBb8nFFbKTrczMW2D NOTES- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1201 lb uplift at joint 2 and 1153 lb uplift at joint 16. 10)"Semi-rigid pitchbreaks with fixed 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. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 lb down and 137 lb up at 17-11-8,179 lb down and 215 lb up at 20-0-12 ,215 lb down and 267 lb up at 22-0-12,214 lb down and 268 lb up at 24-0-12,214 lb down and 268 lb up at 26-0-12,214 lb down and 268 lb up at 27-11-4,255 lb down and 331 lb up at 29-11-4,and 163 lb down and 184 lb up at 31-11-4,and 260 lb down and 275 lb up at 33-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-7=-64,6-11=-64,11-12=-64,11-17=-64,2-28=-20 Concentrated Loads(Ib) Vert:32=-45 33=-64 34=-112 35=-113 36=-113 37=-113 38=-185 39=-9 40=-146 00 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 MTekB connectors.This design is based only upon parameters shown,and is for an individual building component,not E.5 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall VY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing J 9• k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935233- B1600867 B07 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:05 2016 Page 1 ID:jgR?OTKd?WiKZXAy0lc4gzMnfF-1 Wpg6vgi0Cpd8NITKWjkL28R5sMkKcgPUF31 N2zMW2C I 5-7-4 I 11-4-1 17-1-6 17161-4 23-5-13 29-8-13 I 35-8-6 36114 41-11-10 I 47-9-7 1 53-7-5 5t619 5-7-4 5-8-13 5-9-5 0-4-14 5-11-9 6-3-0 5-11-9 0-4-13 5-10-6 5-9-14 5-9-14 0-11-4 Scale=1:97,4 9x12 MT18H--/-- 9x12 MT18H 8.00 12 4x4 = 4x4= 4 sn sa 6a 5 �0 �1 6 w rsa an 740 ,,,, ' 4sisNN 5x10'i 5x8�� 3 8 19 t \/ ..„ 22 V M_ r? 2x4 \\ st \\)102x4// N T 2 9 . / 23 1 10 ' w "" 1t1 ® ,N7, 1 Do 5x8 -- 18 24 25 17 16 26 27 15 28 14 13 29 30 12 4x8= 4x4= 4x8= 4x6 = 4x4= 4x6=4x8= 4x4= I 8-5-11 I 17-1-6 I 26-7-5 I 36-1-4 I 44-10-8 I 53-7-5 8-5-11 8-7-12 9-5-15 9-5-15 8-9-5 8-8-13 Plate Offsets(X,Y)-- [1:0-1-3,0-1-10],13:0-3-8,0-3-4],14:0-4-1,Edge1,[7:0-4-0,0-3-81,[8:0-3-0,0-3-41,110:0-8-0,0-0-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.22 13-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.51 13-15 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.18 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:374 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins,except 4-7:2x6 DF No.2 2-0-0 oc purlins(4-8-14 max.):4-7. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-10-10:. :-I WEBS 2x48DF18o3.1&Bttr*Exce t* 2x4 DF Std G WEBS 1 Row at midpt 3-17,5-1.,-:.--4103t'R O/0�s��7� MiTek recommends that Stabi=' . V.,WNW`• - -fSJfIG_ • WEDGELeft:2x4 DF Std-G be installed during truss ere. ,%c••• lance with 't4bj•,,- Installation guide. cc- 89200PE p�" REACTIONS. (lb/size) 1=2232/Mechanical,10=2308/0-5-8 ` _ • , Max Horz 1=-344(LC 8) Max Uplift/=-387(LC 10),10=-428(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q OREGON A.TOP CHORD 1-2=-3482/914,2-19=-3315/911,3-19=-3165/936,3-4=-2860/906,4-5=-2314/818, "312 ' ' O 5-20=-2683/905,20-21=-2683/905,6-21=-2683/905,6-7=-2338/821,7-8=-2891/909, Q Y 14 2 ± 8-22=-3286/944,9-22=-3438/929,9-23=-3468/930,10-23=-3619/918 M c);;;?..BOT CHORD 1-18=-606/2795,18-24=-487/2581,24-25=-487/2581,17-25=-487/2581,17-26=-439/2625, FR R t VA,16-26=-439/2625,16-27=-439/2625,15-27=-439/2625,15-28=-416/2632, - 14-28=-416/2632,13-14=-416/2632,13-29=-497/2646,29-30=-497/2646, 12-30=-497/2646,10-12=-631/2911 EXPIRES: 12/31/2017 WEBS 3-18=-97/413,3-17=-576/357,4-17=-306/1229,5-17=-645/350,5-15=-59/312, 6-15=-58/285,6-13=-611/349,7-13=-306/1244,8-13=-634/367,8-12=-104/505, 9-12=-272/252 NOTES- 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;MWFRS p jtRI j .g4 , (envelope)gable end zone and C-C Exterior(2)0-4-5 to 5-7-11,Interior(1)5-7-11 to 9-9-9,Exterior(2)9-9-9 to 17-4-12,Interior(1) l'- WAS `? " 24-11-15 to 28-5-13,Exterior(2)36-1-0 to 54-8-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for '�• J OV .I-- 4 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 p 2, �'' ir 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 '�; � e-!' O 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs -"tj . < - non-concurrent with other live loads. -I 0 4)Provide adequate drainage to prevent water ponding. 0 A, ir 5)All plates are MT20 plates unless otherwise indicated. ,rd r4,, 513.98 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4a. `0 '<c a 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 •e z, CIS TBR 4, fit between the bottom chord and any other members,with BCDL=10.0psf. ,S' 8)A plate rating reduction of 20%has been applied for the green lumber members. '' I�NAi- 4 4 9)Refer to girder(s)for truss to truss connections. 9- ar it w 4 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 387 lb uplift at joint 1 and 428 lb uplift at April 27,2016 r .;�:'�' ��. i<.,-�a.^,�.•,!�ys�*� ��.�-'s,'ram. -suw- .. ..��..n..0 a a�,w �.•..r.�. :rr.. ...... .,� _ ac L WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IR I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not is a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall IVaa building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M eTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935233 B1600867 B07 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:05 2016 Page 2 ID:jgR?OTKd?W KZXAyOlc4gzMnfF-1 Wpg6vgi0Cpd8NITKV1fjkL28R5sMkKcgPUF31 N2zMW2C NOTES- 11)"Fix heels only"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. LOAD CASE(S) Standard xi,. ,..., vx-.0 5 .tyr w rw s �,e 'Eve'. ^a'4v, _....,._ s 6r..- `��-a" •is'z:e..>:? it;,•�e s..+..' ;r ".`fn" .':+dt'.:d!;s_a-z.3*a" ?x:'r-; :"s,_r=s;..0 �?a .v 9.,"t 3aE.-`=` 00 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �r Design valid for use only with MiTek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p��_ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 111T1k° 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 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 PLH-El Dorado K1935234- B1600867 B08 CAL HIP 1 2 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:06 2016 Page 1 ID:jqR?OTKd?WiKZXA_y01c4gzMnfF-ViNCKFgKnVxUmXtguDEzuGgZ9Fek3_dYjvpawUzMW2B 17-6-4 5-7-4 1 11-4-1 1 17-1-6 1713113 22-11-9 28-11-9 5-7-4 5-8-13 5-9-5 0-1-13 5-5-5 6-0-0 0-3-1 9x12 MT18H-7 Scale=1:81.3 8.00 12 6x6= 2x4 I I 4 5 6 9x12x4 A4U 1 r••;1 ► r r i r I I I I l i I I iRir=MII I I 1 1 11 PS 12 13 14 15 11 16 17 18 19 2010 21 y 22 23 8 24 25 26 7 4x12'i LUS24 LUS26 12x12 = LUS26 LUS26 6x8= HUS26 LUS24 12x12 = 12x12 = 8x8= LUS24 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 HUS26 HUS28 I 8-5-11 I 17-1-6 I 22-11-9 1 26-7-5 128-11-9 1 8-5-11 8-7-12 5-10-3 3-7-12 2-4-4 Plate Offsets(X,Y)-- [1:0-1-3,0-1-11[,f4:0-4-1,Edge[,15:0-2-8,0-2-01,[7:0-3-8,0-5-0],[8:0-3-9,0-6-4[,[10:0-3-9,0-6-4],[11:0-6-0,0-6-4[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.25 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -0.58 10-11 >593 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina NO WB 0.84 Horz(TL) 0.08 7 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:529 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except 4-6:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-6. BOT CHORD 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.1&Btr G*Except* WEBS 1 Row at midpt 3-10,6-7 2-11,3-10:2x4 DF Std G,4-8,5-7:2x6 DF No.2 �Q,t.% PR OFFS, WEDGE 2x6 DF No.2 �-' �NG[NEF- �% REACTIONS. (lb/size) 1=7547/Mechanical,7=10685/0-5-8 (req.0-6-2) 89200P E �t Max Horz 1=515(LC 24) Max Uplift1=-1502(LC 8),7=-1885(LC 5) Max Gray 1=7547(LC 1),7=11539(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -y A'OREGON EGON � � / "*7 (V TOP CHORD 1-2=-11257/2162,2-3=-11085/2180,3-4=-6878/1312,4-5=-4116/754 G ,9 2 O� 4 BOT CHORD 1-12=-2173/9062,12-13=-2173/9062,13-14=-2173/9062,14-15=-2173/9062, -I 4 P 11-15=-2173/9062,11-16=-1702/7491,16-17=-1702/7491,17-18=-1702/7491, '✓/� 18-19=-1702/7491,19-20=-1702/7491,20-21=-1702/7491,10-21=-1702/7491, R R 10 10-22=-1150/5637,9-22=-1150/5637,9-23=-1150/5637,23-24=-1150/5637, 8-24=-1150/5637,8-25=-754/4116,25-26=-754/4116,7-26=-754/4116 WEBS 2-11=-274/441,3-11=-1038/4901,3-10=-3094/893,4-10=-1377/6478,5-8=-1356/7706, EXPIRES: 4-8=-3522/890,5-7=9073/1662 NOTES- (20) 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: �. 4 Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. * .0 LL -� '�. Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc. V 4 9�� Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. •€ ,,.."\, po WAS �t'l, 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 '4' ��+j� '=K �,� "" connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. /t • �- 3)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----16,,--= 1., - f�*• (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60co ---:,r 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ._ ilAr kr 5)Provide adequate drainage to prevent water ponding. ut. .d 6)All plates are MT20 plates unless otherwise indicated. ., *PO 51398 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o+- •4. , GISTER *, 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will o' SS C5 fit between the bottom chord and any other members,with BCDL=10.Opsf. 0,, ��NALE 9)A plate rating reduction of 20%has been applied for the green lumber members. P q T 1 10)WARNING:Required bearing size at joint(s)7 greater than input bearing size. April 27,2016 • .,,,,-t.(.)for truss to truss connections. ft.. a '." ?.',.. 91.,,,,,,,,,,,,1:77.;,:, �,, ,.yr,:: '.;i"w•-. =F zr::U,'^'3.x.T..,fia ,...,^:1,.14„».w+,,;.'n".F,,,,,,4,", �.R','�a`a .ti'. r..d,&, ,.,W,,,.x>:«»tea':�.,,.m Pf. 'i "'3,,q,,„':sp.. 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. *A Mg' 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 A�l BA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'tJpiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935234 B1600867 B08 CAL HIP 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:06 2016 Page 2 I D:jqR?OTKd?WiKZXA_y0lc4gzMnfF-ViN C KFgKnVxUmXtguDEzuGgZ9Fek3_dYjvpawUzM W2 B NOTES- (20) 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1502 lb uplift at joint 1 and 1885 lb uplift at joint 7. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-8-0 from the left end to 4-8-0 to connect truss(es)E03(1 ply 2x4 DF),A10(1 ply 2x6 DF)to front face of bottom chord. 16)Use Simpson Strong-Tie LUS26(4-SD9112 Girder,4-SD9212 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 6-8-0 from the left end to 22-8-0 to connect truss(es)A09(1 ply 2x6 DF)to front face of bottom chord. 17)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 24-8-0 from the left end to 26-8-0 to connect truss(es)A08(1 ply 2x6 DF)to front face of bottom chord. 18)Use Simpson Strong-Tie HUS28(22-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 28-11-6 from the left end to connect truss(es)A08(1 ply 2x6 DF)to front face of bottom chord. 19)Fill all nail holes where hanger is in contact with lumber. 20)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,1-7=-20 Concentrated Loads(Ib) Vert:11=-1055(F)7=-1654(F)12=-389(F)13=-389(F)14=-597(F)15=-1055(F)17=-1055(F)18=-1055(F)20=-1055(F)21=-1055(F)22=-1055(F)23=-1055(F) 24=-1055(F)25=-1654(F)26=-1654(F) • 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. U " 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 ■1i1a�t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935235- B1600867 B09 Common 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print.7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:07 2016 Page 1 I D:jciR?OTKd?Wi KZXAy0lc4gzMnfF-zuxaXbhyYp3L0hSsSxlCQTDoaf8CocUixZY7SwzMW2A -0-11-4I 5-8-12 8-0-0 0-11-4 5-8-12 2-3-4 4x4= Scale=1:27.7 3 /i),Ep P R°Fe. 414 '17 3x4 89200PE �" 80012 4 `° a &ç4flJ 47 OREGOEXPIRES: 12L 1ST 7 63x4 = 5 3x4= 2x4 5-8-12 8-0-0 5-8-12 2-3-4 Plate Offsets(X,Y)-- 14:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(TL) -0.07 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:38 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5:2x4 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) 2=401/0-5-8,5=314/Mechanical Max Horz 2=159(LC 10) Max Uplift2=-97(LC 10),5=-83(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-254/6,4-5=-319/108 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)-0-11-4 to 2-0-12,Interior(1)2-0-12 to 2-8-12,Exterior(2)2-8-12 to 5-8-12 zone; cantilever 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);CategoryII;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. B 7)Refer to girder(s)for truss to truss connections. 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 2 and 83 Ib uplift at joint 1j�� l-L a 5. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. � J� Q WAS ti"l, LOAD CASE(S) Standard / �,� !A r rO 517398 �O vGISTEI �w 4 `-"AV TONAL�� April 27,2016 lu..Y,'L.":+ •wX.r; ;'°. + -..s".,iwttg`tt'S.' ",w-h.'„r:.,a:.-,-.s.°" +vA"?L,^ ;.t'r=,"" `c-.- -it'etc - ..'"N'.`''^' 3"?Fc:; x"'R: `'.,>t.�T:a3d':li,_�* 'nTsa 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss 'Truss Type Qty Ply PLH-El Dorado K1935236 61600867 CO 1 GABLE 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:10 2016 Page 1 I D:jqR?OTKd?WiKZXAyOlc4gzMnfF-NTdj9dkrrkSwF8B R73Jv26rIQt3_?xd8eXnn3FzM W27 0111[4 7-11-15I 11-7-11 I 17-6-1 17-19-15 24-1-1 24-5115 30-4-5 I 34-0-1 I 42-0-0 4211114 0-11-4 7-11-15 3-7-12 5-10-6 0- 14 6-2-2 0-4-14 5-10-6 3-7-12 7-11-15 0-11-4 2x4 I I Scale=1:100.1 5x8 \\ 8.00 12 2x4 II 5x8// 2x4 II 9 10 11 -2 2x4 II - - r A 2x4 I 8 - • 13 2x4 II 2x4 II 7 ,. 14 2x4 Special 2x4 56 i 15 2x4 Special 4x8'i 4 Illhhi 16 17148x8 Aid 4 3 32 31 37 3536 38 4041 42 • I I 4x12 I 5K10 II 2 5x10 II 19 rn1 n NS /,,r ... nni i.ni.n. .i, .., =.n,�ni�n�m� ,,,. ,., nimu. ....n,......n,,ni..• 1641 44 45 46 267 48 49 50 51 25 24 5253 54 23f325 56 57 58 59 21 60 61 6263 LUS24 LUS24 2x4 II LUS24 3x4=LUS24 3x8- LUS24 LUS24 2x4 II LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 I 7-11-15 I 17-6-1 17.114 24-4-2 24-1115 34-0-1 I 42-0-0 I 7-11-15 9-6-2 0-1-13 6-8-4 0-1-13 9-6-2 7-11-15 Plate Offsets(X,Y)- [2:0-6-0,0-0-61,[3:0-2-12,0-1-81,[9:0-3-8,0-2-81,[12:0-3-8,0-2-81,[18:0-2-12,0-1-81,[19:0-6-0,0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.15 24-26 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.61 Vert(TL) -0.50 24-26 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.12 19 n/a n/a BOLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:703 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 9-12:2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):9-12. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling direct) a.•lied or 10-0-0 oc bracing. WEBS 2x4 DF No.1&Btr G*Except* JOINTS 1 Brace at - II 34,35,37,41,42 3-35,18-35:2x6 DF No.2,3-26,18-21,24-27,23-28,23-27:2x4 DF Std G ��, 1 1-ti+ I fids OTHERS 2x4 DF Std G �� -NGINEF- ci'' REACTIONS. (lb/size) 2=2662/0-5-8,19=2662/0-5-8 Ct✓ -� Max Horz 2=-358(LC 6) CZ- P E l Max Uplift2=-334(LC 8),19=-396(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4092/504,3-4=-2177/257,4-5=-2012/226,5-6=-1964/232,6-7=-2032/279, 7-8=-2005/309,8-9=-2038/361,9-10=-1667/306,10-11=-1651/295,11-12=-1651/295, 0` OREGON 44// 12-13=-1859/430,13-14=-1921/366,14-15=-1945/315,15-16=-1884/229, // •4 aq ON 1� 16-17=-1927/224,17-18=-2080/279,18-19=-4090/595 '0 14 2. Q.T BOT CHORD 2-44=-486/3262,44-45=-486/3262,45-46=-486/3262,46-47=-486/3262,26-47=-486/3262, 26-48=-493/3248,48-49=-493/3248,49-50=-493/3248,50-51=-493/3248, �R R I L,' 25-51=-493/3248,24-25=-493/3248,24-52=-196/2864,52-53=-196/2864, 53-54=-196/2864,54-55=-196/2864,23-55=-196/2864,22-23=-339/3245, 22-56=-339/3245,56-57=-339/3245,57-58=-339/3245,58-59=-339/3245, EXPIRES: 12/31/2017 21-59=-339/3245,21-60=-332/3259,60-61=-332/3259,61-62=-332/3259, 62-63=-332/3259,19-63=-332/3259 WEBS 9-27=-227/793,27-29=-128/425,12-39=-125/270,12-28=-330/720,3-33=-1216/247, 32-33=-1216/247,31-32=-1216/247,30-31=-1216/247,27-30=-1215/247, ls.. 27-35=-1408/230,35-36=-1409/230,36-38=-1409/230,28-38=-1409/230, * ERRII j �t, 28-40=-1393/222,40-41=-1393/222,41-42=-1393/222,42-43=-1393/222, 4, ' 18-43=-1393/222,3-26=0/832,18-21=0/832,24-27=0/775,23-28=0/601,3-24=-549/345, '+ A o' WAS, `.A• l' 18-23=-446/321,23-27=-114/251,9-29=-44/377,10-34=-293/11910 4:0--071 44.- C'•• l' .° NOTES- (19) 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: m N11 ,T'Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,-'Z Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. et r0 ( �- av Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. it ,.?,,,G51398 ,4,, 4 ati 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 . ,' IST V'- 4 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. E. 'Ss, IONAL��6 11, ir 3)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 O 4 (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 R it It i 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry April 27,2016 •.,,i•. o^.1i,,,,� . as applicable,or consult qualified building designer as per ANSI/TPI 1. a.Y-. - t...". O ?m , �s:.:.n .: -:= ->+r � :s±.v.J -..:=3. ,�. ., u. . :' .r,,,.. .a E'•`. u q.;: k._.ter . ......... ..t4 . :.e.. ..t ;,t.. vr.z ... n.,:.� . _ a,...: r:. `,:.-s".. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Iv building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935236 B1600867 CO1 GABLE 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:10 2016 Page 2 I D:jqR?OTKd?WiKZXAyOlc4gzMnfF-NTdj9dkrrkSwF8B R73Jv26rlQt3_?xdBeXnn3FzMW27 NOTES- (19) 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are 3x6 MT20 unless otherwise indicated. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*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. 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 334 lb uplift at joint 2 and 396 lb uplift at joint 19. 14)"Fix heels only"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. 16)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 39-11-4 to connect truss(es)JC01(1 ply 2x4 DF),JCO2(1 ply 2x4 DF),JC03(1 ply 2x4 DF),JC04(1 ply 2x4 DF),JC03(1 ply 2x4 DF),JCO2(1 ply 2x4 DF),JC01(1 ply 2x4 DF)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)319 lb down and 346 lb up at 8-0-0,and 319 lb down and 346 lb up at 33-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 19)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-9=-64,9-12=-64,12-20=-64,2-19=-20 Concentrated Loads(Ib) Vert:25=-50(B)22=-50(B)26=-50(B)18=-319(B)21=-50(B)3=-319(B)44=-56(B)45=-57(B)47=-57(B)48=-50(B)50=-50(B)51=-50(B)52=-50(B)53=-50(B)54=-50(B) 55=-50(B)56=-50(B)57=-50(B)59=-50(B)60=-57(B)62=-57(B)63=-56(B) 4 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. wpir 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 I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935237 B1600867 CO2 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:11 2016 Page 1 ID:jqR?OTKd?WiKZXAjr01c4gzMnfF-rfA5NzkTc2anslmdhng8bJOT1 GQojM2HsAWLbizMW26 0-1114 5-9-14 11-7-11 I 17-6-1 17-19-15 24-1-1 24(5/15 30-4-5 i 36-2-2 42-0-0 42/-11/4 0-11-4 5-9-14 5-9-14 5-10-6 0-4-14 6-2-2 0-4-14 5-10-6 5-9-14 5-9-14 0-11-4 5x6.. Scale=1:86.6 8.00 12 6x8 5 6 5x8 5x8 4 7 co V N 2x4\\ /\1114142x4 // 2T 3 17 1 18 m 12 910 00 d — 14 13 16 19 20 15 21 12 22 23 11 4x6 ` o 3x4 = 3x6= 3x4= 3x4—3x8= 3x6= I 8-8-13 I 17-6-1 I 24-5-15 I 33-3-3 i 42-0-0 I 8-8-13 8-9-5 6-11-13 8-9-5 8-8-13 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4),[4:0-3-0,0-3-4,[5:0-2-12,0-2-81,[6:0-4-0,0-2-41,[7:0-3-0,0-3-41,19:0-0-0,0-0-41,[13:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.23 14-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(TL) -0.52 11-13 >963 180 TCDL 7.0 Rep Stress lncr YES WB 0.38 Horz(TL) 0.14 9 n/a n/a BCLL 0.0 * Code IBC2012(rP12007 (Matrix) Weight:246 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins,except 5-6:2x6 DF No.2 2-0-0 oc purlins(5-6-9 max.):5-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 0.,--.:p g„ • - WEBS 2x4 DF Std G*Except* 8-11-5 oc bracing:2-16. •'E t'• 5-14,6-14,6-13:2x4 DF No.1&Btr G WEBS 1 Row at midpt 4-14,r-'4' .- .. [N---� SS MiTek recommends that Stat It s r acquired cros�ici'a►;e� be installed during truss er" •„,,, accordance with Stabiliz "--57 Installation guide. 89200PE c REACTIONS. (lb/size) 2=1819/0-5-8,9=1819/0-5-8 - Max Horz 2=350(LC 9) Max Uplift2=-375(LC 10),9=-375(LC 11) - Q FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -7 OREGON 41./ TOP CHORD 2-17=-2716/635,3-17=-2624/649,3-4=-2519/666,4-5=-1935/640,5-6=-1533/596, '' ' IX 6-7=-1943/640,7-8=-2519/666,8-18=-2624/649,9-18=-2716/635 ' /d 41 4,2- Q. BOT CHORD 2-16=-551/2346,16-19=-360/1996,19-20=-360/1996,15-20=-360/1996,14-15=-360/1996, /1I - \_ 14-21=-107/1545,13-21=-107/1545,12-13=-277/1867,12-22=-277/1867, 22-23=-277/1867,11-23=-277/1867,9-11=-401/2167 WEBS 3-16=-280/253,4-16=-103/526,4-14=-660/367,5-14=-132/717,6-13=-200/829, EXPIRES: 12/31/2017 7-13=-658/367,7-11=-103/525,8-11=-280/253 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-11-4 to 3-3-2,Interior(1)3-3-2 to 11-7-11,Exterior(2)11-7-11 to 30-4-5,Interior(1) t tz, E: 30-4-5 to 38-8-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber , t DOL=1.60 plate grip DOL=1.60 is. t,(,,, ,- • 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 " ..<1 WAS `q- 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs � �� 4r non-concurrent with other live loads. '; �`�' 4.4,---rG'� 4)Provide adequate drainage to prevent water ponding. .40;P" /((,� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.'"`� iv ., , 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 ��\I �' fit between the bottom chord and any other members,with BCDL=10.0psf. .0 • r is 7)A plate rating reduction of 20%has been applied for the green lumber members. o ,•,t c� 4' e 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 375 lb uplift at joint 2 and 375 lb uplift at e Q�, �'c�S f E, 9 , 7 joint 9. a •FS, 4 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4„ SIONAL it 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0, , , 1, LOAD CASE(S) Standard April 27,2016 ;gid: ,,', .. Y ...m ',??""u'', ';.... rk. ':, ".:u-..,es-r,: : .,s ..1,4.vc .'ln,. .- yv,:. % .. ,s.,,,_.. _ 1s oglwat(745: ev_. +v 5S C cs„ ., t53Sx .fr''n v:,A 74 00 A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. war!! Design valid for use only with MTek8 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 aV iLa building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mei(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935238 B1600867 CO3 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:12 2016 Page 1 ID:jqR?OTKd?WIKZXAyOlc4gzMnfF-JskTa115NLieUS KgEULN7XwenglOSpFR5gGu78zMW25 5-9-14 11-7-11 I 17-6-1 17-101-15 24-1-1 24-5T15 30-4-5 36-2-2 1 42-0-0 I 5-9-14 5-9-14 5-10-6 0-4-14 6-2-2 0-4-14 5-10-6 5-9-14 5-9-14 5x6 Scale=1:85.2 8.00 112 6x8 ' 4 5 7../3,5x8 L- 5x8\� 3 6 ca .- v v c%a o 4t N 2X4 \1/ d N 2x4�/ N 2 7 1 8 c'D \ / 0 0 4x6= 14 15 16 13 12 17 11 10 18 19 9 4x6= 3x4= 3x6= 3x4 = 3x4= 3x8= 3x6= I 8-8-13 I 17-6-1 24-5-15 1 33-3-3 I 42-0-0 I 8-8-13 8-9-5 6-11-13 8-9-5 8-8-13 Plate Offsets(X,Y)-- [1:0-0-0,0-0-41,13:0-3-0,0-3-4,14:0-2-12,0-2-8,(5:0-4-0,0-2-4,16:0-3-0,0-3-4),18:0-0-0,0-0-4],[11:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.22 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(TL) -0.52 9-11 >967 180 TCDL 7.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.14 8 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:243 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins,except 4-5:2x6 DF No.2 2-0-0 oc purlins(5-6-6 max.):4-5. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-9-4 oc. WEBS 2x 2DF12 5G1*2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-12,5-1, :-.ED P R OFFS •. MiTek recommends that Stabi.',' � • V e4 ,�• :,- be installed during truss ere.,��.-c•.• •ance with lai!!',1$1..„ Installation guide. REACTIONS. (lb/size) 1=1745/0-5-8,8=1745/0-5-8 �' 89200PE �r Max Horz 1=-334(LC 8) . - - ' Max Uplift1=-340(LC 10),8=-340(LC 11) r , FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q !• TOP CHORD 1-2=-2727/765,2-3=-2530/778,3-4=-1940/711,4-5=-1536/655,5-6=-1946/711, OREGON l(/ 6-7=-2530/778,7-8=-2727/765 L �,9 i'\ / 1)` BOT CHORD 1-14=-569/2348,14-15=-374/1992,15-16=-374/1992,13-16=-374/1992,12-13=-374/1992, • y 1 4,2 04 12-17=-162/1548,11-17=-162/1548,10-11=-363/1873,10-18=-363/1873, 4" R R R- - 18-19=-363/1873,9-19=-363/1873,8-9=-536/2179 WEBS 2-14=-278/256,3-14=-108/534,3-12=-663/369,4-12=-172/718,5-11=-201/831, 6-11=-662/369,6-9=-108/533,7-9=-278/257 EXPIRES: 12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)0-2-12 to 4-5-2,Exterior(2)4-5-2 to 13-5-8,Corner(3)13-5-8 to 28-6-8,Exterior(2)28-6-8 to 37-6-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 6. E. A g, 4 grip DOL=1.60 1,, ! 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 4 .\,N$RRLLL 4 3)Provide adequate drainage to prevent water ponding. N WAS 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� O� 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 .� "I� 1 fit between the bottom chord and any other members,with BCDL=10.0psf. y /t!:,"�rC 's 6)A plate rating reduction of 20%has been applied for the green lumber members. ' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 340 lb uplift at joint 1 and 340 lb uplift at to; �f� ,` joint 8. *!fir 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ''d 1-1 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4 en ��IS3T�ER �w� LOAD CASE(S) Standard # ��S4UNALr, 4.' April 27,2016 Awa -•. .. «.. :_ L. . ,.. ,— �,� 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. III I gli 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 tit iA Wbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 + Job Truss Truss Type Qty Ply PLH-El Dorado K1935239 61600867 CAPB1 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:13 2016 Page 1 I D:jqR?OTKd?VViKZXAyOIc4gzMnfF-o2lroemj8fgV6cv0oCscgkTm r4ASBKIaKU?SfazM W24 I 1-8-2 111118 9-0-10 i 16-1-11 11,-5/1 18-1-3 I 1-8-2 0-3-6 7-1-1 7-1-1 0-3-8 1-8-2 Scale=1:32.4 8.00 12 // 4x8\\ 2x4 II 4x8 N 2 :.1 0 101 pm 10 in. imi 11 ►� wi N — 1 5 N � 1 o O I v I CI 4. jN Ion 6 0YXXXXXx- X. Xx:XXXXX 'XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXx 0 a 3x4�T 9 8 7 6 3x4'T 2x4 II 3x6= 4x8= 2x4 II 1 1-8-2 I 9-0-10 I 16-5-1 1 18-1-3 I 1-8-2 7-4-8 7-4-8 1-8-2 Plate Offsets(X,Y)-- [2:0-3-8,0-1-121,14:0-3-8,0-1-121 I 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 0.58 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) n/a - n/a 999" TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BOLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):2-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc!_-:---- i.pppp nn MiTek recommends that Stabiliz-s ir4d'ct•b�teA6i'-o, be installed during truss erectin i:i-Ca et� I p Installation guide. REACTIONS. All bearings 18-1-3. �C/ °y' (Ib)- Max Horz 1=28(LC 9) ‘Z' 89200 P E t Max Uplift All uplift 100 lb or less at joint(s)1,5,9,6 except 7=-246(LC 6) . Max Gray All reactions 250 lb or less at joint(s)1,5 except 9=353(LC 1),7=745(LC 1),6=353(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. QCT' WEBS 3-7=-590/336 -y OREGON Ix NOTES- L<0 �A, y 14,2° 4 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 4f - R IL\— (envelope)gable end zone and C-C Exterior(2)0-2-14 to 5-11-8,Interior(1)5-11-8 to 12-2-11,Exterior(2)12-2-11 to 16-5-9 zone; cantilever 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;Fully Exp.;Ct=1 EXPIRES: 1 _ 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. t, kiii, a A 7)A plate rating reduction of 20%has been applied for the green lumber members. t, L k1 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,9,6 except q• � V (jt=lb)7=246. 1� WAS - 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - O' -:- ,' '' . 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I. 9 14 ,•n, C./\ LOAD CASE(S) Standard s--.. ''` i '' r€a r..1/ 11r ,N/ 1,616 4, 51398 w� #IA `�IONALE' z tolxv April 27,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. ii MEIN. Design valid for use only with MTekN 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 Mali building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and 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 PLH-El Dorado K1935240 B16008.67 CAPB2 Piggyback 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:13 2016 Page 1 ID:jgR?OTKd?W KZXAyolc4gzMnfF-o2 lroemj8fgV6cv0oCscgkThW48kB KGaKU?SfazM W24 3-2-10 3i4-�' 11-4-5 3-2-10 0-1-13 7-11-15 Scale=1:20.8 4x8 \\ 2x4 II 8.00 12 2AL =, IIM- IIP- , e • 7 D so ( N N N N N N (V 1 D II - N I 0 ` ;e:,,7),:'x N\/sx ,V\,,'' , `//`, " f`//; W`//` `//;,/'x'',-;h 5 4 3x4' 2x4 1 4x4= 3-2-10 3i 4 11-4-5 i 3-2-10 0- 3 7-11-15 Plate Offsets(X,Y)-- [2:0-3-8,0-1-121 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 0.92 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:48 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-2-0 max.):2-3. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 0 n- MiTek recommends that Stabiliz-,s . Ir ,d c Asr, be installed during truss erectiV'\�e (kaaer a-_-.i1i;;`,„ Installation guide. REACTIONS. (lb/size) 1=100/11-4-5,4=326/11-4-5,5=499/11-4-5 �� Max Horz 1=88(LC 10) 89200 P E �r Max Uplift1=-43(LC 10),4=-111(LC 7),5=-70(LC 7) - -- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. --- TOP CHORD 3-4=-256/181 WEBS 2-5=-310/232 3 OREGON �� NOTES- /6 'Q)' 1 4,25)\0,4 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 41, --F,R i t-,' (envelope)gable end zone and C-C Exterior(2)0-2-14 to 7-6-1,Interior(1)7-6-1 to 8-3-1,Exterior(2)8-3-1 to 11-3-1 zone;cantilever 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;Fully Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. EX P I f3 ES: 1/ 1,Q 7 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 56 >i 11 i 0 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) 8 E,RRILZ,, 4, 4=111. ' 4-NY V WAS `7' 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. O k14, 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. °r0 _� �'�, �'"6 a LOAD CASE(S) Standard t f�1r i Et. Et f1. gt o 6, A 51398 ws) e 4.OXF6GISTS x � 4. 4tSIONALr,�? : * 8 VT April 27,2016 zrd 00 ,.WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE. �Cr-- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not m..., a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r�,/1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wei(' {` 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/1PI1 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 PLH-El Dorado K1935241 B1600867 CCAP1 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:14 2016 Page 1 I D:jgR?OTKd?Wi KZXAyOlc4gzMnfF-GE sE?_nLvzyLjm UCMvNrCy?3AUZfwoJkY81?C0zM W23 I 3-0-9 I 6-1-2 I 3-0-9 3-0-9 4x4= Scale:3/4"=1 2 8.00 12 II N N 3 1 Allk Ald1611111116... in- (it 7 _A‘jIIIIII=ILIIIIIII u� N N N 4 3x4<.--- 2x4 II 3x4•' I 6-1-2 6-1-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:20 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and require•cross bracing be installed during truss erection,in oaricrmit+�t szer Installation guide. ttJJ 1T�5 REACTIONS. (lb/size) 1=132/6-1-2,3=132/6-1-2,4=214/6-1-2 CDS GI NE 6> Max Horz 1=-54(LC 6) Y.N F� Q�/ Max Uplift 1=-44(LC 10),3=-51(LC 11),4=-11(LC 10) y 89200PE c' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' NOTES- 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;MWFRS Q C ' (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for 7:74. I OREGON A` ((/ reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / ,9Y ZO'� ±'` 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 Q 1 4, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 41 -RR ILA- 3) TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Fully Exp.;Ct=1 _ 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. EXPIRES: 12/3 157 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. * : t it a 4 10)"Fix heels only'Member end fixity model was used in the analysis and design of this truss. * cRRILL 1 LOAD CASE(S) Standard ' ,\� WAS 4 fI4 .p ., ,, . `�/ 8. ii 4 / �' . rd,P 4,, 51398 w4, GrsR ' 4. * S-I°NAL ALti � 'V & s 1 4 * I April 27,2016 or- .. ,rare;rte' .: ,c ./,7*.. s *w :-< .'0-1,' .�^.r k1anxo x c . ;Wv1 Wn:,..n . - s,n ,es ; xs,u i==t AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ik I 10 g Design valid for use only with MTekO connectors.This design is based only upon parameters shown,and is for an individual building component,nott: a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ilViA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado 1 K1935242 61600867 CCAP2 GABLE 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:14 2016 Page 1 I D:jgR?OTKd?WiKZXAyOlc4gzMnfF-GE sE?_nLvzyLjm U C MvNrCy?3AUZfwoJkY81?COzM W23 I 3-0-9 I 6-1-2 I 3-0-9 3-0-9 4x4 = Scale:3/4"=1' 2 8.00 12 E ,_N c., ,k Allillillhhh,„ 3 1 N I 4 3x4- 2x4 II 3x4I 6-1-2 I 6-1-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress'nor YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:20 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and re•uire•cross bracing be installed during truss erection,in 't:0(lcr n V E.S. zer Installation guide. UU f REACTIONS. Masi e) 1=132/6-1-2,1=54(LC 3=132/6-1-2,4=214/6-1-2 C�\�� NG,�(� � S/� 6) Max Uplift 1=-44(LC 10),3=-51(LC 11),4=-11(LC 10) <C r -�. 89200PE �' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ` NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (Q Q (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for —7 OREGON 14, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Z- 41 2�'' P1'� 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 14, T Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. BIER R 1 1..L 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. EXPIRES: 12/31/2017 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. t, I i1ii . 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. vsV,�ILL B LOAD CASE(S) Standard ,,,,4:�1� O0 WAS ` ` ),' 1) pir 'r - A,a `.. . _ ! , Rn ' 1r It rd*P ,1, 51398 ,` .r. 9y 4'GISTE '0. 4, ,S 4, A,4 It v 71 April 27,2016 x,,v,, 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. A Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �= a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall AM inl 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 taus systems,see ANSI/TPli Quality Crtteria,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 PLH-El Dorado K1935243 131600867 C V01 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:15 2016 Page 1 ID:jgR?OTKd?Wi KZXAyOIc4gzMnfF-kRQcCKnzgG4CLw3Owcv419YDJuuOFC UtnoUYkTzM W22 18-10-8 I 37-9-0 I 18-10-8 18-10-8 5x6= Scale=1:80.6 8.00 12 7 ii 4JI1IIL: III 8 3x6 2 12 1 M` 13 o b 3x6' 23 22 21 20 18 17 16 15 14 3x6 19 3x6 = I 37-9-0 I 37-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 13 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:189 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G*Except* WEBS 1 Row at midpt 7-18,6-20,8-17 7-18:2x4 DF No.1&Btr G MiTek recommends that Stabilizers-.-, q�+{Ir= p(qJ ing be installed during truss erection_- •8f1cr' R''• ;Is&.t� Installation guide. r' G)�E / REACTIONS. All bearings 37-9-0. �� ,,\'‘ F� Q (Ib)- Max Horz 1=352(LC 9) �L., -V Max Uplift All uplift 100 lb or less at joint(s)13 except 20=-205(LC 10), 4' 89200 P E r" 21=-170(LC 10),22=-183(LC 10),23=-158(LC 10),17=-205(LC 11),16=-170(LC 11),15=-183(LC 11),14=-158(LC 11),1=-112(LC 8) Max Gray All reactions 250 lb or less at joint(s)1,13 except 18=460(LC 20), r 20=510(LC 17),21=473(LC 17),22=428(LC 17),23=307(LC 17),17=510(LC 18), Q Cr ' 16=473(LC 18),15=427(LC 18),14=307(LC 18) -7. ,OREGON�� tel: FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ./.6, '9 Y 14,2� �Q� TOP CHORD 1-2=-365/280,2-24=-264/218,3-24=-255/239,6-7=-297/328,7-8=-297/303, 4i - .1 LL 12-13=-280/184 BOT CHORD 1-23=-162/254,22-23=-162/254,21-22=-162/254,20-21=-162/254,19-20=-162/254, 18-19=-162/254,17-18=-162/254,16-17=-162/254,15-16=-162/254,14-15=-162/254, EXPIRES: G�1(2SLt7 13-14=-162/254 WEBS 7-18=-259/153,6-20=-312/254,4-21=-265/217,3-22=-286/233,8-17=-312/253, 10-16=-265/218,11-15=-285/233 NOTES- ilk ' 0 il 11 p 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 4, (envelope)gable end zone and C-C Exterior(2)0-5-14 to 4-3-2,Interior(1)4-3-2 to 14-10-8,Exterior(2)14-10-8 to 18-10-8,Interior(1) w OILL,B�g� W 22-10-8 to 33-5-14 zone;cantilever left and right exposed;C-C for members and forces&MFRS for reactions shown;Lumber ®�'u$ O WAS `t� ' DOL=1.60 plate grip DOL=1.60 t 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 A /•.*- CT "1 3)All plates are 2x4 MT20 unless otherwise indicated. .1 6111+ 0 4)Gable requires continuous bottom chord bearing. __'--__� . 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. w0 >;,,. t... (' N 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 ; 7 fit between the bottom chord and any other members,with BCDL=10.0psf. , ''d �1 ` 51398 , 7)A plate rating reduction of 20%has been applied for the green lumber members. . Q.k„.4) 51398 R ti< 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)13 except(jt=lb) * s T C3"4 20=205,21=170,22=183,23=158,17=205,16=170,15=183,14=158,1=112. 1' `il�NAL�� 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �` d 15 tT LOAD CASE(S) Standard April 27,2016 G'porR,i x t; ak .s.'. ..a # . ,,,Lstt,,' s ,4.,r.:+.:ma,- .c.. -?w1.13# xa i 2341x.,,,,,:..,,,... "a ,,,o,,,A : ;` u' ,,,mE,,..-.. ,,„w,,,.£4�'s#". .;N,„,•ta.:n,,w,„,, ,,..' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. ,�I.N* �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not —�� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall LV& building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado - K1935244 B1600867 CV02 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:16 2016 Page 1 ID:jqR?OTKd?WiKZXAyOlc4gzMnfF-Cd_QgobRaC3z3ebTKQJ I N5OrHENOg000SE6GvzMW21 1 16-10-8 { 33-9-0 16-10-8 16-10-8 4x4= Scale=1:72.0 5 ra 19 20 6 8.00 12 4 3 7 IIIII y111 2 8 18 21 11 1 9 O d 3x4-i 3x4 17 22 16 15 14 13 12 11 23 10 3x6- 33-9-0 I 33-9-0 LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 9 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:160 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-13,4-15,6-12 5-13:2x4 DF No.1&Btr G MiTek recommends that Stabilizers-4.s Ir - ing be installed during truss erection,'-- •Wicb : :4t.kizS REACTIONS. All bearings 33-9-0. Installation guide. ,`cJ �NG(N �� /O� (Ib)- Max Horz 1=-313(LC 6) Max Uplift All uplift 100 lb or less at joint(s)1 except 15=-208(LC 10),16=-160(LC 10),17=-215(LC 10), 89200 P E �c 12=-208(LC 11),11=-161(LC 11),10=-215(LC 11) Max Gray All reactions 250 lb or less at joint(s)1,9 except 13=438(LC 20),15=517(LC 17),16=447(LC 17), 17=452(LC 17),12=516(LC 18),11=447(LC 18),10=451(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O n_OREGON [V/ TOP CHORD 1-18=-282/222,2-18=-264/242,4-19=-265/276,5-19=-246/291,5-20=-246/266, G/Q `�,9Y 4 2�'\ + p` '� 6-20=-265/251 q , VI WEBS 4-15=-314/255,3-16=-256/212,2-17=-315/250,6-12=-314/255,7-11=-257/213, iti 8-10=-315/250 ��R��—`" NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2017 (envelope)gable end zone and C-C Exterior(2)0-5-14 to 3-10-5,Interior(1)3-10-5 to 13-6-1,Exterior(2)13-6-1 to 16-10-8,Interior(1) 20-2-15 to 29-10-11 zone;cantilever 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;Fully Exp.;Ct=1Ita A 3)All plates are 2x4 MT20 unless otherwise indicated. St @*o . 4)Gable requires continuous bottom chord bearing. . ALL & 4- 5) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 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 `' "�� its WAS40� 1-1"›,t�� fit between the bottom chord and any other members,with BCDL=10.0psf. w° Air ~4 �� 7)A plate rating reduction of 20%has been applied for the green lumber members. a fj jet� '� " 8)Provide mechanical connection(by others)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)1 except(jt=lb) r - ..�l �,},'•.. P P P �- 15=208,16=160,17=215,12=208,11=161,10=215. 44 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard , o .4, 5139$ �,`�� GISTEg� .\--<.) 4 S-4 uNAL E ', � B' April 27,2016 . .u. 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. SR I.V7,.'' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a ilia building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 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 PLH-El Dorado K1935245 B1600867 CV03 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:17 2016 Page 1 ID:jqR?OTKd?WiKZXAy0lc4gzMnfF-gpYMdOpEBuKwaDDn11 xYgadZohaU75OAF6zfoLzMW20 14-10-8 I 29-9-0 I 14-10-8 14-10-8 4x4— Scale:3/16"=1' 5 r'320 20 8.00 12 4 6 q 3 a 7 ch 18111 21 2 8 1 1 1 v Ai l 9 v O 0 3x4'/ 3x4 17 16 15 14 13 12 11 10 3x6— I 29-9-0 I 29-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:135 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers-•._ =w it q� ing be installed during truss erection ;- •�hc� �': ''•tilizs REACTIONS. All bearings 29-9-0. Installation guide. �\c0 'c-" (N�E /O� (Ib)- Max Horz 1=-275(LC 6) {L 1:7 Max Uplift All uplift 100 lb or less at joint(s)1,9 except 14=-205(LC 10),16=-175(LC 10),17=-160(LC 10), CC89200PE 12=-205(LC 11),11=-175(LC 11),10=-160(LC 11) Max Gray All reactions 250 lb or less at joint(s)1,9 except 13=404(LC 20),14=518(LC 17),16=416(LC 17), 17=311(LC 17),12=518(LC 18),11=416(LC 18),10=311(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'yam OREGON �l(,/�' TOP CHORD 1-2=-281/215 / .9r ,Z0'\ WEBS 4-14=-310/252,3-16=-274/225,6-12=-310/252,7-11=-274/225 14, P NOTES- �FRRILL 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-5-14 to 3-5-14,Interior(1)3-5-14 to 11-10-8,Exterior(2)11-10-8 to 14-10-8,Interior(1) EXPIRES: 12/31/2D17 17-10-8 to 26-3-2 zone;cantilever 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;Fully Exp.;Ct=1 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. rii dt 8 4 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .t,_ #, RILL , fit between the bottom chord and any other members,with BCDL=10.0psf. 1, �'� WAS 1-1->,",r 7)A plate rating reduction of 20%has been applied for the green lumber members. ,�O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9 except(jt=Ib) ` ,,. C.. U . to 14=205,16=175,17=160,12=205,11=175,10=160. d� lit-'4--il,f." - 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. o ® ,, va LOADCASE(S) Standard F t ,(r tv we ,,,6 'z',,51398 , 44 4 -40 sSJOON-AL 1 4 , rw V. April 27,2016 (t.'°."C '=a.:4-:x,., --ivtfr:i7£"tPri, +' r'`a.¢Tc.•{ e,-.Q,&r,::,6+ ,w....:,t`WP:Ki'Ca,.,S 34: ..T3,:''x-x,.r.,a;v tik.:v:,,r4rv.erxv.,t••:'0 .4..eZ....Ir'=° .ta,"r%•.27=.. i;ts,'gR e a ^'% '• "•,,,,,,A;1 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. III,♦ 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 IVY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and 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 PLH-El Dorado K1935246 B1600867 CV04 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:17 2016 Page 1 ID:jgR?OTKd?W KZXAyOlc4gzMnfF-gpYMdOpEBuKwaDDnl 1 xYgadZhhab77uAF6zfoLzMW20 I 12-10-8 I 25-9-0 I 12-10-8 12-10-8 4x4= Scale=1:55.7 4 SLI iiii5 168.00 125 3 • 2 6 n 14 17 1 7 v r V 0 O 3x4 3x4 i 13 18 12 11 10 9 19 8 \ 3x6=- I I 25-9-0 I 25-9-0 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 0.14 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress lncr YES WB 0.16 Horz(TL) 0.01 7 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:110 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers-•- gygyir p�Q¢�� ing be installed during truss erection =� •�ftcb IV%`':11:fbz--. REACTIONS. All bearings 25 9-0. Installation guide. ,\cJ 0-4GII NEF� QO2 (Ib)- Max Horz 1=-237(LC 8) LL Max Uplift All uplift 100 lb or less at joint(s)1 except 12=-196(LC 10),13=-207(LC 10),9=-196(LC 11),8=-207(LC ' 89200 P E �r 11) L Max Gray All reactions 250 lb or less at joint(s)1,7 except 10=392(LC 20),12=492(LC 17),13=441(LC 17), 9=492(LC 18),8=441(LC 18) , - , FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. flG OREGON D, / WEBS 3-12=-302/248,2-13=-3041241,5-9=-302/248,6-8=-304/241 q O'� A, <0 Y 74,2 P� NOTES- //,/ -R R 1 LA— 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-5-14 to 3-5-14,Interior(1)3-5-14 to 9-10-8,Exterior(2)9-10-8 to 12-10-8,Interior(1) 15-10-8 to 22-3-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber EXPIRES: 12131/2017 DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. k 8 ,ift, 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 41z-L a. 7)A plate rating reduction of 20%has been applied for the green lumber members. 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 1 O�WASE ' J'*.o.12=196,13=207,9=196,8=207. '`°' '1 • %tY. • G' 9)"Fix heels only"Member end fixitymodel was used in the analysis and design of this truss. / ��" 1 ,o-., O Y Y 9 --4r - : !'` 6 ..5i LOAD CASE(S) Standard �' • .et 16 ,p,,51398 ..< w�,, 4. Off' ..GISTS G # —4ONALEI-1,k, Itrwilv April 27,2016 4 p ' WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MJl-7473 rev.10/03/2015 BEFORE USE. w nry' Design valid for use only with M7ek0 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 pr 3 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935247 B1600867 E01 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:19 2016 Page 1 I D:jqR?OTKd?WiKZXAy01c4gzMnfF-cCf72irUjVaegXNA9Sz0v?jg4VBob2gTiQSmtEzM W2_ I -1-10-8 I 5-3-5 f--10-51 7-6-3 18-1-3 1 13-4-8 I 15-3-0 1 1-10-8 5-3-5 0-7-0 1-7-14 0-7-0 5-3-5 1-10-8 Scale=1:29.1 5x8= 4x6 4.0012 4 11 �/ 12 10 13 v 0 N 2 nn H n n n n nn n n 5 9 H I ® I I I I 1 1 ti■ n n I 1 r■ 14 6 I o 15 16 8 17 18 7 19 20 3x6= LUS24 LUS24 2x4 II LUS24 LUS24 3x4— LUS24 LUS24 3x6 1 5-3-5 8-1-3 1 13-4-8 1 5-3-5 2-9-15 5-3-5 Plate Offsets(X,Y)-- [3:0-4-12,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.06 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.12 2-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:53 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-0-8 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 0,f (� MiTek recommends that Stabiliz - ird'c-04r i',. be installed during truss erectikr ai'a -` i 7 n,lI ( Installation guide. {G REACTIONS. (lb/size) 2=795/0-5-8,5=795/0-5-8 2- Max Horz 2=44(LC 6) �- 89 200 P E <" Max Uplift2=-324(LC 6),5=-324(LC 7) - Max Gray 2=1138(LC 29),5=1138(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q Q TOP CHORD 2-10=-1823/474,3-10=-1719/479,3-11=-1623/486,11-12=-1623/486,4-12=-1623/486, -y OREGON � 4-13=-1720/478,5-13=-1823/474 L4(,/ /Q ,9Y 1 42�'\ 4 BOT CHORD 2-15=-426/1632,15-16=-426/1632,8-16=-42611632,8-17=-430/1623,17-18=-430/1623, , 0.P 7-18=-430/1623,7-19=-395/1632,19-20=-395/1632,5-20=-395/1632 MFR R 11..\-- NOTES- (16) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2017 (envelope)gable end zone;cantilever 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 11;Exp B;Fully Exp.;Ct=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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ► B. S Id 5)Provide adequate drainage to prevent water ponding. s, 4 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $BRILL B 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4\ iv WAS �,`, fit between the bottom chord and any other members. 'Ai 8)A plate rating reduction of 20%has been applied for the green lumber members. "t' ;..r�� vp 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=324, • � /� ky- O �i 5=324. ' ' F 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. _f,\ 1 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ; 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 4.'d,� 51.39$ .4k."e from the left end to 11-3-12 to connect truss(es)JE01(1 ply 2x4 DF),JE02(1 ply 2x4 DF),JE03(1 ply 2x4 DF),JE02(1 ply 2x4 DF), p� 1-/, �R JE01(1 ply 2x4 DF)to back face of bottom chord. 4, "'SS, CS 13)Fill all nail holes where hanger is in contact with lumber. # ONAL $ 46, 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)175 lb down and 165 lb up at `t4 5-10-15,and 175 lb down and 165 lb up at 7-5-9 on top chord. The design/selection of such connection device(s)is the responsibility /7 V 7 1 of others. April 27,2016 .s:.: W1v 3.0 dI ,,- ..,,.e. ;,„r-..a;+ .m,. rtz,. _:fix. ,,..,-0-......7'71,4'. --.4,,,,,,,./Z11,... rt• ti- ' "."5,-.,,,,‘,W1,,, .F ;: ..,....,F«s:. ';:,,m.- -„- wsswvatJ,«... =ON. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Ili li V^” Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not W. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ilia building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935247- B1600867 E01 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7-610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:19 2016 Page 2 ID:jgR?OTKd?W KZXA_yOlc4gzMnfF-cCt72 irUjVaegXNA9SzOv?jg4V Bob2gTiQSmtEzM W2_ NOTES- (16) 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 16)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:11=-97 12=-97 15=-7(B)16=-7(B)17=-7(B)18=-7(B)19=-7(B)20=-7(B) OC WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE.Design valid for use only with MiTek()connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall iVL_ 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 ®ma fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935248 B1600867 E02 COMMON GIRDER 1 3 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:19 2016 Page 1 I D:jqR?OTKd?WiKZXAyOIc4gzMnfF-cCf72irUjVaegXNA9SzOv?jqm V2Tbw4TiQSmtEzM W2_ I 3-0-9 6-8-4 10-3-15 I I i 13-4-8 I 3-0-9 3-7-11 3-7-11 3-0-9 ICC APPROVED FACE MOUNT HANGER(BY OTHERS)REQUIRED FOR JOINTS 6,11 LOADS SHOWN IN NOTES BELOW.ALL NAILS HOLES MUST BE FILLED AS Scale=1:22.0 PER HANGER MANUFACTURERS INSTALLATION PROCEEDURE WITH A MINIMUM OF 10d(.148"X 3")NAILS OR AS REQUIRED BY THE HANGER 4x4 = MANUFACTURER.FAILURE TO COMPLY MAY REQUIRE ADDITIONAL CONSIDERATIONS TO DISTRIBUTE LOADS BETWEEN THE PLIES. 3 4.00 12 4x12 9 10 4x12 2 000. 4 tirommiNtr N 1 ........misimilimilmm..._ 5 li a Oc:i_ e— e— 4x12 = 8 7 6 11 3x10 II 8x8= 3x10 H HUS28 4x12= Special I 3-0-9 6-8-4 I 10-3-15 I 13-4-8 I 3-0-9 3-7-11 3-7-11 3-0-9 Plate Offsets(X,Y)-- 11:0-6-0,0-1-121,[5:0-6-0,0-1-121,[6:0-6-4,0-1-81,[7:0-4-0,0-4-121,18:0-6-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.10 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -0.24 6-7 >653 180 TCDL 7.0 Rep Stress lncr NO WB 0.63 Horz(TL) 0.04 5 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:221 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. BOT CHORD 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G*Except* 2-8,4-6:2x12 DF SS ,c\ 9 P R OFFS REACTIONS. (lb/size) 1=2392/0-5-8,5=8435/0-5-8 CD G N E cc) Max Horz 1=-42(LC 32) \ �N F9 Q Max Uplift/=-501(LC 6),5=-1682(LC 7) Cf� 2-y �- 89200PE r" FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5859/1204,2-9=-7308/1473,3-9=-7279/1480,3-10=-7269/1474,4-10=-7279/1467, 4-5=-16737/3368 BOT CHORD 1-8=-1151/5536,7-8=-1151/5536,6-7=-3170/15836,6-11=-3170/15836, 5-11=-3170/15836 "'yam OREGON �t(/� WEBS 2-8=-1012/270,2-7=-389/1560,3-7=-817/4266,4-7=-9279/1915,4-6=-1032/5288 ,9 /6 'I 14,2-°\�p'�` NOTES- (15) FR R 1 LL 1)NA 2)3-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc. EXPIRES:___1.2a112,111_ Webs connected as follows:2x12-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS 4. 4 (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,RR.ILL � 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4. Q 6)Unbalanced snow loads have been considered for this design. WASTE �� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �► �'Z' d ' 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will !P - �N4 O „O`* fit between the bottom chord and any other members. -- `- `' t 9)A plate rating reduction of 20%has been applied for the green lumber members. a � `, IP 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=501, • 5=1682. a -d 1398 B► 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1 4, i 4 12)Use Simpson Strong-Tie HUS28(22-10d Girder,4-10d Truss)or equivalent at 11-11-4 from the left end to connect truss(es)B07(1 ply e Ash, °STEL 4 2x6 DF)to front face of bottom chord. SG 13)Fill all nail holes where hanger is in contact with lumber. SI�NALE ¢ 41 4 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)7531 lb down and 1527 lb up at F Ii V 1 10-3-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. April 27,2016 ,� • r,,,-; � ,,. .. al Engineer of Record For Final uplift values at bearing points on girders. fs,, -t,';ileak,1s `"'a�:.a4 _. s'r.' .,.tr.iritF1xrw --ter 'sem%- 00 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la Mr: Design valid for use only with MiTek®O 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 Mit building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mei is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935248 ' B1600867 E02 COMMON GIRDER 1 3 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:20 2016 Page 2 ID:jqR?OTKd?WiKZXA_yOIc4gzMnfF-4ODVG1 r6UpiVRhyMiAUFSDF?WvOiKNKcx4CJOgzMW1 z LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:6=-7531(F)11=-2212(F) 5H==.WARNING-Veriiy design parameters and READ NOTES ON THlS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. r1Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 9 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 't41 k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ue� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1M 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 PLH-El Dorado - K1935249 B1600867 E03 Common 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:20 2016 Page 1 ID:jqR?OTKd?WiKZXAy0lc4gzMnfF-40DVG1 r6UpiVRhyMiAUFSDFOAvXjKTwcx4CJOgzMW1z I 6-6-4 I 10-0-6 I 6-6-4 3-6-2 Scale=1:17.7 4x4= 2 4.00 12 8 - 9 3x4 7 6 n r, 11111* v 1 ":210 0 o 5 3x4 = 4 3x6 = 2x4 II I 6-6-4 I 10-0-6 I 6-6-4 3-6-2 Plate Offsets(X,Y)— F1:0-2-15,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.05 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.15 1-5 >783 180 TCDL 7.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:37 lb FT=10% 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 0- n 3-4:2x4 DF No.1&Btr G MiTek recommends that Stabiliz-.= - Ili/414d c i'-=. be installed during truss erecti,r p9�a '�: e.a--• S Installation guide. c., �G ,O_ REACTIONS. (lb/size) 1=409/0-3-8,4=409/Mechanical 4.4r -Q Max Horz 1=75(LC 12) ,,Ct" 89200 P E f Max Uplift1=-105(LC 8),4=-89(LC 9) ` FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. r - TOP CHORD 1-6=-545/183,6-7=-472/184,7-8=-468/185,2-8=-428/191,2-9=-464/211,3-9=-492/204, ,Q Cr 3-4=-409/207 "'yOREGON C4! BOT CHORD 1-5=164/441 / Nbc WEBS 3-5=-174/467 Q A w 14,2 „Pe NOTES- 'v/ sR R 10-- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-6-4,Exterior(2)3-6-4 to 6-6-4 zone;cantilever left 17 12/31/2 EXPIRES: and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,, g B g fit between the bottom chord and any other members. rBRIE 4 Z.(1E 6)A plate rating reduction of 20%has been applied for the green lumber members. * L., 4, 7)Refer to girder(s)for truss to truss connections. • 'Q WAS 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) ''," 0 � v 7 - G 1=105. to /� r:xr7'•`';: Q w. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 7 fal/ ',i�`.'.-,:r Y Y Y 9 ,F },� --1, LOAD CASE(S) Standard S. 1' b, ok 'et. 41,,�4,G 51398A0 w� 0.. .' ISTE� . ' 4 a SSIONAL D,G m 4. Eq ii April 27,2016 G.,., s'x X k' `•n;:,. 4"'F'- ..3, '=•.y,4.c "".?,5`.3,':.� #r2+..'T-' :1.."*.'"c '" ' 'sw iW.:�XY'S.. `�:, -= - • Job Truss Truss Type Qty Ply PLH-El Dorado K1935250 - B1600867 JA01 Jack-Open Girder 1 1 Job Reference o.tional Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:21 2016 Page 1 ID:jqR?OTKd?WiKZXA_y0lc4gzMnfF-ZbntTNskF6gM3rXYGt?U?QoGGIpt3zO19kxtx7zMW1 y -0-11-4i 1-10-15 I 5-0-0 0-11-4 1-10-15 3-1-1 Scale=1:11.7 3 - K 1 8.00 12 r; 2 co . - - o M Xh O 1 5 6 4 LUS24 LUS24 3x4 \\ 1-10-3 1-10115 5-0-0 I 1-10-3 0-0-12 3-1-1 I Plate Offsets(X,Y)-- [2:0-1-1 1,0-2-31 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 0.11 Vert(LL) -0.03 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(TL) -0.09 2-4 >612 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=10% 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 Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers-.- it ing be installed during truss erection O_Vvlt '. .'+,fbzS- Installation guide. c0 G,[�j� REACTIONS. (lb/size) 3=32/Mechanical,2=193/0-3-8,4=47/Mechanical 6.,.. �N �� 2 Max Horz 2=80(LC 8) Max Uplift3=-39(LC 8),2=-27(LC 8) 4 89200PE �1--- Max Gray 3=39(LC 16),2=222(LC 14),4=95(LC 3) 1 - - -J FORCES. (Ib)-Max.Comp./Max.Ten. All forces 250(Ib)or less except when shown. r , NOTES- �y OREGON �� ' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS Gj '\ (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4 '9 r 1 4,20 �` 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 MSR r I1._\- �� 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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 EXPIRES: 12/31/2017 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. . l 6[ A k 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. * t 4 4 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 4. ORRILL , from the left end to 4-0-12 to connect truss(es)SA01(1 ply 2x4 DF),SA02(1 ply 2x4 DF)to front face of bottom chord. 4 �� WAS ` . 4' 11)Fill all nail holes where hanger is in contact with lumber. `'0,444 O� 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • .64ICep�� ,,fir LOAD CASE(S) Standard ,. �= 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 f:14 NA Uniform Loads(plf) -. f Vert:1-3=-64,2-4=-20 o ' Concentrated Loads(Ib) n9 �'O ,�.651398 cv Vert:5=0(F)6=0(F) .e. GISTS e 4 uNAL- 4 April 27,2016 00 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 • air a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /TUB building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MeV' Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935251 B1600867 JA02 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:21 2016 Page 1 ID:jgR?OTKd?WiKZXAyOIc4gzMnfF-ZbntTNskF6gM3rXYGt?U?QoFXIgd3zO19kxtx7zM W1 y I 0-11-4 3-10-15 I 5-0-0 I 0-11-4 3-10-15 1-1-1 Scale=1:18.5 3 , '((• -��D P R�F�ss. <c�\� ANG{N�FR /`2 89200 P E � 8.00 12 1 - 1 0 CC y OREGON N tx �j 4. 4 , 14_,2-p� P� - 4/G- �ERRiLL 2 1irn EXPIRES: 7-1 � Io 1 M 4 E 3x4\\ I 3-10-3 3-1015 5-0-0 I 3-10-3 0-0-12 1-1-1 Plate Offsets(X,Y)-- 12:0-1-11,0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.03 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(TL) -0.09 2-4 >606 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=10% 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 Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=108/Mechanical,2=246/0-3-8,4=48/Mechanical Max Horz 2=139(LC 10) Max Uplift3=-102(LC 10),2=-36(LC 10) Max Gray 3=119(LC 18),2=246(LC 1),4=96(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. fi• A A 3 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(it=lb) t df 3=102. Y,. ,KRILL ` 4 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. * 19 WA- orS - * LOAD CASE(S) Standard qr 0ldole ,• -?' �� $ sr ,le V roD/6 , 51398 A0e'S AGISTER � ) * 'SrONALti, 111, ° ia7 ' April 27,2016 A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. .=100 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 Mill: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935252 B1600867 JA03 Jack-Open 10 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:22 2016 Page 1 ID:jgR?OTKd?WiiKZXAyOlc4gzMnfF-1 nLFgjtMOQyDh_51gbXjXeLPpiAsoQevOOhQTZzMW1x -0-11-4 5-0-0 0-11-4 5-0-0 Scale=1:22.3 3 �E° P R°FFs r•�t� \AGINEF� 8.00 ,2 , et- 89200 r-E �f o cTs A Cc- 1- r1- OREGON 41/ i0 -9�' 14,2 P� 2 EXPIRES:, 12L31/2OtZ 3x4\\ 4 5-0-0 5-0-0 Plate Offsets(X,Y)-- 12:0-1-11,0-2-31 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 0.25 Vert(LL) -0.03 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(TL) -0.09 2-4 >606 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=10% 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 Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=140/0-5-8,2=273/0-3-8,4=48/Mechanical Max Horz 2=167(LC 10) Max Uplift3=-130(LC 10),2=-43(LC 10) Max Gray 3=153(LC 18),2=273(LC 1),4=96(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=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;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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. l 8 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 3 dT 3=130. ,ORRI-L B .f+ 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. � WAS 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • T a $ '76 LOAD CASE(S) Standards rte4,�, 0 ' ? .. . �.�. • 14149, `'d16 51398 9k' - GISTBRtix h' . 0NAL�� v1 - April 27,2016 �.. ..- °."�.�k .xs '�d'a�:--.�'_ :±aC:�us" :'.` :.,_��;'�v; cti X'�e1YY:F".tr.�.`�r'i"dc[ 4r�,',',�.`"'4� a35Kk,+.,t:'."9i: W'ra..n.".;:•. 3;�. � "�:;'9"x: f�€=€�`>:�`- �1�e"S "�.-1.'4"' "" - . .,....vR.: ,``,�3 A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ■o Design valid for use only with M7ek®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 ILV�bit building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935253 B1600867 JA04 Jack-Open '1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10.57:22 2016 Page 1 ID:jgR?OTKd?WiKZXAyOlc4gzMnfF-1 nLFgjtMOQyDh_51gbXjXeLPtiCSoQwvOOhQTZzMW1 x 4-8-14 4-8-14 Scale=1:21.8 2x4 II 3 A14011/11.1111112 \<<,'S\--DP R Fe`s,0 • \� �NGN ,)89200PE1 , A OREGON �4/ Cr-5 � '4 .4 14,2.()Nexv..4 /1/ -R R 11-x- /1 5 -3x4= 4 2x4 II EXPIRES: 12/31/2017 4-8-14 4-8-14 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) -0.02 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(TL) -0.06 1-5 >808 180 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:19 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD 2x4 DF Std 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=183/0-2-6,5=207/Mechanical Max Horz 1=151(LC 10) Max Uplift5=-116(LC 10) Max Gray 1=183(LC 1),5=220(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=116. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. a Pu .i 4 LOAD CASE(S) Standard �RRIZ L, 40. oo WAs 1,'c,, ,�--- 51398gfik SSIONAL EAG 4. April 27,2016 o WARNING-Verity 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 a�Y p` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M i 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 ANSIJTPI1 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 PLH-El Dorado K1935254 B1600867 JA05 Jack-Open 12 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:22 2016 Page 1 ID:jgR?OTKd?WiKZXAyOlc4gzMnfF-1 nLFgjtMOQyDh_51gbXjXeLRTiH7oQev00hQTZzMW1 x -0-11-4 2-0-0 0-11-4 2-0-0 Scale=1:12.2 3 1 8.00 12 � 0�G I N�F9 co " 445-. 89200 P E r-- 2 , 1 -yG 47 OREGON ic,411 'C? .1 14,253\10 `i- 11111 ..3x4 \\ 4 SFRR11- EXPIRES: 12/31/2017 2-0-0 2-0-0 Plate Offsets(X,Y)-- 12:0-1-11.0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=46/Mechanical,2=160/0-5-8,4=19/Mechanical Max Horz 2=84(LC 10) Max Uplift3=-46(LC 10),2=-42(LC 10) Max Gray 3=52(LC 18),2=173(LC 16),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. B a • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. RRrr `f 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4 . L , e LOAD CASE(S) Standard WAS `o .61 �'�� e 1 51398 '(ONALE � „, 4 April 27,2016 t5; �a � s rt ..ti 6;acsaa a^ixwc .._ asd er �-rasw.~asu� usk 59 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado • K1935255 91600867 JB01 Jack-Open Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:23 2016 Page 1 ID:jciR?OTKd?WiKZXAy0lc4gzMnfF-Vzvdu3u_nk44J8gx012y4rtbW6WLXtu2d2Qz??zM W1 w -0-11-4 I 1-10-15 I 4-11-2 I 8-0-0 0-11-4 1-10-15 3-0-2 3-0-14 Scale=1:16.9 3 8.00 1p2 r, 2 - 4Io 1 5 6 7 4 LUS24 LUS24 LUS24 3x4 \\ I 1-10-3 1-19115 8-0-0 I 1-10-3 0-0-12 6-1-1 Plate Offsets(X,Y)-- [2:0-1-11.0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.16 2-4 >570 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(TL) -0.49 2-4 >190 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC20121TP12007 (Matrix) Weight:16 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers- Ir ing be installed during truss erection �� cb ': .'•,ftz-- REACTIONS. (lb/size) 3=25/Mechanical,2=230/0-5-8,4=76/Mechanical Installation guide. `* `.. N a �� /O Max Horz 2=80(LC 8) '� Max Uplift3=-37(LC 14),2=-12(LC 8) 89200 P E Max Gray 3=32(LC 16),2=268(LC 14),4=152(LC 3) 1 ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. , , NOTES- � AA__OREGON Lid 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 G/ 'Zeta _ '\ '` (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 14,2-'1��. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 MER RIO- 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. EXPIRES: 12/31/2017 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. „- p. i 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 * 's,4. .L B 4 from the left end to 6-0-12 to connect truss(es)SB01(1 ply 2x4 DF),SB02(1 ply 2x4 OF),SB03(1 ply 2x4 DF)to front face of bottom ti0 0 r WAS ` T Is 4 4 ;J chord. NI 11)Fill all nail holes where hanger is in contact with lumber. , G� r ' �,1k 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ° G✓"'�, �,, j 'a'--- . 65 LOAD CASE(S) Standard b P`. ' 0 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • r Uniform Loads(plf) Aa,�' 51398 c� �`k. Vert:1-3=-64,2-4=-20 GIS r ERY o Concentrated Loads(Ib) �a O ° �'S � Vert:5=1(F)6=1(F)7=1(F) A ZONAL..„_,S, � ,, .p 8 A 8 t April 27,2016 e a , itci ate'. '4tuy ,.Fr � smF tiara, o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. 1.1-glig 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 alta gg'� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 1qek.` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935256 B1600867 JB02 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:24 2016 Page 1 ID:jqR?OTKd?WiKZXA_y01c4gzMnfF-z9TO5PudY1 CxwIF7x?ZBc3QIvWIDGKBCsiAXXRzMW1 v I -0-11-4 i 2-4-0 3-10-15 i 8-0-0 I 0-11-4 2-4-0 1-6-15 4-1-1 Scale=1:18.2 3 , j A 8.00 FY M N I 2OA to 00 a0 .11 O 011111Mill O 1 _' 5 4 41111 4x6,i 3x4 3x4= I 2-4-0 I 3-10-3 3-19115 2-4-0 1-6-3 0-0-12 Plate Offsets(X,Y)- [2:0-3-14,Edge] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.14 2-4 >642 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.43 2-4 >214 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code IBC20121TP12007 (Matrix) Weight:23 lb FT=10% 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*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-5:2x6 DF No.2 MiTek recommends that Stabilizers-.f =g14ir ing be installed during truss erection =�tct •With ht'. .1. z . Installation guide. REACTIONS. (lb/size) 3=104/Mechanical,2=280/0-5-8,4=77/Mechanical ��'J �ta�'NE�R �Q?,, Max Horz 2=139(LC 10) CL, -9 Max Uplift3=-98(LC 10),2=-23(LC 10) 89200PE Max Gray 3=114(LC 18),2=280(LC 1),4=154(LC 3) ,- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. - NOTES- D �47 OREGON �[(� 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;C-C for members and forces&MWFRS for 0 7 r 14, - ± reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 MER R O" 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2Q17 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. u, P t 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. y d.v 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. VO-RILL 1� LOAD CASE(S) Standard F�'~� O� A � '�, 4 AS, "i'? "� 16 51398 ,.k, ' 4, O S•LISTER ,c' 4 , 4. `�4 ONAL� 1 ' ! April 27,2016 . �za... le' ....w. ;;a'.-;,._•,.,,,;,,,.: ;,'' Sr zsa";_,_d-:a mx...,. .,,,,,,-, =.' =..'w._;.,.;.,.,. - ,.,5,.5n' . ':xnn. 1 %4 �s.`""> " 7A'P.a+t a ,,,,..,-. ,--v--.F WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTela connectors.This design is based only upon parameters shown,and is for an individual building component,not . . N a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall LVA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935257 81600867 JB03 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:24 2016 Page 1 ID jqR?OTKd?WiKZXAyOlc4gzMnfF-z9T05PudY1 CxwIF7x?ZBc3QhIWtMGK8CsiAXXRzMW1 v 2-2-6 5-9-5 I 7-10-6 2-2-6 3-6-15 2-1-1 Scale=1:24.8 2 8.00 12 ��+tp P R pF�srS �C?�5 ��GINEF� /�� 89z00PE ��' 1 oCZ- 1" r , F .OREGON�� 4/ �O 14,2�{� 4 "4x6 4 3 �P ' V RR IL 3x4 II EXPIRES: 12/31/2017 I 2-2-6 i 5-8-9 5- 5 2-2-6 3-6-3 0-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.14 1-3 >656 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.42 1-3 >219 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:25 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 7-10-6 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-4:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=254/0-3-14,2=178/Mechanical,3=76/Mechanical Max Horz 1=173(LC 10) Max Uplift2=-162(LC 10) Max Gray 1=254(LC 1),2=193(LC 17),3=153(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=162. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. I I A LOAD CASE(S) Standard ti' a t V RRILL 4, 4.4 X\ OV WAS �t o• tr., 4,40ip ,-=:-/.-- 9,..), O ofir 14 -;- 'VW. ,, • It �:A T i� "� 51398 k� . °��GrsTERti , .- �SIONALr,G 4 April 27,2016 a. ,a,,A.5'Ei xt zi"cvoass:+t:r Y+t. ";Y..: vRtw_ .e'y,,,,," :K:-tn.t•tt•£r`"; .,4:,w-;,... 2,x; sh4^-v,,, �; .,„,,i.z1R,:... ,°t.A.,":: k `.'.,,^'w•+ - ;-';`•^':4,,,, «, '.”4'.:.e+t:-,..twur..L.',CJ ss':3gm.:-_K-14!) 00 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 �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall V building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M-TeI(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935258 B1600867 JB04 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run.7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:24 2016 Page 1 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-z9T05PudY1 CxwIF7x?ZBc3QgNWt9GK8CsiAXXRzMW1v I 2-2-6 I 7-9-5 710-6 2-2-6 5-6-15 0-1-1 Scale=1:31.2 2 I 4. 8.0012 �(�S O P R OpF`Ss cn ��5 NG,INF� /p 89200PE r • CI 1 OREGON bc �c./ • : I] Ira o - �,1 k 14 20\ P-\-- Log � �RiLL � 0 4 3 4x6 i 3x4 II EXPIRES: 12/31/2017 2-2-6 7-9-5 I 2-2-6 5-6-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.16 3-5 >572 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.40 3-5 >230 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-S) Weight:28 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 1-4:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=318/0-3-14,2=212/Mechanical,3=105/Mechanical Max Horz 1=226(LC 10) Max Uplift1=-17(LC 10),2=-171(LC 10) Max Gray 1=318(LC 1),2=228(LC 17),3=140(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 3-5-10,Exterior(2)3-5-10 to 7-8-9 zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 2=171. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum "4 B t1 4, sheetrock be applied directly to the bottom chord. . tik- ft•VV,RRILL 4 LOAD CASE(S) Standard yY''`,,,44QOV WASj ?, . l'iiiiraP c---c"‘, ), °,,,,, \-,72-6 * L -:,' ...v.74_,:s7. ,., ,e., .: No .a ; r" 4 r.D,P 51398 ` a # w 4. O,, •rGISTER ' 4 t� 44 e` s-4ONALE�G , B' 1r 1 If April 27,2016 .�:—. ,u ow .t.`? .,w 'a�.-,-/23„m',d+'.a ..$„_ t C :.t w„ utt aI,,..,a. ��. 's' —...,N .l.T,--_,,...,,,,,,,..-5�3.�.. _1.4.�1°6�'�4. A WARNING-Verify design parameters and READ NOTES ON TN1S AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. a i o 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 a1 ✓.—E. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MFrek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl 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 PLH-El Dorado KI935259 B1600867 JB05 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:25 2016 Page 1 ID.jqR?OTKd?WiKZXAyOlc4gzMnfF-RM10JIvFJLLoYSgJVj4Q9GzgmvBO7mNL4Mv44uzMW1 u I 2-2-6 I 7-10-6 9-9-5 I 2-2-6 5-8-0 1-10-15 3O Scale=1:41.1 ) P 2 8.00 12 ,� 10 ( :ED P R OF�Css .N5 NGiN�F /O 9 89200PE r 1�� Z- OREGON X44./ I 5 4 SFRR1L\- �' 4x6 3x4= EXPIRES: 12/31/2017 1 2-2-6 2-2-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) 0.17 4-6 >538 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.41 4-6 >223 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 4 n/a n/a BOLL 0.0 Code IBC2012/TPI2007 (Matrix-S) Weight:31 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 1-5:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)1=0-3-14,2=0-1-8. (Ib)- Max Horz 1=285(LC 10) Max Uplift All uplift 100 lb or less at joint(s)3 except 2=-226(LC 10) Max Gray All reactions 250 lb or less at joint(s)3,4 except 1=324(LC 1),2=295(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 5-5-10,Exterior(2)5-5-10 to 9-8-9 zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=226. ,it, ti, p ill 444 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum 4- Z,NE - L ,.q ' sheetrock be applied directly to the bottom chord. ir 44, a�9 •v WAS ..!;, 4 LOAD CASE(S) Standard gr �� >.•6, ,j ak m,, K. l'.:! c ; 4, ?P .4) 51.398 r,, , GISTER .%-k-\44' e..e sSIONAL� G 4 0ivry -� April 27,2016 00 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 property incorporate this design into the overall aVLA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IIVFTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado . K1935260 B1600867 JB06 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:26 2016 Page 1 I D:jqR?OTKd?WiKZXAy0lc4gzMnfF-vYam W5wt4fTeAcPW3Q bfiUV?WJXFkDdVJOfecKzM W1 t 2-2-6 I 7-10-6 l 11-9-5 2-2-6 5-8-0 3-10-15 Scale=1:44.8 4 I‘" 0 3 8.00 12 a 11 z Pi u) T 0 o F- 10 1 ,I I� CI i T4 6 5 4x6',> 3x4= 1 2-2-6 2-2-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) 0.17 5-7 >538 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.41 5-7 >223 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-S) Weight:35 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 1-6:2x6 DF No.2 MiTek recommends that Stabilizers and re.uire.cross bracing be installed during truss erection,inB 1apcptft t• Fszer Installation guide. U t1 REACTIONS. All bearings Mechanical except(jt=length)1=0-3-14,2=0-1-8,3=0-1-8. �� G)N� c5'� (Ib)- Max Horz 1=345(LC 10) �- <c- F� ��,' Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-232(LC 10),3=-107(LC 10) 'L, -p Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 1=324(LC 1),2=302(LC 18) CZ- 89200 P E c--- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2681205 - -, ' , NOTES- 7, OREGON tx �(U� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 7 N\ (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 7-5-10,Exterior(2)7-5-10 to 11-8-9 zone; ''r 1 4, - .. cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /lijR R �� )Q` 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed fora 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. EXPIRES:__12L11/2111.7_ 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=232 A 4 3=107. RRII `� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. l 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum 4- �4 WAS '9it �, --" sheetrock be applied directly to the bottom chord. 'J 0I T ..t: LOAD CASE(S) Standard °` *1� 'tii.'1 et iiti _-p,4 V et *II tie ,..::) ili /6 4) 51398 "; 0.k 'GiSTEg- ' 4 s7ONALP i a 8. April 27,2016 (...,K.T.,,:;,Srxt..,• .x.,.m4-i?......,.. a,:,,,,z,s `.w ,'ya9"dwr?ia".wro. Grow ::. - «";` f £' r"...,,. ..t... „':t..-;t,,,, vz,,,,,, ,bye..,-,,'. ...„„,?.„,,,,,,,,,,,,,.5„,..„,,-,:„,4, :,,,,,.^�'* ',,,,,t, J A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1_�r= Design valid for use only with MiTekr connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a i 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 �avv�e fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 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 PLH-El Dorado K1935261 B1600867 JB07 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:26 2016 Page 1 ID:jqR?OTKd?WiKZXAyOlc4gzMnfF-vYam W5wt4fTeAcPW3Q bfiUV?WJXFkDdVJOfecKzM W1 t I 2-2-6 7-10-6 13-9-5 1 2-2-6 5-8-0 5-10-15 Scale=1:55.2 4 u) I� 0 3 8.00 1111 2 u' r, N r N : 10 1 c,,, oe, imiiimmiimt 61 a el l 6 5 4.6 i� 3x4 = 1 2-2-6 1 2-2-6 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 0.52 Vert(LL) 0.17 5-7 >538 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.41 5-7 >223 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix-S) Weight:38 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 1-6:2x6 DF No.2 MiTek recommends that Stabilizers and re•uire.cross bracing be installed during truss erection,in-. r 1capi it�Y:'u'zer Installation guide. n REACTIONS. All bearings Mechanical except(jt=length)1=0-3-14,2=0-1-8,3=0-1-8. c. ' GINE --,,, / (Ib)- Max Horz 1=405(LC 10) ,, „N *��. Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-289(LC 10),3=-163(LC 10) - "X" Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 1=324(LC 1),2=371(LC 18) �' 89 2OO P E r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-340/266,2-10=-3201297 C NOTES- _ _ 'y4. tet_OREGON �1(r� 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 �,9 0'� (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 9-5-10,Exterior(2)9-5-10 to 13-8-9 zone; /1/ Y 7 4, - �b.r cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 MFR R 4 LL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=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 EXPIRES: 12/31/2017 fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=289 ® la I A ,3=163. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. d .,j�E�LL 8 a.;P 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �''�.Q WAS.4). sheetrock be applied directly to the bottom chord. O [4x v IP 1" ce 0 ie.vim, 9� . IP LOAD CASE(S) Standard , ':''"r� » r �� 51398 w` r 4#` 4QNAL' 4, V S1ig April 27,2016 (: "- ..n.. . w" a5.7 • ,44 ...d °s`' n .:-.r'"-x .` _':a" .--i.` .sa G-,'`'",i..a,u4,-% .m.v'ss., n':€,.,,.. '1•;' .N., ,,, vv�-,, ,,,,r: 'a.:2e-w ..x,,r..`.>s-ter^» 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. R_-__41.1.0* 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 p■�1pii1� kVMbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Fre k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado ., K1935262 B1600867 JB08 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:27 2016 Page 1 ID:jgR?OTKd?W KZXAyOIc4gzMnfF-Nk88kRxVrybVnm_id86uEh2AtjtUTgteYgOB8mzMW1 s 2-2-6 7-10-6 15-9-5 2-2-6 5-8-0 7-10-15 5 Scale=1:62.7 Ii: 0 4 8.00 12 12 3 .. 2 9' d co C-5 d 11 1 oo .moi• Io 8 7 6 4x6-3x4 = 2-2-6 1 2-2-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.17 6-8 >538 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.41 6-8 >223 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 6 n/a n/a BCLL 0.0 Code IBC2012TTP12007 (Matrix-S) Weight:41 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 1-7:2x6 DF No.2 MiTek recommends that Stabilizers and require.cross bracing be installed during truss erection,i� r:plc�jm►itg7Ssr Installation guide. UU IS REACTIONS. All bearings 0-1-8 except(jt=length)1=0-3-14,5=Mechanical,6=Mechanical. ��C �NGI NEER '-'/ , (Ib)- Max Horz 1=465 LC 10 Max Uplift All uplift 100 lb or less at joint(s)5 except 2=-232(LC 10),3=-169(LC 10),4=-163(LC 10) -7 Max Gray All reactions 250 lb or less at joint(s)5,6,3,4 except 1=324(LC 1),2=302(LC 18) 89200 P E r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-412/326,2-11=-392/357 , NOTES- OREGON w2 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS '7 '7,QY .1.. (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 11-5-10,Exterior(2)11-5-10 to 15-8-9 zone; © A, 1 4,(2.0\ Q.T cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 MER R I l-•L 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=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. EXPIRES: 12/31/2017 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)2=232 11, 1L 4 A sx, ,3=169,4=163. 4 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. 1sERR.ILj 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/a"gypsum 1. Al WAS 4`' sheetrock be applied directly to the bottom chord. ,v. J 0� SII, �' LOAD CASE(S) Standard Pi / 4 o 0 Air wit 4 . ,- , a "%/ • 1* 0 '..1: •, r l' 4, 51398 5;i .�rO'�S'.LISTE ' 4$ S40NAL�� 4, April 27,2016 -, ' ,...:`..�E,;9!x:Fr",, ,�:z'.:'c_�.h'..:4-4'd,: ..,: -. .—.;: ,;-... .... _ , ... ,.'-:-, :-kLL.d ..,_,f".=.-,,,,,,,,'".".1,..,.,,,,,, .....,1,:,,,,-,..,>4 ,u,, "..-r.. ,... .... 00 2,,A1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. "IN. -- 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 �Ap,�V9 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 9Tek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the uvs 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 PLH-El Dorado K1935263 B1600867 JB09 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:27 2016 Page 1 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-Nk88kRxVrybVnm_id86uEh29PjtUTgteYgOB8mzMW1 s 2-2-6 i 7-10-6 17-9-5 2-2-6 5-8-0 9-10-15 Scale=1:72.0 6 ,n IL in 5 13 3x6 4 3 ,� c, d A 8.00 12 2 d r N .- 12 1 O .A1 dams Ic.° O =. d 8 7 4x6�� 3x4= 2-2-6 2-2-6 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 0.64 Vert(LL) 0.17 7-9 >538 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.41 7-9 >223 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 7 n/a n/a BCLL 0.0 " Code IBC2012/TP12007 BCDL 10.0 (Matrix-S) Weight:45 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 1-8:2x6 DF No.2 MiTek recommends that Stabilizers and re•uire•cross bracing be installed during truss erection,in s` 0-b s, +*:i—'er Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)1=0-3-14,7=Mechanical,6=Mechanical. 5� G NE s/ (lb)- Max Horz 1=524(LC 10) �N , F� �� Max Uplift All uplift 100 lb or less at joint(s)except 6=-107(LC 10),2=-232(LC 10),4=-169(LC 10),5=-219(LC �L y' 10) Ct- 89200 P E 1- Max Gray All reactions 250 lb or less at joint(s)7,6,4 except 1=329(LC 20),2=302(LC 18),5=269(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. - --- TOP _TOP CHORD 1-12=-484/386,2-12=-464/417,2-3=-319/265,3-4=-312/271 OREGON �L(/�` NOTES- / ,9 ,ZO'\ T 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 14, Q. (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 13-5-10,Exterior(2)13-5-10 to 17-8-9 zone; MFS R`L�- R" cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,4,5. t R a A 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 6,232 lb uplift at joint 2, a•t` i a 169 lb uplift at joint 4 and 219 lb uplift at joint 5. .ts . LL. 4 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,4,5. 4 ,�14 F WAS 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%2"gypsum ` C� �� ?, be applied directly to the bottom chord. %, L�►LOAD 4 - sheetrock , Q , v. CASE(S) Standard �""` \ Er I:II h. 0, �*P© ie 51398 w k, 4, GISTBR . ' 4. <h, 4ONALr�� 4{ April 27,2016 A . *..wr2>i°+" ' ,mI< t„s..€:. 'P,.i.:-ro.As�.s:+t.,, :i-.bk,a.., -ih £,'...f,,, K"•.x""f, . '?tmzm.i.:a.."'fRti'n.±fir`'Y.'ir40,&.:...x- - ew4£'4 voto kt.. 'X"4,... ar8.4�•,z :4:0 .,:.0.5.--A,--?4.4-,,m,a k-,.. 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not � * a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Ai building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935264 81600867 JB10 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:28 2016 Page 1 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-sxiWxny7cGjMPvZuAre7nvblP7DjC77nnK8kgDzMW1 r 2-2-6 I 7-10-6 I 19-9-5 2-2-6 5-8-0 11-10-15 8.00 12 7 Scale=1:79.7 I,r5 sOs 7.1.1111/ 3x6�i 4 s' r> 3 "n O.) N ` r�' 2 c C' • 13 1 C.9 8 4x6- 3x4 = I 2-2-62-2-6 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) 0.17 8-10 >538 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.41 8-10 >223 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 8 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix-S) Weight:48 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 1-9:2x6 DF No.2 MiTek recommends that Stabilizers and re.uireq cross bracing be installed during truss erection,in-. B. cicpvait�Z szer Installation guide. UU r5 REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,1=0-3-14,8=Mechanical. co" GINE S/ (Ib)- Max Horz 1=584(LC 10) ' ' F? �jl Max Uplift 1AAll uplift 100 lb or less at joint(s)7 except 2=-232(LC 10),3=-169(LC 10),5=-225(LC 10),6=-163(LC 89200 P E !'X Max Gray All reactions 250 lb or less at joint(s)7,8,3,6 except 1=350(LC 20),2=302(LC 18),5=276(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I - , TOP CHORD 1-13=-555/446,2-13=-535/478,2-3=-391/331,3-4=-287/233,4-5=-280/247 cr OREGON 4 NOTES- '7 41 �'�t` " A.,1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS r 14,2 ,c51?.± (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 15-5-10,Exterior(2)15-5-10 to 19-8-9 zone; MER R 10- cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed fora 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 EXPIRES: J;_ 1,Q 7 fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,5,6. f, E. B A Q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb)2=232 1.t► 4 4 ,3=169,5=225,6=163. 6 iikV,RRUI,, 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,5,6. t' v s, ftWAS �9-L 1, 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2gypsum `i J OIC, .,' v sheetrock be applied directly to the bottom chord. .a• i ? G',�, � {' LOAD CASE(S) Standard '=` /� " ' ml '/ 80 ei Tit c ; �� 51398 q,� �4t- S`�7ONALE G 4 April 27,2016 .„-,—,..,,.$,....,,,,..,,,,,,-..--t4-,,..,,,,,,,.:...m.,.,,,,,,,,,,,,,,,,-7,—„,,„,.,.,.,,. .,e9"�,v'-V,21,,,,,,,, . ,u," „, , r,7. _ ,. .,yxra rR .,,o .. ,, i,T' , . r,a .� .o-.: "` .. '�:,s:l!i�' '_."'.sa .z'fr.' tM.ear v-, .`��x{+ .. m�az a2W!': fiK1r ram", x ,�€ _..:��'_ ,: ;�.7.'i.,tr�°a•` �-.� ;rte. 00 t.WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE, IR M mg. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935265 81600867 JB11 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:29 2016 Page 1 ID:jgR?OTKd?WiiKZXA_yOlc4gzMnfF-K7Gv96ylNarD1385kZ9MJ67aLXU?xZQx?_tlDfzMW1 q 4-0-0 I 7-10-6 I 21-9-5 4-0-0 3-10-6 13-10-15 Scale=1:87.1 8.00 12 8 9 I'h u� 0 7 16 3x6->-- . 6 _ ��Q` D PROFS- 540. r 89200PE ter` 3 2x4' 2 1s •. OREGON , ..„. i Albh, 'O�'9}# 14,2°.\ —\—' 0 SFR R 1 L\- 11 10 2x4 4x6 = EXPIRES: 12/31/2017 I 7-10-6 I 7-10-6 Plate Offsets(X,Y)— [1:0-2-12,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.09 11-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.28 11-14 >331 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.02 8 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix-M) Weight:54 lb FT=10% 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 Std 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 WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 DF Std-G Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)1=0-3-14,11=Mechanical. (Ib)- Max Horz 1=649(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 11=-102(LC 10),3=-146(LC 10),4=-169(LC 10),6=-225(LC 10),7=-212(LC 10),8=-115(LC 10) Max Gray All reactions 250 lb or less at joint(s)3,4,8 except 1=382(LC 20),11=260(LC 18),6=276(LC 18), 7=259(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-496/277,2-15=-484/299,2-3=-565/451,3-4=-464/376,4-5=-360/292, 5-6=-344/293 BOT CHORD 1-11=-188/284 WEBS 2-11=-348/231 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-6-6,Exterior(2)17-6-6 to 21-9-5 zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs * b A4f non-concurrent with other live loads. 4.1" ,,RxIIL 4�, 4)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4 14 WAS '7 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — Q� P 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 e► i O \.n fit between the bottom chord and any other members. 44,....,.(40:: rs; � . C V --� 7)A plate rating reduction of 20%has been applied for the green lumber members. If ,—r 4 ,- , .. 8)Refer to girder(s)for truss to truss connections. o t.4_,, ,, w, 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6,7,8. ,4 • 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 lb uplift at joint 11,146 lb uplift at joint et ,-d 3,169 lb uplift at joint 4,225 lb uplift at joint 6,212 lb uplift at joint 7 and 115 lb uplift at joint 8. �, *�' 51398 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7,8. ~ ��'� CISTER� � 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4-c '��ONAL. -4 4 iy LOAD CASE(S) Standard ' a t Ill April 27,2016 n`. „r ... ,.r...--> ,N - :,«. ,' ^'� ,a, ,Er,,,,`",. <.1v°5,1 rt- _..`rco''";$,,,, ..a'X,F.'.k`,.v`»is rwixse;�' ;F-a tkr:. w5 t4xUwi avru."".."',,,,7Ztw.3Y."iie'.gi:. !i-r.,ruA}',�tszfi�.t3'r'x ='�s'`�. ,� '§y��i.4.. ...'�...e +`�'f`°"�"... '�'a'3 F - „'� nor '.: '. ) t+�a.#fid,w r.., M,P 00 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 MfTek0 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 pApTLI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I V6 Frei(' k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935266 B1600867 JB12 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:29 2016 Page 1 ID:jqR?OTKd?WiKZXAyolc4gzMnfF-K7Gv96yINarD1385kZ9MJ67aXXUBxZOx?_tlDfzMW1 q 4-0-0I 7-10-6 23-9-5 4-0-0 3-10-6 15-10-15 8.00 12 9 Scale=1:94.7 Iu5 8 6 • 16 3x6 i 7 •6 <C0.0 P R OFess 5 •' CD 4• ,h ; 89200PE Fr 3 • 2x4 2 15 C)2,.. G OREGON X44/ 1 Allt&4,.. 4/1 F R,U� v 11 10 2x4 4x6= EXPIRES: 12/31/2017 1 7-10-6 7-10-6 Plate Offsets(X,Y)-- [1:0-2-12,0-2-3[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.09 11-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(TL) -0.27 11-14 >338 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.02 9 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-S) Weight:58 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 DF Std-G Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=Mechanical,1=0-3-14,11=Mechanical. (Ib)- Max Horz 1=709(LC 10) Max Uplift All uplift 100 lb or less at joint(s)9 except 11=-103(LC 10),3=-146(LC 10),4=-169(LC 10), 5=-225(LC 10),7=-212(LC 10),8=-163(LC 10) Max Gray All reactions 250 lb or less at joint(s)9,3,4,8 except 1=403(LC 20),11=261(LC 18),5=276(LC 18), 7=260(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-566/350,2-15=-554/372,2-3=-636/526,3-4=-535/452,4-5=-431/367, 5-6=-287/233,6-7=-280/247 BOT CHORD 1-11=-190/287 WEBS 2-11=-352/233 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-5-10,Exterior(2)19-5-10 to 23-8-9 zone;cantilever 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;Fully Exp.;Ct=1 3)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. g. 4- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A, " _,cG,RRLL j,4 4, 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 A-1 l`�'" .q. c, fit between the bottom chord and any other members. w,, ,J' of WAS -1,7 '--1->, 4 6)A plate rating reduction of 20%has been applied for the green lumber members. :iiirig,_ C ��7)Refer to girder(s)for truss to truss connections. • -4,7,,,,••• 0 ,.TA 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8. -.41.---,, •._ -° Ir• 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=1b) /tIA 11=103,3=146,4=169,5=225,7=212,8=163. . �f c. �'�"1� 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8. •,e rd ' ck" a,• 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum d 1 4,-6'G 51398 w� k sheetrock be applied directly to the bottom chord. /STEg 4 SSIG 4s LOAD CASE(S) Standard A ,0N-AL ., Sz , r v. v April 27,2016 F -..'ae+.Td.:..,' ' ':4z:':a. t s".i.,..e7?9'• '&:�.`,. "�°"$-K,..w'r_,.:.� "'fi e.::;.'vw^a. -x.'-'.r n '='-x�.::,.,,.'si.' M.J ?�„ :Vis," +w:;' "C" :as`§'. ry Sx:•' .:o.:,,"-µ.�;£?'„"� k} .. _3 ...._a €,... a°'.: :na k .'k::..�.;,:.. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. '1" Design valid for use only with Mil-eke 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 L SVI=.,:_, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing \ii k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935267 B1600867 JB13 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:30 2016 Page 1 ID:jqR?OTKd?WiiKZXAyOIc4gzMnfF-oJgHMSzN8tz4eDjHlGgbsKglGwgQg?d4Eedrl5zMW1 p 4-0-0 7-10-6I 25-9-5 I 4-0-0 3-10-6 17-10-15 8.00 12 g Scale=1:101.7 I:5 O 8 3x6<--- 7 ��ED P R Ope, 6. C��, �NGINE�� f� 5 r J� 2 ti a, r c- 8 2001 E 4 . 3 2x4 NN 35 0 OREGON �tv� r4��i✓ 14 ?-° 4 1 _• /1/7 - 10l- o :1 11 10 rl 4x6 = 2x4 EXPIRES: 12/31/2017 I 7-10-6 I 7-10-6 Plate Offsets(X,Y)-- [1:0-2-12,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.09 11-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(TL) -0.27 11-14 >338 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.02 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-S) Weight:61 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 DF Std-G Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=Mechanical,1=0-3-14,11=Mechanical. (Ib)- Max Horz 1=768(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 9=-120(LC 10),11=-105(LC 10),3=-146(LC 10),4=-169(LC 10),5=-225(LC 10),7=-212(LC 10),8=-219(LC 10) Max Gray All reactions 250 lb or less at joint(s)9,3,4 except 1=425(LC 20),11=261(LC 18),5=276(LC 18), 7=260(LC 18),8=269(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-636/410,2-15=-625/432,2-3=-707/586,3-4=-607/512,4-5=-503/428, 5-6=-359/295,6-7=-351/307 BOT CHORD 1-11=-192/289 WEBS 2-11=-354/236 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 21-5-10,Exterior(2)21-5-10 to 25-8-9 zone;cantilever 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;Fully Exp.;Ct=1 3)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4 '!: ' 4, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4,�} .vvtRRILj 4, 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 �4tr-�\0 WAS ''Q r' 4 fit between the bottom chord and any other members. E' p .kk l' 6)A plate rating reduction of 20%has been applied for the green lumber members. ' , Q:,,,,�, i "' 7)Refer to girder(s)for truss to truss connections. 4 /� f G'*Vii:, 0 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8. 04 h - j d".' ' B . 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 lb uplift at joint 9,105 lb uplift at joint 11 a It, Is+ ,146 lb uplift at joint 3,169 lb uplift at joint 4,225 lb uplift at joint 5,212 lb uplift at joint 7 and 219 lb uplift at joint 8. 01 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8. vt .d c� 114: 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ` 7 �.IST9.R�y sheetrock be applied directly to the bottom chord. ,psSIO �c LOAD CASE(S) Standard ,3 NAL �► tr lig * v April 27,2016 ". _.o nt ry mA P'n+`,sa5,^ A:.. Jaz.,:17.';E,d nA:MM IDiotigi iia..F.sN":.sr? bF 74..;vUMASZ i : ,,,,;, -A. '.. .'"fis.X rr 140;-3,' 5 `mpuL 'dv,,,af"ak,.a'.; ;t}roYti,....-, A 00 A►,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IAA.ll I g. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall "Mil building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANS1/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado • K1935268 81600867 JB14 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:31 2016 Page 1 ID:jgR?OTKd?WiKZXA yOlc4gzMnfF-GWOfZo_OuB5xGNHTszBgOXDvOKH1PTTETIMPHXzMW10 2-2-6 14-0 0 1 7-10-6 1 23-9-5 1 2-2-6 1-9-10 3-10-6 15-10-15 8.00 HT 8 Scale=1:94.3 u7 Iin 0 V717 - 3x6 6 5 M co M r d A cb 4 ,h - 3 2x4 26 0 1 .�� gii 8 o 12 11 109 4x8 T 6x6-i 3x411 3x41 I 1 2-2-6 1 7-10-6 1 2-2-6 5-8-0 Plate Offsets(X,Y)-- [1:0-2-12,Edge],[10:0-0-11,0-1-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.10 10-15 >906 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.31 10-15 >278 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.07 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix-S) Weight:64 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. 1-9:2x4 DF No.1&Btr G MiTek recommends that Stabilizers.r I �[r [ ing WEBS 2x4 DF Std G be installed during truss erection c '•" Installation guide. cJ� JG[jiVE s� REACTIONS. All bearings 0-1-8 except(jt=length)1=0-3-14,10=Mechanical. CO` .. �'9 02 (Ib)- Max Horz 1=704(LC 10) .y Max Uplift All uplift 100 lb or less at joint(s)10 except 8=-163(LC 10),3=-147(LC 10),4=-169(LC 10), 89200 P E r 5=-225(LC 10),7=-276(LC 10) Max Gray All reactions 250 lb or less at joint(s)8,10,3,4 except 1=380(LC 20),5=276(LC 18),7=338(LC 18) r , FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q /jr TOP CHORD 1-16=-568/389,2-16=-554/405,2-3=-636/536,3-4=-535/452,4-5=-431/367, 7 OREGON 4(•i 5-6=-287/233,6-7=-280/247 �jO 'l�Y 2.°N � � �` WEBS 2-10=-280/229 1 4, MFR RIO- NOTES- e'Q 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 19-5-10,Exterior(2)19-5-10 to 23-8-9 zone; EXPIRES: 12/31/2017 cantilever 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;Fully Exp.;Ct=1 3)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 lk P. & I0 41, fit between the bottom chord and any other members. 4. � 4, 6)A plate rating reduction of 20%has been applied for the green lumber members. 4E L, E• 7)Refer to girder(s)for truss to truss connections. WAS 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,3,4,5,7. ;J �� rl 1� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=1b) " 11/ ri G'Or 8=163,3=147,4=169,5=225,7=276. /� ,� 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)8,3,4,5,7. ��. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum "'^ \ i" sheetrock be applied directly to the bottom chord. f;gfi ir LOAD CASE(S) Standard ip �' � g W� sSIONAL�� ,�. April 27,2016 F m .=-.A ya, .�..,-.s ,,,., -'w:p.'c e.,.n.c..- avv-,. v_,. 41-_,_ '-a...,I., . L.... .L1$, 'A ''^ ._. u^ .. fir ..M. 4g1.4".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 MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r 1 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wei(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 - Job Truss Truss Type Qty Ply PLH-El Dorado K1935269 B1600867 JB15 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:32 2016 Page 1 ID:jqR?OTKd?WiKZXAyOlc4gzMnfF-kiyl n8?efVDouXsgPhi3xllyWkab8x6Nhy6yp_zMW1 n 1 2-2-6 i 7-10-6 21-9-5 I 2-2-6 5-8-0 13-10-15 8.00 12 8 Scale=1:87.4 4077 in 6 I�5 3x6 i, 16 0 • 5 4 co 3 - v 4 2 ch r • ,.../1•51•••••••••••••••07. 5 1 o �a i, _ IS, O _ 0 11 10 9 4x6= 3x4= 3x4 I I 3x4 I I 12-2-6 I 7-10-6 I 2-2-6 5-8-0 Plate Offsets(X,Y)-- [1:0-2-12,0-1-15] 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 0.87 Vert(LL) 0.17 9-12 >542 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.41 9-12 >225 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.05 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix-S) Weight:54 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. 1-9:2x4 DF No.1&Btr GMiTek recommends that Stabilizers-.,- -ov.{Ir ,�Q!1. ing be installed during truss erection,- •�f1c Vvltlii'. ''•'cs REACTIONS. All bearings 0-1-8 except(jt=length)1=0-3-14,9=Mechanical. Installation guide. C?. . ‘,.‘GINE-,- l N E� /� (Ib)- Max Horz 1=638(LC 10) �-.r -y' Max Uplift All uplift 100 lb or less at joint(s)except 2=-232(LC 10),3=-169(LC 10),4=-225(LC 10),6=-129(LC 4:t'' 89200P E c-- ` 10),7=-183(LC 10) Max Gray All reactions 250 lb or less at joint(s)9,3,6 except 1=377(LC 20),2=303(LC 18),4=276(LC 18), 7=322(LC 16) ,--—, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -yA OREGON 4// TOP CHORD 1-15=-624/407,2-15=-604/438,2-3=-473/291,3-4=-381/207,4-5=-252/70 L 4i 'gyp` A, �O -4-- 14,20 4 NOTES- /11 .-R R I V - 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 17-6-6,Exterior(2)17-6-6 to 21-9-5 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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 14, R. A IR ,, fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 4�' ERRILL$ 4 7)Refer to girder(s)for truss to truss connections. o�� WAS :It),#0 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,4,6,7. O k 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 lb uplift at joint 2,169 lb uplift at joint 3, A ' , G', �� 225 lb uplift at joint 4,129 lb uplift at joint 6 and 183 lb uplift at joint 7. mo h�. ,''' 10)Beveledplate or shim required toprovide full bearingsurface with truss chord at joint(s)2,3,4,6,7. " i.'. . q /Gid; • 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �° -'`� ' �' sheetrock be applied directly to the bottom chord. ft r LOAD CASE(S) Standard �,ti �.� 45 51398, 1. 4y GISTS a e41l.0- -,ONAL r, 4* wwwg April 27,2016 cumzeo, '-:; e ar.,.wst4'.i ti"$w..-- £u.- sw,rm)iv.+..:+;.f... 4,:y '4-. . --,,, z5`.7.W'+"y aa"' v. ?.A.v..--or",.'-.tv...X"r3,,,,,,,'r' '.4.: -,-, ..,—,.„+st,x,+' ;;x'24.*,, r+_' .c.,*.;.,,„.':.._':.,tomfFren 00 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 MiTekr 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 \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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935270 B1600867 JB16 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:32 2016 Page 1 ID:jqR?OTKd?WiKZXAy01c4gzMnfF-kiyl n8?efVDouXsgPhi3xll_akab8x6Nhy6yp_zMW1 n 1 2-2-6 1 7-10-6 ( 19-9-5 1 2-2-6 5-8-0 11-10-15 8.00 12 7 Scale=1:79.7 6 I,2 o 15 3x6 i 4 3 ,• rn ti 2 o c5 N 14 1 o � ,:i I� 10 9 s O 4x8'T' 3x4= 3x4 II 3x4 11 1 2-2-6 1 7-10-6 I 2-2-6 5-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) 0.17 8-11 >542 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.41 8-11 >225 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 8 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-S) Weight:51 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. 1-8:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and re.uired cross bracing be installed during truss erection,in—.r 1ceyr trir �7'F zer Installation guide. UU REACTIONS. All bearings 0-1-8 except(jt=length)1=0-3-14,8=Mechanical. co G�NE- - 5j (Ib)- Max Horz 1=578(LC 10) C.;\ �C.N F9 0� Max Uplift All uplift 100 lb or less at joint(s)except 2=-232(LC 10),3=-169(LC 10),5=-205(LC 10),6=-220(LC <Ci - 10) ' 89200 P E r Max Gray All reactions 250 lb or less at joint(s)8,3,5 except 1=355(LC 20),2=303(LC 18),6=288(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-559/346,2-14=-540/378,2-3=-409/231,3-4=-317/133,4-5=-309/147 OREGON t) id./ NOTES- /. 7q r 0\ 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 14,2 �P"�" (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 15-6-6,Exterior(2)15-6-6 to 19-9-5 zone; �fFR RL� cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12/31/2017 non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. , B. >r k 7)Refer to girder(s)for truss to truss connections. 4 ' m 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,5,6. 4E �t, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 lb uplift at joint 2,169 lb uplift at joint 3, VJAS205 lb uplift at joint 5 and 220 lb uplift at joint 6. '' O� _ Nle, h� �10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,5,6. . trio-' `'i, G'�11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and/ gypsum -::::A*_414'_,...,:"..e..' *�`sheetrock be applied directly to the bottom chord. �- LOAD CASE(S) Standard ; w �; � 4, 51398 ,.: .� GISTB- .e' 44 tifrt April 27,2016 0)..t.m.u5,4Ne e.-4,,,.. r , ,..x,-..kir..:•..• "i.44. Y ,r .. ¢i Yf^i'iik,40:7"t�-,vtet- a��.WW,I,^^v.' .+31m,-r.••1.,".,:r,',Ni c':cit::8m': -- sk. 'qtr„v..uB±ar.SwAnAi'.'Saulge.',.Jc" 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rev.10/03/2015 BEFORE USE. la a 1..ff Design valid for use only with M7ek0 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 ■1iI 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,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 PLH-El Dorado K1935271 B1600867 JB17 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57.33 2016 Page 1 ID:jgR?OTKd?W KZXA_yOlc4gzMnfF-CuVP_U?GQoLfVhRszODIUyIB38wgIOMXwcrVMQzM W1 m 2-2-6 l 7-10-6 I 17-9-5 I 2-2-6 5-8-0 9-10-15 8.00 riY 7 Scale=1:72.0 6 IL 5 a : 3x6 15 4 0 3 co co M 2 • M N IV N raD r d 14 1 0 dalIMINI if I d 10 9 8 4x8'i 3x4= 3x4 I I 3x4 I I I 2-2-6 I_ 7-10-6 I 2-2-6 5-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) 0.17 8-11 >542 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.41 8-11 >225 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 8 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-S) Weight:48 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. 1-8:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and require.cross bracing be installed during truss erection,in� r.a{1c�t t�i 'er Installation guide. n U REACTIONS. All bearings 0-1-8 except(jt=length)1=0-3-14,8=Mechanical. �• A`GIN tS/ (lb)- Max Horz 1=518(LC 10) /-1,.. ' - F� l/� Max Uplift All uplift 100 lb or less at joint(s)except 2=-232(LC 10),3=-169(LC 10),5=-129(LC 10),6=-183(LC -), 10) `�" 89200 P E r Max Gray All reactions 250 lb or less at joint(s)8,3,5 except 1=334(LC 20),2=303(LC 18),6=322(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. r , TOP CHORD 1-14=-495/286,2-14=-475/317,2-3=345/171,3-4=-252/70 Q (r NOTES- /6 4...7 OREGON�� .i�Z j 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS /Q '9} 14,2� T (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 13-6-6,Exterior(2)13-6-6 to 17-9-5 zone; /lij �P cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 R R L,- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES:____1231/21117____ 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. k i tl / A 7)Refer to girder(s)for truss to truss connections. , RIL 4 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,5,6. * RZ., .. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 lb uplift at joint 2,169 lb uplift at joint 3, Wit"a�9 WAS' t 129 lb uplift at joint 5 and 183 lb uplift at joint 6. O Lr1rr .c 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,5,6. k,. •. );�C.,.x �� in 11)This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and'/z" sum �" ' =' 9 q PP gypsum ,,t,„..,,,,,,, sheetrock be applied directly to the bottom chord. �4 vi • LOAD CASE(S) Standard � coy * �, 51398 �,�,� 0 'SSI � ,NAI.� �� 4+ 6" g � April 27,2016 tt.- _ .wm'°4o..:""yoN., ".. .>v,a, -was...:. g-x vyr.w:;` i.,.,. •";•..,',,SFS.."vri:.,,N•va"i;'✓.azr•*S mAQ•y .• .=it=s,,=,•o ..,Aelwy,w,,?.: ,..,.+` m , 'd:'.,,•3,N,,a,. :+`5 t,v,,,;..,•,o,: ,.- :.r a4 ,„4,1•,.t� �..a, ,•,.7.x'-^9 00 il,,,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. U Design valid for use only with?seek®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 aiaa rj building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing . MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935272 B1600867 JB18 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57.34 2016 Page 1 ID:jgR?OTKd?Wi KZXAy01c4gzMnfF-g53oCgOuB6TW7g02X6kXOAqN EYG3crcg9Fb3uszMW1 I I 2-2-6 I 7-10-6 1 15-9-5 I 2-2-6 5-8-0 7-10-15 6 Scale=1:66.9 5 I u> 4 o 8.00 12 14 k,,o) PR0Fe 3 ,co _G`4 N��-�// , 2 M 'z 89200PE r a 13 r OREGON A., OREGON 0 1 V 9 8 M 7 FR R 11_x' 4x8 i 3x4 I I 3x4= 3x4 I I EXPIRES: 12/31/2017 1 2-2-6 1 7-10-6 I 2-2-6 5-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) 0.17 7-10 >542 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.41 7-10 >225 180 TCDL 7.0 I Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 7 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix-S) Weight:44 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2`Except* BOT CHORD Rigid ceiling directly applied. 1-7:2x4 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. All bearings 0-1-8 except(jt=length)1=0-3-14,7=Mechanical. (Ib)- Max Horz 1=459(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-232(LC 10),3=-113(LC 10),5=-183(LC 10) Max Gray All reactions 250 lb or less at joint(s)7,3,4 except 1=325(LC 1),2=303(LC 18),5=322(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-431/226,2-13=-411/257,2-3=-281/111 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)0-1-15 to 3-1-15,Interior(1)3-1-15 to 11-6-6,Exterior(2)11-6-6 to 15-9-5 zone; cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. f., Ilk a , 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,4,5. '• .4r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=232 * $R'1--L 4".a� 3=113,5=183. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4,5. �� WAStr, �� 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/z"gypsum w ! ,--,:--k,`WA� sheetrock be applied directly to the bottom chord. "..--,4,-, ' LOAD CASE(S) Standard a 4rmr ,,,,� 51398 4t,,,'�,, GISTER �- -40NALr � .4 April 27,2016 i„,:„.„,„ ,,s ".5 :°`'.:';'#A."'".i.' ` 't ".g,„,,,,--„,„„tw- . gy”';',, :,e'-"-". L:?"v„ti£,,,,m,,,„ [a2,-,-,,,,,,w,,,„,'.d!',:'B tC'4 t„ .,..;:.� ` 'W:! K: ?•i. .pct ;4':^, :.,. A.......t -„,,3'Ak' ;:.. ..'” - ;:,3'8:` ;'Rz'r+'on2 ,..4m" '":-, 00 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 a*a 96 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M0'�ek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the u n u 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 PLN-El Dorado K1935273 B1600867 JB19 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print.7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:34 2016 Page 1 ID:jgR?OTKd?WiKZXA_Olc4gzMnfF-g53oCgCuB6TW7g02X6kX0AgNVYG3crcg9Fb3uszMW1 I I 2-2-6 I 7-10-6 I 13-9-5 2-2-6 5-8-0 5-10-15 5 Scale=1:58.9 4 I� 0 3 8.00 - 13 ��Ep P R°FFs 2 cp Eri co NGINEER cS/Oc. 2 �, 89200PE �r 03 12 OREGON '44/ 0 1r _ <0 Ait)' 7 4 2oN ± '�� I I o 0 8 7 6 � -R RIO- 4x8 3x4 I I 3x4= 3x4 II EXPIRES: 12/31/2017 2-2-6 } 7-10-6 I 2-2-6 5-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) 0.17 6-9 >542 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.41 6-9 >225 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 6 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix-S) Weight:41 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. 1-6:2x4 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. All bearings 0-1-8 except(jt=length)1=0-3-14,6=Mechanical. (Ib)- Max Horz 1=399(LC 10) Max Uplift All uplift 100 lb or less at joint(s)3 except 2=-232(LC 10),4=-183(LC 10) Max Gray All reactions 250 lb or less at joint(s)6,3 except 1=325(LC 1),2=303(LC 18),4=322(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-367/166,2-12=-347/197 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 9-6-6,Exterior(2)9-6-6 to 13-9-5 zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. t4 d a t 4 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,4. RIL .4, 10.,R RILL Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb)2=232 .4. L , 4 4=183. . .,J4) f WAS4T�� `7' �, 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. Q, 4 ; ��, 0 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/z"gypsum • ate? sheetrock be applied directly to the bottom chord • ;:;,•. O LOAD CASE(S) Standard01 " lb la to ;,mit► ,4 51398 c�` : % -GZSTER 0.a4. 40NAL�� ,t e if ii April 27,2016 @'Wn v,,,,wk -wnx0F..Q. : ,.a:%: A ',, 'n,M `w:a4': . ':.w. ';.',_ .;g',,,?-%,,TX. ?. _•-n.t,:?-,;,,,, ,,t-W.".4 Mv°: °xxai inW,5 'v ?ai+. + 3'',.-' a'?n tga.,,'Amumil.. .It:4,.r0 eSt.. 'i1z*,.,.mt.,fi?x ,.s4) 00 •!iu WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 5.41 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not VIII"'_ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■V building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing e MMel is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'vu [l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Quality Criteria,DSB-B9 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 PLH-El Dorado K1935274 21600867 JB20 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:35 2016 Page 1 ID:jqR?OTKd?WiKZXAyOlc4gzMnfF-8HdAPA1 WyQbNI_bE5pGmZNNYFxcILIspOvKcQJzMW1 k 2-2-6 1 7-10-6 { 11-9-5 2-2-6 5-8-0 3-10-15 4 Scale=1:50.8 3 IS 8.00 2 ;i 2 12 '\ fc.Co��1 o PRoF�SS ANGINEF/9 /� "' 41.4 89200P c 11 1 NEB 17, OREGON 4// 0 • Y �Ij1,6 }- 1 4,2 ��i+ o 7 6 5 6 R R t-, 4x6 = 3x4 II 3x4 I I 3x4— EXPIRES: 12/31L2017 1 2-2-6 1 7-10-6 2-2-6 5-8-0 Plate Offsets(X,Y)-- (1:0-2-12,0-1-151 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 0.52 Vert(LL) 0.17 5-8 >542 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.41 5-8 >225 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix-S) Weight:38 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. 1-5:2x4 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. All bearings 0-1-8 except(jt=length)1=0-3-14,5=Mechanical. (Ib)- Max Horz 1=339(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 2=-192(LC 10),3=-183(LC 10) Max Gray All reactions 250 lb or less at joint(s)5,2 except 1=325(LC 1),3=322(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-302/105,11-12=-283/139,2-12=-270/148 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 7-6-6,Exterior(2)7-6-6 to 11-9-5 zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. $ t, ik Ilk If 7)Refer to girder(s)for truss to truss connections. A 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. 's \OA-RILL, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 192 lb uplift at joint 2 and 183 lb uplift at 4., 14 WAS { joint 3. ' ,. •� ,. t'\ 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. ,M>, �0 )s s5 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ' _ / � 1 0 AV sheetrock be applied directly to the bottom chord. r . 4 ,1 Ba LOAD CASE(S) Standard Or1 ,` 51398 ' 4,�' 4. O., GISTER . ae 4 6, :4 ONALv� 4 " it y v 8 April 27,2016 earph,, n w.m „,s .s ,n m , ,4 ria+it_:w. egr.-- aE- _•` ,xal.. .m^4 .r # w1Aamv s. xr . G70 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not B a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall LV Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing rtJ iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the eevpue e fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935275 B1600867 JB21 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:35 2016 Page 1 ID:jqR?OTKd?WiKZXAyOlc4gzMnfF-8HdAPA1 WyQbNI_bE5pGmZNNZBxd_LIspOvKcQJzMW1 k 2-2-6 7-10-6 9-9-5 I 2-2-6 5-8-0 1-10-15 Scale=1:41.0 3 2 rin u5 8.00 12 of ��( _D PROF n 11 4< 89200PE �r 10 v OREGON 441 1 X '6 4-> t‘k 7 2-()N 4 � � ' I Io /1/iR R I L� 0 6 5 3x4 II 3x4 I I 4 4x6= 3x4 = EXPIRES: 12/31/2017 1 2-2-6 1 7-10-6 I 2-2-6 5-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) 0.15 4-7 >600 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) -0.39 4-7 >238 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-S) Weight:34 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF No.2`Except* BOT CHORD Rigid ceiling directly applied. 1-4:2x4 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) 1=311/0-3-14,4=104/Mechanical,2=355/0-1-8 Max Horz 1=279(LC 10) Max Uplift2=-277(LC 10) Max Gray 1=31 1(LC 1),4=141(LC 3),2=366(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-251/55 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-15 to 3-1-15,Interior(1)3-1-15 to 5-6-6,Exterior(2)5-6-6 to 9-9-5 zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. s It+ liA i 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. �. . L I�jL Q 4 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 277 lb uplift at joint 2. ' 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. N� WAS `f 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum 'J O� 1(r ,. sheetrock be applied directly to the bottom chord. w �7 "71 Q� �'- 0 «s' �►f of ti x - - LOAD CASE(S) Standard ...el j 5139$ 44- " 24, �S4CISTfcR .,' s 0 S40NAL41. r)- April 27,2016 ,-4,•,,,,4„-,= A,,s.a. r,,.:.'...: ».*`.0:bx-,lw-"?..5+....,,i,..?!.c,..,s4., ...:a. .....k:,..:.'.„ti.r:-.'�m.M,,rv;i y-.,..'�, _..ers�S. .,...._.�.._-,'i3i;e,, „.. t,.....:,.,.,.t<t53:o xw.. .se<::..,r. c-.e<-x'.xr,-: .„.."-.7,,,`.L"? ,.sar:,s.-+d£.N,si,_...sY,1 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1,II F Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not aW a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall V building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing rtA Fiek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado , K1935276 61600867 JB22 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:36 2016 Page 1 I D:jqR?OTKd?WiKZXAy0lc4gzMnfF-dTBYd W28jjjEM8AReXn?5bwj3L?i416zcZ4AylzM W1 j 7-9-5 7-1R-6 I 7-9-5 0-1-1 Scale=1:31.2 2 Ro 8.00 12 ti 8 0 , u> 7 N m 1 N .., 1 o„,....Amr .4 y 0 3x8 3 7-9-5 7-110-6 7-9-5 0-1=1 Plate Offsets(X,Y)-- 11:0-8-0,0-0-10] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.15 TC 0.52 Vert(LL) 0.15 3-6 >627 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(TL) -0.38 3-6 >248 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 {Matrix S) Weight:25 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE _ ii�` Left:2x4 DF Std-G MiTek recommends that Stabilizers-. Ir Q1 :--. ing be installed during truss erections %h''. Installation guide. \cam' . JG)N -'` ,0 REACTIONS. (lb/size) 1=332/0-3-14,2=216/0-5-8,3=91/Mechanical ' :- Max Horz 1=226(LC 10) ,S..?V Max Upliftl=-19(LC 10),2=-178(LC 10) 89200PE �(-- Max Gray 1=332(LC 1),2=233(LC 17),3=136(LC 3) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. , NOTES- 4i OREGON IVQ 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 ,9, o'� (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-3-10,Exterior(2)3-3-10 to 7-6-9 zone;cantilever left ' A 14, ' P� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,1v' `R m-t 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=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. EXPIRES: 12/31/2017 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 178 lb uplift at joint 2. Ti, le, a4A 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum vERRILL & sheetrock be applied directly to the bottom chord. „* a� WAS 1+ '' LOAD CASE(S) Standard "" • o .( 411111;.0;,..,-1,,,,,z.. -,-'---"--A rib , 1=' 4, 51"348 w�, 4 � 4*4 � GIS TES � ' �S4 uNAL��G -t 4sixsle April 27,2016 C 4,karCtY<A4 ..s=A i = r kawn. %am . —..,,,:.. i'a ocy. ixro ,4.x : aT.#a' .i,-,.....::..... ..h.,k t4?4tt aL:,,,` ,:: ' ' Ys? ;tai; m,,w AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEIC REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i—--" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 3 a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall JVL 1J building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 _ Job Truss Truss Type Qty Ply PLH-El Dorado K1935277 61600867 JC01 Jack-Open Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries.Inc. Wed Apr 27 10:57:36 2016 Page 1 I D:j q R?OTKd?Wi KZXAyo lc4gzMnfF-dTBYd W28jjj E M8AReXn?5bwq E LyO416zcZ4AylzM W l j -0-11-4 I 1-10-15 I 4-11-2 I 8-0-0 I 0-11-4 1-10-15 3-0-2 3-0-14 Scale=1:16.9 3 8.00 12 co n 2 4 IC:' 1 5 6 7 L 4 LUS24 LUS24 LUS24 3x4 \\ I 1-10-3 1-19115 8-0-0 I 1-10-3 0-d-12 6-1-1 Plate Offsets(X,Y)-- [2:0-1-11.0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.16 2-4 >570 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(TL) -0.49 2-4 >190 180 TCDL 7.0 Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers-.v- Ir ing be installed during truss erection,!��` Wtcbh�': ''•''s Installation guide. JO(nJ E / REACTIONS. (lb/size) 3=25/Mechanical,2=230/0-5-8,4=76/Mechanical .,._<;\ � Yi` E,� Max Horz 2=80(LC 8) �- Max Uplift3=-37(LC 14),2=-12(LC 8) ' 89200PE . 1.-- Max rMax Gray 3=32(LC 16),2=268(LC 14),4=152(LC 3) ` FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. r NOTES- �� OREGON .A,Qi 1)Wind:ASCE 7-10;VuR=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -`7,9y (16\(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 14, P 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 MFR R L\- 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. EXPIRES: 12/31/2017 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37 lb uplift at joint 3 and 12 lb uplift at joint 4 k I 4 4 2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. * $ LJ, ,� 4 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 44t, 1� WAS 4-f-' from the left end to 6-0-12 to connect truss(es)SCO1(1 ply 2x4 DF),SCO2(1 ply 2x4 DF),SCO3(1 ply 2x4 DF)to front face of bottom O - Sk . chord. ! i 11)Fill all nail holes where hanger is in contact with lumber. /43s'�''' C 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ii,tiVii• By LOAD CASE(S) Standard *o/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 dp wd- , 51398 Uniform Loads(plf) O .4"G g e� Vert:1-3=-64,2-4=-20 e. �'S C) 4 Concentrated Loads(Ib) e� -4VNAL� ' Vert:5=1(F)6=1(F)7=1(F) 8 ! . 4 April 27,2016 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 14 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 MIA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing AiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the or a fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado , _ K1935278 B1600867 JCO2 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:37 2016 Page 1 ID:jqR?OTKd?WKZXAyOlc4gzMnfF-5glwgs2mU1 r5_IIdCEIEeoS_cIJGpCL6rDpjVBzMW1 i -0-11-4 3-10-15 I 8-0-0 0-11-4 3-10-15 4-1-1 3 ,<<,\3‘ D. PR Ore-,, Scale=1:18.2 89200PE p� "' OREGON �w� N /0 -1Y. 14,�°� `4 4,1 --,--,jR 11-�- 0o" EXPIRES: 12/31/2017 071 ,4 to 1 ,/ 4 ►/ 3x4\\ I 3-10-3 3-1115 8-0-0 3-10-3 0- 12 4-1-1 Plate Offsets(X,Y)-- [2:0-1-11,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl LJd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:19 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=104/Mechanical,2=280/0-5-8,4=77/Mechanical Max Horz 2=139(LC 10) Max Uplift3=-101(LC 10),2=-20(LC 10) Max Gray 3=115(LC 18),2=280(LC 1),4=154(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. S. 1 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 3 and 20 lb uplift at joint 42. 4 i 'VRRII-L,B 4- 9)"Fix heels only'Member end fixity model was used in the analysis and design of this truss. 9 LOAD CASE(S) Standard a , �' GO � 6 ,=fir Ie , �16 4, 51398 ft,, " �0zsTR . ' -C- 4,- S CA 4 .`S4ONAL� -*. a' it r S April 27,2016 dC ,.WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MH.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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 _ Job Truss Truss Type Qty Ply PLH-El Dorado K1935279 61600867 JC03 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:37 2016 Page 1 ID:jqR?OTKd?WKZXAy01c4gzMnfF-5glwgs2mU1 r5_IIdCEIEeoSwslJGpCL6rDpjVBzMW1 i I -0-11-4 I 5-10-15 8-0-0 0-11-4 5-10-15 2-1-1 3 l ��Eo PR Oren Scale=1:24.9 a- 89200PE yr 8.00 12 > OREGON t4 iQ ,q1' 14,2°v 4 4/p- 1?) 12/31/2017 2 - I, 1 IIM ►/ 3x4 \\ 4 I 5-10-3 5-115 8-0-0 I 5-10-3 0-0-12 2-1-1 Plate Offsets(X,Y)-- [2:0-1-11,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:23 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=172/Mechanical,2=339/0-5-8,4=77/Mechanical Max Horz 2=199(LC 10) Max Uplift3=-160(LC 10),2=-34(LC 10) Max Gray 3=188(LC 18),2=339(LC 1),4=154(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. q, 6 G ! 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 3 and 34 lb uplift at joint 'f 2. 4 PPJIj 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4�ti9 . WAS ',. � t �+ �� 10, LOAD CASE(S) Standardati 4 ��y, -0'O e *Ar .r � / - 51398 w�: 4, s'' 'GIS TX .5' - ,' uNAL�,- 4 April 27,2016 ,,P,, _.l,,,,, r.;r.<._ ,,,,,.; +.-.w ,se<1..:,x,, - ,wvn _ :''r".'-;}`„9'7*'l , . >"•:+w„ :'t e,`w..'>do,..,q, .=-' ;,.'#«;''t....,:s'&.'r.':,:,,e'' "°:77-'7'.,F..,.•a''la. ': .....oa"''''a'.«47 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. a.....6__E 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 ■TLI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado - K1935280 B1600887 JC04 Jack-Open 14 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print 7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:38 2016 Page 1 I D:jgR?OTKd?W KZXAyOlc4gzMnfF-ZsJ I1 B3PF LzycSKpmypTBO?4x9gUYfbG4tZG l dzM W1 h -0-1 1-4 I 4-0-0 I 8-0-0 I 0-11-4 4-0-0 4-0-0 Scale:3/8"=1' 3 7y1 v ccg rh 6 ar m 1 4 3x8'i I 8-0-0 I 8-0-0 Plate Offsets(X,Y)-- 12:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.27 4-7 >357 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix-S) Weight:27 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers-• �{lr q§. --, ing Left:2x4 DF Std-G be installed during truss erection,'-�tdr •-Mob Mthk. :i.Sfiz-- Installation guide. `� to G I N Ei- lSj/ REACTIONS. (lb/size) 3=198/Mechanical,2=458/0-5-8,4=71/Mechanical . �? Max Horz 2=261(LC 10) CV Max Uplift3=-169(LC 10),2=-79(LC 10) 89200 P E 9r Max Gray 3=213(LC 18),2=458(LC 1),4=123(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. , NOTES- a -y �"OREGON '41 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 ' ' �l, �'��` _1'�` (envelope)gable end zone and C-C Exterior(2)-0-11-4 to 2-0-12,Interior(1)2-0-12 to 3-8-5,Exterior(2)3-8-5 to 7-11-4 zone;cantilever 9 r 1 4 2 v...1- left „rleft and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 M&"-�R LA- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 . 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. Z ■ 8)Refer to girder(s)for truss to truss connections. ft 4 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 lb uplift at joint 3 and 79 lb uplift at jointe* V I---L 2. 10)This truss design requires that a minimum of 7/16”structural wood sheathingbe applied directlyto the topchord and%Z'gypsum ,. OV WAR k 9 q PP � sheetrock be applied directly to the bottom chord. °r ,�, 7"--- � �'� ' LOAD CASE(S) Standard _(��• ,� *Pr' NC W e fag It.'00� �51398 ',, .A • GISTER 4 sS4 ONAL r, t, B. 'i " April 27,2016 == A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. gAINK Design valid for use only with MTek0 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 avail building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M-TTk` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935281 B1600867 JDO1 Jack-Open Girder 2 1 Job Reference_Optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:38 2016 Page 1 ID:jqR?OTKd?WiKZXA,i0Ic4gzMnfF-ZsJI1 B3PFLzycSKpmypTBO?9j9gpYfbG4tZG1 dzMW1 h -0-11-4 1-10-15 I 4-0-0 0-11-4 1-10-15 2-1-1 Scale=1:11.7 Special 3 Li 8.00 12 c,, n 2 , JIIIMLi 1 1 1 I(:) 1 5 4 ..M LUS24 3x4 \\ I 1-10-3 1-115 4-0-0 I 1-10-3 0-10-12 2-1-1 Plate Offsets(X,Y)— [2:0-1-11,0-2-3] 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 0.12 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(TL) -0.03 2-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=10% 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 Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers- Ir ing be installed during truss erection i tc� _I': 'i.''�z Installation guide. c. •G(N Js/ REACTIONS. (lb/size) 3=68/Mechanical,2=190/0-5-8,4=37/Mechanical � "- �E� .� Max Horz 2=80(LC 8) -7 Max Uplift3=-79(LC 8),2=-36(LC 8) 89200PE r Max Gray 3=80(LC 30),2=229(LC 14),4=74(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- -7OREGON (V� 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 L'/ .9 o (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 0 /� , r 14,2-6\�Q� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 41 -, R 10- 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. EXPIRES: 2131�2�17 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 36 lb uplift at joint ty t S I it _ 2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. a 1RIZ �R .,L,t& 4, 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect off°,,."$,,„Cts WASE `�f��` truss(es)SDO1(1 ply 2x4 DF)to back face of bottom chord. �� v. 11)Fill all nail holes where hanger is in contact with lumber. Of �� 12) vo Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 43 lb upat 1-10-3 'jam^',_ 0 ••ip on top chord. The design/selection of such connection device(s)is the responsibility of others. "` �, 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1 ,� ';' iiic. to LOAD CASE(S) Standard e.v"O 51398 k„,'1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 O 4b g t� Uniform Loads(Of) 4 �"'S IS l E Cid , Vert:1-3=-64,2-4=-20 TONAL- s t. hr hr w I = .0 April 27,2016 3�..:s''3.�Aia�<,.,�..:<1';r' :`Y -+�" >�`:�... .�'s,'_:4ectiL Yo,.a'.� ,,: a�%..s,..ri�'.� .n.:afis-..a... �..��.:,:tt;�''hu fi�'z' ::;4 21.ti...t, ._:dzs�,4 ._.�.� ::�' ,.. •.;_�'•,.,s., ..�:�._.e+.�if.� �. F..tn... ...,e e. ..H„x.,< ..a: 00 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 1 Mr_ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not 2 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall AVIA li building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type 'Qty Ply PLH-El Dorado K1935281 B1600867 JDO1 Jack-Open Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:39 2016 Page 2 I D:jqR?OTKd?WiKZXA_01c4gzMnfF-12thFX410e5oDcv0KfKij DYKTZO2H6rP IXIgZ4zM W1 g LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-43(B)5=1(B) 6' ., .x,".,'=.. y�M'J.Nr,' -ACON.s.�ur. - :wt`:cA1?;Wo.. ie¢'i1~,tti.-:.-. .'.. .?�kvl Ti-0www.pai .,, F. .°.. ra4P4:;wtav«:^�"Wa":a„°s"6P�eirYNotxvas.., 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. !IV 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_ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935282 B1600867 JDO2 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print.7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:39 2016 Page 1 ID:jgR?OTKd?W KZXAy0lc4gzMnfF-12thFX410e5o0cv0KfKijDYJwZ1 SH6rPIXIgZ4zMW1 g -0-11-4 4-0-0 I 0-11-4 4-0-0 Scale=1:19.0 3 _N�� ANO l N EF9 spm 8.0012 Q 59200PE co 01 -7, OREGON Gc/ � Ot4,2ON /4.„ SERR11-x. 2 � 1 4 EXPIRES: 12/31/2017 3x4 \\ 4-0-0 I 4-0-0 Plate Offsets(X,Y)- [2:0-1-11.0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.03 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:14 lb FT=10% BCDL 10.0 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 Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 3=107/Mechanical,2=242/0-5-8,4=37/Mechanical Max Horz 2=142(LC 10) Max Uplift3=-104(LC 10),2=-44(LC 10) Max Gray 3=119(LC 18),2=242(LC 1),4=74(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. s. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 44 lb uplift at joint 2. N,NERRILL 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .J1� OF WAST -Te›,-" LOAD CASE(S) Standard a •rip ' ') G',> v ( It r°� 4, 51398 csJ� 4GISTB- .0' ' 4 TONAL 4 4 ,t kr ' si April 27,2016 _ ,t NI. .,�. a ff9Ma. � a i.' 's.16 3'➢�S'/k`! aare-. ala -"S "" ' „ al _ i -*'.0 1%11 atter' 00 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 rqY tki building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing rvri�k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qual ty 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 PLH-El Dorado • K1935283 B1600867 JE01 Jack-Open 2 1 Job Reference loptional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:39 2016 Page 1 ID:jqR?OTKd?WiKZXAy01c4gzMnfF-12thFX410e5oDcv0KfKij DYKjZ3tH6rP IXIgZ4zM W1 g I -0-11-4 0-11-3 I 3-0-0 I 0-11-4 0-11-3 2-0-13 Scale=1:8.4 3 8.00 2 4 _ _____ c'''v 12 O A 0 1 5 4 LUS24 3x4 \\ I 0-11-3 I 3-0-0 0-11-3 2-0-13 Plate Offsets(X,Y)-- 12:0-1-11.0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012fTPI2007 (Matrix) Weight:8 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers.•_, "Wr --, ing be installed during truss erection .Wtc ': ''.S Installation guide. (�J LSI REACTIONS. (lb/size) 3=-48/Mechanical,2=190/0-5-8,4=27/Mechanical ,�� . �F9 /�� Max Horz 2=50(LC 10) G4/ 17 Max Uplift3=-117(LC 16),2=-58(LC 10) k 89200 P E 1---- Max Gray 3=20(LC 14),2=286(LC 16),4=53(LC 3) ' - FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. - NOTES- 7 OREGON 44 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS L- 4-/ Q'�t` 't` (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for O 1 4, - `j� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4' R R 10- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. EXPIRES: 12/31/2017 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. I, d a 411 A 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 3 and 58 lb uplift at joint 2. ,." ,KRILL& 4, 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,, .9. 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect ' �� O' WAS `tl, .. ve truss(es)SE01(1 ply 2x4 DF)to back face of bottom chord. '� 700. ; ' ":41.r 11)Fill all nail holes where hanger is in contact with lumber. / -f � . �` (/ ,may.,.. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f `. �k de ,,,ti is LOAD CASE(S) Standard *;� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �' ,:k., sitUniform Loads(plf) 1:4, ' 51398 )r,) 4 Vert:1-3=-64,2-4=-20 A fi GISTER 40 Concentrated Loads(Ib) s S 4ONALr�' 4, Vert:5=1(B) ' 4 rwwv April 27,2016 o.,i its*.:.;t'amauo e.' agyo ... '.......'.. ?,. --tw ';' ; r. .r .?r ? .°.'-.#gfravm s€" :4i '- ;'. ..�s^'sa"rrss•. 'gAwm.w.::.: .„a.:'st�[wf. .,we ar?4,aa` wpv#' 4c.Ra1 :ofi_,4'.'a'33"v' .l 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. %Avg. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'pvag� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersonly.Additional temporary and permanent bracing 6�t9r`�e9C.R is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 PLH-El Dorado K1935284 B1600867 JE02 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:40 2016 Page 1 ID:jgR?OTKd?W KZXA20Ic4gzMnfF-VER3St5fnyDfrITCtMrxGR4VTyP40Z5YXB2N5WzMW1f -0-11-4 1-11-3 3-0-0 0-11-4 1-11-3 1-0-13 Scale=1:11.9 ,,Eo PR OFk-Ss 3 N � G1N�Fh' /0,0„ 8 .00 12 89200PE r CT, OREGON t, 2 ♦�-9 14,V� 4.. EXPIRES: 12/31/2017 1 4 3x4\\ 1-10-71-11 3 3-0.0 1-10-7 0 0 12 1-0-13 Plate Offsets(X,Y)-- [2:0-1-11.0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BOLL 0.0 * Code IBC2012/TP12007ght:9 lb FT=10% BCDL 10.0 (Matrix) Wei LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical,2=181/0-5-8,4=27/Mechanical Max Horz 2=80(LC 10) Max Uplift3=-36(LC 10),2=-42(LC 10) Max Gray 3=33(LC 18),2=219(LC 16),4=54(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. S A 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 3 and 42 lb uplift at joint O 2. BRILL,IS.9 - 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. � ��4 O WAS `1> LOAD CASE(S) Standard r � . 0 r ` ►r - , • ONAL � April 27,2016 .,:.,°±a 'x'..",.^'5 ,T'S'r. ?�'?it!`t r;s"�'.'';'.w ,:xm,^s.4",`. ^,P7'Stf r'94@.17•k. ..xr.,. A'_:.u z uwi.._. . ^� ;.v. .T..a„m.� _,. " :- -3�.k.,:u5`�".......,u :.n'sr,.i n',u''4^n, ,.a,,.'.. s.,: -w'vv'O'. ..v.ci a......,,s. :.€ n a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. WM IC?" Design valid for use only with Mirek®connectors.This design is based only upon parameters shown,and is for an individual building component,not {c_ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Y MJI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935285 B1600867 JE03 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:40 2016 Page 1 I D:jgR?OTKd?WiKZXAyOlc4gzMnfF-VE R3St5fnyDfrITCtMrxG R4VKyP40Z5YXB2 N5WzM W1 f -0-11-4 2-11-3 3-010 0-11-4 2-11-3 0-013 Scale=1:15.4 3 , Ii 1 8.00 12 X03' P R O�Fss c,"\03' c1G11VFF,9 /2 �`` 89200PE c-- 2 oo 4 OREGON 14,/� , 1 =, 4 i � 14 ►/ /1/1FR R►L�- 3x4\\ EXPIRES: 12/31/2017 2-11-3 3-1D110 2-11-3 Plate Offsets(X,Y)-- (2:0-1-11,0-2-3) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=68/Mechanical,2=203/0-5-8,4=27/Mechanical Max Horz 2=110(LC 10) Max Uplift3=-71(LC 10),2=-44(LC 10) Max Gray 3=77(LC 18),2=208(LC 16),4=54(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. IR, I A A 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 3 and 44 lb uplift at joint 2. 4 .0 AtRILL , 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. S,X19 4 O�WAS. � --r›, LOAD CASE(S) Standard Qr� fir_ ��,�.��: .t s for IA A 51398, 447 CISTBR ~a4sSONAL��4 W April 27,2016 .1& , s,",�"':'�': '. �:,:.d, .w.;-,. w.,,u:,.�, '�'S�� ., t w .>�"� .:..�.,s. _ �' -,rai,, - a a°'3 ..�`s.a'":"� •:F_ ... �?�Ge-;�. Z zsrxo.- or= A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. —" Design valid for use only with MiTekt 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 p�Iia building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing oJ aTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 -Job Truss Truss Type Qty Ply PLH-El Dorado K1935286 B1600867 JZO1 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc-Wed Apr 27 10:57:41 2016 Page 1 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-zR_RgD6HYGMWrv2OR4MAoedgDMILIOLimmweyzMW1 e I -0-11-4 I 0-11-3 I 3-0-0 I 0-11-4 0-11-3 2-0-13 Scale=1:8.4 3 8.0012 2 c°, 4 _ m o 0 1 5 4 LUS24 3x4 \\ 0-11-3 I 3-0-0 0-11-3 2-0-13 Plate Offsets(X,Y)- F2:0-1-11.0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers-pr.,- �it pr9Q§ ing be installed during truss erection,•-e •8flc_b Mtfi . ''•;kzS; REACTIONS. (lb/size) 3=-48/Mechanical,2=190/0-5-8,4=27/Mechanical Installation guide. �-c .C" /7' k NE F�. /� Max Horz 2=50(LC 10) w 17 Max Uplift 3=117(LC 16),2=-58(LC 10) 89200 P E c--" Max Gray 3=20(LC 14),2=286(LC 16),4=53(LC 3) `- ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. - Cr NOTES- 7 OREGON 4./ 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 4-7 '77.41_ W . o� (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MFRS for Q 14,2 Q� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4i - RIO- c2) 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. rt is S t s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 3 and 58 lb uplift at joint 2. e4. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. WAS4. 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect O N truss(es)SZO1(1 ply 2x4 DF)to back face of bottom chord. op ri r �' ��11)Fill all nail holes where hanger is in contact with lumber. S. / � ' O 112)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). fes.. Fs,► LOAD CASE(S) Standard # •: r 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 it 4 Uniform Loads(plf) .' *rd0 51398‘.41 < ,� Vert:1-3=-64,2 4=20 •*- fi-s GIST R .O 4 Concentrated Loads(Ib) 13{ -4ONALV,' Vert:5=1(B) 47. ,gt tt, April 27,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. e.111' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall IYLI J building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wei(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado • K1935287 B1600867 JZO2 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:41 2016 Page 1 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-zR_RgD6HYGMWTv2OR4MAoedgDMIJIOLimrnweyzMW1 e I -0-11-4 i 1-11-3 I 3-0-0 I 0-11-4 1-11-3 1-0-13 Scale=1:11.9 3 ''<<- -R�FFSS cc- 89200PE -Pr' 8.00 12 a oi 43 OREGON [v. 2 L/0 14,(1°NP�� gilMillIMIII1 -RR4LL , �' a 11111111 EXPIRES: 12/31/2017 1 4 IIIIIIIIIA. 3x4\\ I 1-10-71-11r3 3-0-0 1-10-7 0-6-12 1-0-13 { Plate Offsets(X,Y)-- [2:0-1-11,0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical,2=181/0-5-8,4=27/Mechanical Max Horz 2=80(LC 10) Max Uplift 3=-36(LC 10),2=-42(LC 10) Max Gray 3=33(LC 18),2=219(LC 16),4=54(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. I K A A .2 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 3 and 42 lb uplift at joint 2. 1E1 LLQ � 4 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. k4X14 Q�WAS LOAD CASE(S) Standard v",<., y .�G'>O +? _moi /'` �:t. ::.: ter►-' g, sat ,•,:iv .e.? 513988 `, , ISTE .\—\--s's-40/VAL� � 4 April 27,2016 ,.5...-„,-,..,..,,,..4,-4.- n`..,, , . -;.,,o.. .,,,,,,,,,,,,,,za --n:.'wi.'x x as „xi'v.. —. - mefT L, .x }.17: .,,,..710„ .. Uh, WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 4 7.I. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall iti_J building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 'Job Truss Truss Type Qty Ply PLH-El Dorado K1935288 B1600867 JZO3 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:42 2016 Page 1 I D:jqR?OTKd?WiKZXAy01c4gzMnfF-RdYptZ6vJZUN43db?nuPLsArgm5YUTbr?VXUAPzMW1 d I -0-11-4 I 2-11-3 310-10 0-11-4 2-11-3 0-0-13 Scale=1:15.4 3 , 1 8.00 12 -\�� D P R 0 Pe- C�.� tiNGl N��c19 /e2 cr 89200PE �~' 2 I , • ' oOREGON j 4 .G'4 -9 14,2-� P# �/ FR R I Lk- ' ' 3x4\\ EXPIRES: 12L3112017 I 2-11-3 3-P,0 2-11-3 0-6213 Plate Offsets(X,Y)-- 12:0-1-11,0-2-31 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 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=68/Mechanical,2=203/0-5-8,4=27/Mechanical Max Horz 2=110(LC 10) Max Uplift3=-71(LC 10),2=-44(LC 10) Max Gray 3=77(LC 18),2=208(LC 16),4=54(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. f. S, a P e 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 3 and 44 lb uplift at joint ii 2. ,RR.ILL,�99 x e> 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �i a2(4 ��WAS) `tl #* LOAD CASE(S) Standard ft:ic, e'er / HCl, `�' ,iii- A;. 9, r L_.-.e ' w. •lit rd �+P .4, 513989 ' ' LISTIl � :r 4,-D, 4 UNAL r�G Ivy 4 E April 27,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. it/U—I" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Iia 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,055-89 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 PLH-El Dorado K1935289 B1600867 SA01 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:42 2016 Page 1 I D:jgR2OTKd?W KZXAyOIc4gzMnfF-RdYptZ6vJZUN43db?nuP LsArSm6oUTbr?VXUAPzM W1 d i -0-11-4 I 1-10-15 2/0-0 0-11-4 1-10-15 0-1-1 Scale:1"=1' 3 III' 8.00 12 2 <- 09200f E � 0 r/ �� t \bU 1 _7 A O G O N �Cv�. U, O 1.4, P 7Ej4RIO- e' 3x4\\ 4 EXPIRES: 12/31/2017 I 1-10-15 210-p 1-10-15 0-1-1 Plate Offsets(X,Y)-- 12:0-1-11,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=157/0-3-8,4=20/Mechanical,3=44/Mechanical Max Horz 2=81(LC 10) Max Uplift2=-41(LC 10),3=-44(LC 10) Max Gray 2=171(LC 16),4=39(LC 3),3=50(LC 18) 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;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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. is & 4 i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 2 and 44 lb uplift at joint 3. *."fit.,ALL.6, ., 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �Nr 0. WAS It?, vo LOAD CASE(S) Standard :lip,-:.�Gj � Ir., Qs.a-O 4_ /--i e� f<� • r ,� 51398 ,� �o� SGISTER �`�' s 0 `7()NALP ,s 4 w � 1� April 27,2016 . ... .# y:.�? °�.,;fry 4£,,:.�,57"..a14' ...7,��._.war, ..,:-. tF,ax.,,.:;-',. ,-.. .1,4,7' ..:.,,:,,,,yy.i+,Li,,, WO'._^�,-, .ae +:,r�'u A x„�,a, ,,.",-..- ,''';1..A.,...4,,,,,,,,,,:,_. �n '1;„,A+i�,-*.-,,vz�. X A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. _ 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ai-1131 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 `Job Truss Truss Type Qty Ply PLH-El Dorado K1935290 B1600867 SA02 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:43 2016 Page 1 ID:jqR?OTKd?WiKZXA_yOlc4gzMnfF-vp6B5v7X4tcEiDCnZVPeu3i?tAS1 Dvr?D9H1 irzMW1 c -0-11-4 2-0-0 3-10-15 0-11-4 2-0-0 1-10-15 Scale=1:18.9 3 11I I, J� �ti�� PR OF�ss c ,c07740 8.0012 �_ $920N 0PE �r " OREGON 44/Q <0 xi' 14,2QN P-�- �ER 4 2 ' EXPIRES:, J2L31/? 17 1 3x4\\ 4 2-0-0 2-0-0 Plate Offsets(X,Y)-- 12:0-1-11,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=114/Mechanical,2=212/0-3-8,4=20/Mechanical Max Horz 2=139(LC 10) Max Uplift3=-104(LC 10),2=-52(LC 10) Max Gray 3=125(LC 18),2=212(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. fi 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 52 lb uplift at joint ' 4 2. t, tiRRTLI B 4, 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. J1� . WASJr1 7J � LOAD CASE(S) Standard ep , 51398 4z `-1X16 GIS T g . ' 4 O 70I\TAL V,V. 4 vl April 27,2016 `"'` $i " R ':7"'L' FQ`.,'i ot`-• ,"` rix 'du'A,._,r.['r-+", `7�*'s�.Y -v.s�4', --�Q.:'s'.5 -. -l'' ..hc94.Ns 3ciz}- .....%v:PY^.\°' ....,_�.....t�'-A. 00 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 M7ek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M aTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,DSB-89 and 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 J. Job Truss Truss Type Qty Ply PLH-El Dorado ' K1935291 B1600867 SB01 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:43 2016 Page 1 ID:jqR?OTKd?WiKZXAy0Ic4gzMnfF-vp6B5v7X4tcEiDCnZVPeu3i0AAS2Dvr?D9H1 irzMW1 c -0-11-4 I 1-10-15 210-p 0-11-4 1-10-15 0-1-1 Scale:1"=1' 3 rl 8.00 12 <��Ep P R Ope, � 0,0 � �NG�NEE,4, . /p2 2 17 89200PE c-' O c,, ,1 ilitA L 'iOREGON Lc /t), A..Frd i4 9Y 14 2o\ + /1/7 -RR u\-- 1, p, 3x4\\ 4 EXPIRES: 12/31/2017 I 1-10-15 2/0-p 1-10-15 0-1-1 Plate Offsets(X,Y)-- [2:0-1-11,0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=158/0-5-8,4=19/Mechanical,3=43/Mechanical Max Horz 2=81(LC 10) Max Uplift2=-42(LC 10),3=-43(LC 10) Max Gray 2=174(LC 16),4=39(LC 3),3=49(LC 18) 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;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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. li 3 4,''8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2 and 43 lb uplift at joint d SIL 4 3. -O L B e 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. in,, �ti0 ov WASE TJ z LOAD CASE(S) Standard v :� `�"�?, iv.,' '„�, �a At ,,,,,k, 4,./ : al 0 4�It 4, 51398 w R � 0JSTER 4;r 4 4.* SS7uNAL r,' 4 ti ' I,' i April 27,2016 0,..-r m* do WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. a lg. 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 IT building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wfl'ek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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,Alexandria,VA 22314. Corona,CA 92880 ' Job Truss Truss Type Qty Ply PLH-El Dorado K1935292 B1600867 SB02 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:44 2016 Page 1 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-OOgZIFSAgBk5KNnz6CwtQHFAeanHyM48SpObFHzMW1 b -0-11-4 2-0-0 3-10-15 0-11-4 2-0-0 1-10-15 Scale=1:18.9 3 ��, fl P R° Ess 5 NCaINEF /02 8.00 I12 • 89200PE [1 M iOREGON Cer$ <0 47-1)" 142°'\ P� SFR R 11-�- 2 ALIO 1 �/ EXPIRES:___2La112Q17 3x4\\ 4 2-0-0 2-0-0 Plate Offsets(X,Y)— [2:0-1-11,0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=114/Mechanical,2=212/0-5-8,4=19/Mechanical Max Horz 2=139(LC 10) Max Uplift3=-104(LC 10),2=-52(LC 10) Max Gray 3=124(LC 18),2=212(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. t. L 1€ L 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 52 lb uplift at joint 2. 4.`�t1 E RILL ,6, ' 4 4 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �" '. WAS/if,. 1n1>, LOAD CASE(S) Standard ~,?>r�TQ C/ rf itk i. 51398 �� GIST ER 4 SIONALE it re V April 27,2016 ^.c ..�, -.. - ..` p.°'�""" �,;�,.s�"1^�...,a .n.., a:ewn� ''�,-,,` . .xb t".�e; .r.�... L"�"._ .�a,.ffa'�5z�"=._.R't.-.z_� ': m�:.,..�,17 ,'y=_ .._ s' ,..,..,�'a,x a'.�'"M :k5..•Pe1:}u'.r, ,a. 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i0 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado ' K1935293 61600867 SB03 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:44 2016 Page 1 ID:jqR?OTKd?WiKZXAyolc4gzMnfF-00gZIF8AgBk5KNnz6CwtQHF6TanHyM48SpObFHzMW1 b -0-11-4 I 2-0-0 5-10-15 0-11-4 2-0-0 3-10-15 Scale=1:25.9 3 i A to 8.0012 M_ co C� m 6 V O d' A 1 3x4 \\ 4 I 2-0-0 I 2-0-0 Plate Offsets(X,Y)-- (2:0-1-11.0-2-3] 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 0.42 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BOLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:14 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. i BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers- qy it q§ ing be installed during truss erection,-� •Shcb ik'th''. :'•&'fez-- Installation guide. __ ' tS'' REACTIONS. (lb/size) 3=180/Mechanical,2=273/0-5-8,4=19/Mechanical c- Max Horz 2=199(LC 10) �� 892 0 P E -37 Max Uplift3=-162(LC 10),2=-67(LC 10) Max Gray 3=196(LC 18),2=273(LC 1),4=39(LC 3) '- FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. , NOTES- -VI- - OREGON ��' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS '7,9 oa (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for '0 Y 1 4,2 4 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60O''2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 �� 1 R I�-`" 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. EXPIRES: 12/31/2017 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. a i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 lb uplift at joint 3 and 67 lb uplift at joint ¢ ' 4, $ 2. e� .tRRILL B 4, 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. WAS '�� LOAD CASE(S) Standard . Ga �"� `o ift16:..._.:.-- 5"11398 wok ,o- % •CISTSRG� \$c" 4. 4. S`� 4. 4ONAL� G -. 6k, w ! �. April 27,2016 0.:',,,,W xr W.�-07r:;,,,%,,:1.--,-, �r, .. *ami.4T, ;�q- _ _. ,-7,: , ,,S, r ....",,,P,,,,,,,,,,-4,-",,t1 �,.. .7 - , ,,, , A.WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. 0 r--�« Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a taus system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i•. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing F1T1k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 •Job Truss Truss Type Qty Ply PLH-El Dorado K1935294 B1600867 SCO1 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:45 2016 Page 1 ID:jqR?OTKd?WKZXAyOIc4gzMnfF-sCEyVb9obUsyxXM9gwR6zUoMfz7WhpKIhTmSnkzMW1 a 0-11-4 1-10-15 210-p 0-11-4 1-10-15 0-1-1 Scale:1".1' 3 8.00 12 ,��P�Ea F R OFFs�, 5 ‘AG -y 2 89200PE �r 1 - 1 4. OREGON 41.1Q R R I L 3x4 4 EXPIRES: 12/31/2017 1-10-15 2/0-0 1-10-15 0-1-1 Plate Offsets(X,Y)-- 12:0-1-11.0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=158/0-5-8,4=19/Mechanical,3=43/Mechanical Max Horz 2=81(LC 10) Max Uplift2=-42(LC 10),3=-43(LC 10) Max Gray 2=174(LC 16),4=39(LC 3),3=49(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. k a It 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2 and 43 lb uplift at joint 47 3. 'R .0, R.II-Z. 4.9 At, 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1 AS.77" ? LOAD CASE(S) Standard `� �s O0�� leu ma��, rt, 51398.x, 51398 �s 4GISTElk- SSIONAL E , 4' April 27,2016 » WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935295 B1600867 SCO2 Jack-Open 2 1 - Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:45 2016 Page 1 ID:jqR?OTKd?WIKZXAyOIc4gzMnfF-sCEyVb9obUsyxXM9gwR6zUoLOz7WhpKIhTm8nkzMW1 a I -0-11-4 I 2-0-0 3-10-15 0-11-4 2-0-0 1-10-15 Scale=1:18.9 3 ‘AGINEF� /02 8.00 r1T 89200 P E M M CS /.4•C OREGON [V T OREGON ,9/' 14,20\ MFR R I O- 2 1 �/ EXPIRES: 12/31/2017 3x4\\ 4 2-0-0 2-0-0 Plate Offsets(X,Y)-- [2:0-1-11.0-2-31 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 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow-25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=114/Mechanical,2=212/0-5-8,4=19/Mechanical Max Horz 2=139(LC 10) Max Uplift 3=-104(LC 10),2=-52(LC 10) Max Grav 3=124(LC 18),2=212(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. 1k 5 5 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 52 lb uplift at joint 2. .0ERRILL B "' 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. X14 O WASkt LOAD CASE(S) Standard '"' �•�� Gj, I^ s� at frg/ tea `et., x~60 , 51398 ,` . SISTER * SSIUNAL E�C� April 27,2016 '� `.' ` a ,; [a" :4s,. .:ISc".- _ ,.,; t r:•'?sN:3 :335F; 7`,i:z8'�'"..1'�' x.' �m3h.;i .". = `i := "4' °x-7 °'. ,..+..,ra'sakt."+.Tr'q �` +•tS it WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. a I Mgr Design valid for use only with M7ek0 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 trail 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 etl� 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 k Job Truss Truss Type Qty Ply PLH-El Dorado K1935296 B1600867 SCO3 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:45 2016 Page 1 I D:jgR?OTKd?WiKZXAy0Ic4gzMnfF-sC EyVb9obUsyxXM9gwR6zUoHDz7WhpKIhTm 8nkzM W1 a I -0-11-4 I 2-0-0 I 5-10-15 j 0-11-4 2-0-0 3-10-15 Scale=1:25.9 3 a 10 8.00171 r, ch CD (;) 4 o 4 cn cip i 2 .. 1 ►� 3x4 \\ 4 I 2-0-0 I 2-0-0 Plate Offsets(X,Y)— [2:0-1-11,0-2-31 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 0.42 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:14 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers-., -gmir G ing be installed during truss erection ; aci J.kflcb t V---t-,.ing guide. 5 JG1N� / REACTIONS. (lb/size) 3=180/Mechanical,2=273/0-5-8,4=19/Mechanical �� i` 1 9 �2 Max Horz 2=199(LC 10) -v Max Uplift3=-162(LC 10),2=-67(LC 10) 89200PE Max Gray 3=196(LC 18),2=273(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 7 ,f_OREGON I j 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS 2 ,92..' r-A W (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MFRS for 6 �1 Y 14,2 �Q+ ' reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �•R y`� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. %, >E ik B 4 e 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 lb uplift at joint 3 and 67 lb uplift at joint 2. 4* oERR.ILL I1 4 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Ott'X19 1 O WAS 'f,,,ire LOAD CASE(S) Standard * V � Cs pi '1 rt 'f`dl ► �d� .i 51398 �� w Y GISTER ' 4 ' Kss IONALEG j r E S 1 April 27,2016 `:s:em&t ': g5r5ati_ ' 5. ,.,. at .,._;e "'o" sa - ,-,or_._c-,,,,, -,a' _. tnm:' .. - ,. «, ,;� w�evmnswra r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1171 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not E a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall PILE 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/TPI1 Quality Criteria,055-89 and BCSI 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 PLH-El Dorado K1935297 B1600867 SDO1 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:46 2016 Page 1 ID.jqR?OTKd?WiKZXAyOIc4gzMnfF-KOoKjw9QMo_pZgxMEdyLViKXPNTIQGaRv7VhJAzMW1 Z -0-11-4 1-10-15 2/0-p 0-11-4 1-10-15 0-1-1 Scale:1".1' 3 8.00 12 r <��ED P R OFFs�, -4/ Sc.NG)N E T 2 4,Z89200PE r 1 ej 1 4 OREG©N 1, Q ply i 4,2�co, 11111112114_ ERRI��- 3x4 \\ 4 EXPIRES: 12/31/2017 1-10-15 210-p 1-10-15 0-1-1 Plate Offsets(X,Y)-- [2:0-1-11,0-2-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 BCDL 10.0 {Matrix) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mitek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=158/0-5-8,4=19/Mechanical,3=43/Mechanical Max Horz 2=81(LC 10) Max Uplift2=-42(LC 10),3=-43(LC 10) Max Gray 2=174(LC 16),4=39(LC 3),3=49(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 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. 7)Refer to girder(s)for truss to truss connections. A 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2 and 43 lb uplift at joint 3. —ORR.ILL 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. . . ,<-10 WAs - ' LOAD CASE(S) Standard 'tr G',?‘ 4 '! Pu .„ ,,p .4, 5139$ 24:k. - GisTEV- '5'j0NAL4 .1P � . FV `t April 27,2016 �► WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.}0/03/20}5 BEFORE USE. r� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a V building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mak' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 • si Job Truss Truss Type Qty Ply PLH-El Dorado K1935298 B1600867 SDO2 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:46 2016 Page 1 I D:jgR?OTKd?Wi KZXAy0Ic4gzMnfF-KOoKjw9QMo_pZgxM EdyLViKY?NTIQGaRv7VhJAzM W1 Z I 1-10-15 210-p 1-10-15 0-1-1 Scale=1:11.3 2 8.00 F1-2 , �(�?' P -pFFss T �C?�5 <c,. FAQ /02 1 C- 89200PE �c- IAIMI To� - , _ o OREGON 4./ . 4 4—/0��Y 14,2Q� 4 M /11RR10- Q' 3x4\\ 3 EXPIRES: 12/31/2017 I 1-10-15 210-0 1-10-15 0-1- Plate Offsets(X,Y)-- [1:0-1-11,0-2-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 1-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:6 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 1=79/0-5-8,3=19/Mechanical,2=59/Mechanical Max Horz 1=59(LC 10) Max Uplift/=-1(LC 10),2=-55(LC 10) Max Gray 1=79(LC 1),3=39(LC 3),2=65(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=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;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;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 1 and 55 lb uplift at joint 2. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. gl. I, A $ 4 LOAD CASE(S) Standard + 4. LL , 0 51398 k,�: � •� �GISTEg� ' #,s`�7ONAL" April 27,2016 4.*, v.-a•. rtu ,, tiK.✓.,` kS "''',,..tskWis :Jy;„. 'P. '-,z,,rr 'Y,AZ'v .p'."s`.,,,,lf,`.-,,w,,,..,-. v.-,,.x--„.,t,t,,` , .,„ „,,,,,.'A.kAT.Ni-,Fc,4 -45,T0.,,,,ai a4,:, <'.Es..il=dt.,S.''` Fxr, s l•-g.r-i:' :?"'xFN+`.iir,,r.) a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. /17- 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 ., fi '41• 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,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado ., K1935299 B1600867 SE01 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:47 2016 Page 1 I D:jgR?OTKd?W KZXAy0Ic4gzMnfF-obM iwGA2766gBq WYoLTa2vtfnnpz9jga8nFFrczM W1 Y I -1-10-8 I 2-0-0I 3-10-5 1-10-8 2-0-0 1-10-5 Scale=1:11.7 3 v- 4 4 0 4.00 12 5 °b aS Th 2 1111 1 . .1111 , 3x4 \\ 4 I 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and re•uire•cross bracing be installed during truss erection,in-.ri?:E1{lcejwitIZs er Installation guide. i.`` UU r tnt REACTIONS. (lb/size) 3=89/Mechanical,2=294/0-5-8,4=19/Mechanical Co G,!NE' cS/ N E p Max Horz 2=93(LC 8) �N � >� 2' Max Uplift3=-63(LC 12),2=-172(LC 8) Max Gray 3=108(LC 19),2=321(LC 18),4=39(LC 5) CZ' 89200 P E 91.-- 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 -yG OREGON A�� / (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for '9 y, 2-°\reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q 14, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 /fii p RIO- 3) �P 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 6, 16 * 4 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 172 lb uplift at joint * L 1, 2. ft.. E L 4' 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard aro. 7.7... k0 v °� mF;"s " L. to *fir ted 40-,4, 51398 44, GISTBR -4' .4 or 8' 6 8 v: April 27,2016 ,, ,i4-` . ,t°.,w,,,. ;.sC..vvr._4=" ,,.u.. M=r s' ",h' " v a` :'?,t.: --,Ag '.s+...,,,t'r o,n..tw,...�s."-t-eo,-,..,-',F.-,,sg,o ?IS.aG` :;Y:. 'i .`: a..7. x ,„x ;tom ri:. 00 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 ay-LAM building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Telle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Q Job Truss Truss Type Qty Ply PLH-El Dorado K1935300 B1600867 SZO1 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:48 2016 Page 1 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-Gnv48cBguPEXo_5kL2_pb7QgXB9CuA4kNR_o02zMW1 X I -1-10-8 I 2-0-0 I 3-10-5 1-10-8 2-0-0 1-10-5 Scale=1:11.7 3 1- . 0 4.00l 0 5 0 m 05 2 Illidak 1 3x4 \\ 4 I 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight 11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and require._cross bracing be installed during truss erection,i�� f.` b s, +�-7 s zer Installation guide. REACTIONS. (lb/size) 3=89/Mechanical,2=294/0-5-8,4=19/Mechanical CQ• GINE' �'' Max Horz 2=93(LC 8) c� �� ? 0� Max Uplift3=-63(LC 12),2=-172(LC 8) -7 Max Grav 3=108(LC 19),2=321(LC 18),4=39(LC 5) �' 89200 P E FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 7 OREGON , �4Q (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for 7 "4-/ Z lou .. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q Y 14, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4/P R i t� 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES:_121,11/21117___ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. b p2 t L k q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 172 lb uplift at joint 2. fV,RRILL b i 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. wf ,...\\9 WAS jf --c),v LOAD CASE(S) Standard ,g+ j� +�1�, air �sv,o1,r4-4im. p Ilro n4 -. 6, a �_, 4,,,51398,„00 w� ,„ 0_ �S' CISTE G i b SjONALr� arts April 27,2016 ...4d. q - R 3'^ '.�-. 5' .^',w e r.� .c .v ,v..:. ... ;siJa k-:4 .fix t:• a,'S"" _ -, ,:,. ......:�"+... ''-E� 'eFs, -`<-.''w�"" `-;`:Lx 5^w,x5'p „T.1t i6:`:4' -..._:vt'F' ',:_ a.' , ..': 00 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11 Design valid for use only with MiTekS connectors.This design is based only upon parameters shown,and is for an individual building component,not N a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall -Ma building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M-T k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 PLH-El Dorado S K1935301 51600867 Z01 California Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print.7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:49 2016 Page 1 ID:jqR?OTKd?WKZXA.yOlc4gzMnfF-kzTSLyCIfjMOQ8gxvIW27KyyWbRpdc6tc5kMwVzMW1 W 1 -1-10-8 I 5-3-5 f-10-5{ 7-6-3 I8-1-3 1 13-4-8 I 15-3-0 1-10-8 5-3-5 0-7-0 1-7-14 0-7-0 5-3-5 1-10-8 Scale=1:29.1 5x8= 4x6 4.00 12 " 4 12 10 13 d 5 2 ff11 f�ff11 ��11 ff11 i J 11n IIII '1 HR nn nn nn 14 6 Io 15 16 8 17 18 7 19 20 3x6— LUS24 LUS24 2x4 I LUS24 LUS24 3x4= LUS24 LUS24 3x6 = I 5-3-5 I 8-1-3 I 13-4-8 5-3-5 2-9-15 5-3-5 Plate Offsets(X,Y)-- [3:0-4-12,0-1-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.06 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.12 2-8 >999 180 TCDL 7.0 Rep Stress lncr NO WB 0.08 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:53 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-0-8 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 o.• q,'Fb�� MiTek recommends that Stabiliz-. it d c b� ersi be installed during truss erecti'`:N,ci3-Ca -14a 'er ,• 4Q Installation guide. � 2 REACTIONS. (lb/size) 2=795/0-5-8,5=795/0-5-8 Ccs Max Horz 2=44(LC 44) 89200 P E 1"-- Max Max Uplift2=-324(LC 6),5=-324(LC 7) 1 Max Gray 2=1138(LC 29),5=1138(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q Q TOP CHORD 2-10=-1823/474,3-10=-17191479,3-11=-1623/486,11-12=-1623/486,4-12=-1623/486, -7OREGON 1>, A.,(4/4-13=-1720/478,5-13=-1823/474 G7: ' 9 BOT CHORD 2-15=-426/1632,15-16=-426/1632,8-16=-426/1632,8-17=-430/1623,17-18=-430/1623, �/,, y 14,2.(3\ P� 7-18=-430/1623,7-19=-395/1632,19-20=-395/1632,5-20=-395/1632 /1/&-'R/:1 10— c)) NOTES- .-\— NOTES- (16) 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. �• R 5 f 8 A 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' -FU L B 4 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 4 fit between the bottom chord and any other members. �� WAS -iii . `' eN 8)A plate rating reduction of 20%has been applied for the green lumber members. .11-- /^-; t:2, 9)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding324 lb uplift at 2 and 324 lb uplift at , �"`^ ,: © k P P jointP joint 5. ex�.�.---.' .' .• -w,. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '� 4'� .., 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. " • r lo, 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 4 16' 51398 >' from the left end to 11-3-12 to connect truss(es)JZO1(1 ply 2x4 DF),JZO2(1 ply 2x4 DF),JZ03(1 ply 2x4 DF),JZO2(1 ply 2x4 DF), a p '4',�51398 w 4 JZO1(1 ply 2x4 DF)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. �S��NAL� G 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)175 lb down and 165 lb up at 4' „ , i 5-10-15,and 175 lb down and 165 lb up at 7-5-9 on top chord. The design/selection of such connection device(s)is the responsibility i of others. April 27,2016 R"^ i.'. '-, 4A,4,„,. _;.:.r_ -, ---:`raj.'-, 'rm+m ye... '4,`a 3r.4` „,_' .3:+---:t. o-`m” an'. g.. t-"'+`, .v ; ;"emsr-a,!4 -:wma.cAuaupwasq& 'i.` ._`. .e wo4'�`-ao,;: ove ..'L Sr J WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 1r o0 Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �q a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall C3VL_ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mii'ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-El Dorado K1935301 B1600867 Z01 California Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Apr 27 10:57:49 2016 Page 2 ID:jqR?OTKd?WiKZXAyOIc4gzMnfF-kzTSLyCIfjMOQ8gxvIW27KyyWbRpdc6tc5kMwVzMW1 W NOTES- (16) 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 16)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:11=-97 12=-97 15=-7(B)16=-7(B)17=-7(B)18=-7(B)19=-7(B)20=-7(B) • wr` `v`,a?g'.a' ei, 'iti ,s ,,i,.S3,,,,4:s x' ' "`r. ai m,x,...sr , .£,i AI.%y,,T...-. .3 f. '' ,m, ..;.• °a;,"w ' ,"tib=? ,, .„,.., e /. 00 A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -_ t Design valid for use only with MiTeki connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■! J building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing `ifl Te k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 r Job Truss Truss Type Qty Ply PLH-El Dorado : K1935302 B1600867 Z02 Common 10 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Apr 27 10:57:49 2016 Page 1 ID:jqR?OTKd?WKZXAyOIc4gzMnfF-kzTSLyCIfjMOQ8gxvIW27KyxjbSsdcQtc5kMwVzMW1 W I -1-10-8 I 6-8-4 I 13-4-8 i 15-3-0 I 1-10-8 6-8-4 6-8-4 1-10-8 Scale=1:28.1 4x4= 4.00 12 Ili 9 10 in 8 11 N 7 12 2 4 —, a _`i I co 5 Io 6 3x6 = 2x4 II 3x6_ I 6-8-4 I 13-4-8 I 6-8-4 6-8-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.05 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.14 2-6 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.12 Horz(TL) 0.02 4 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:46 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and require.cross bracing be installed during truss erection,in-. [:a{lcijrtr`t` __'zer Installation guide. UU " REACTIONS. Masize)x 2=77/0-5(LC 13)4=677/0-5-8 " NG�N F (5/- c0 , Max Uplift2=-246(LC 8),4=-246(LC 9) �Ld,/� 89200PE pr FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. L — — TOP CHORD 2-7=-882/179,7-8=-827/180,8-9=-808/187,3-9=-802/194,3-10=-802/194, 10-11=-808/187,11-12=-827/180,4-12=-882/179 BOT CHORD 2-6=-74/755,4-6=-74/755 WEBS 3-6=0/302 - Q OREGON Ix dc,u ( NOTES- /Q y 14,2° Q� 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 SFR R I1—, (envelope)gable end zone and C-C Exterior(2)-1-10-8 to 1-1-8,Interior(1)1-1-8 to 3-8-4,Exterior(2)3-8-4 to 6-8-4,Interior(1)9-8-4 to 12-3-0 zone;cantilever 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;Fully Exp.;Ct=1 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. jB 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. 44 LL '., 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 246 lb uplift at joint 2 and 246 lb uplift at ''� 'J� O' WASI74 e) joint 4. ("-- } -j, �,t * 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ¢ �'rtp'� c p �' ;ice,. LOAD CASE(S) Standard vi rd.rP A) 51398 44 -� 4.•4'S4 UNALr 4 , it a April 27,2016 F'.�7.71:577 a..,,. . «x11,, :.A ;.�, s-..eau.4,,.."' I'TW.:�� 7',T.,..";,7,,.:r:10.4 % .^,.. 1.1,4",. ^55.`,'',,,,V;+ ?m, ,,,.vq;� ,-aa?6.:,��, z1,-,; 2 •,, �van, co AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Mil lir 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 AT�pLa building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` 1 k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ®vo 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 Nu : grin t - n r•. 11Srk1y V}ot s PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. (Drawings not to scale) Damage or Personal Injury r�EE Dimensions are in ft-in-sixteenths. hillik Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. m1/' c1-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves IWEBS ea, 4 may require bracing,or alternative Tor I _ p bracing should be considered. IIMAllp = 3. Never exceed the design loading shown and never U , �° U stack materials on inadequately braced trusses. Q4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�-s c6-� cs-a , designer,erection supervisor,property owner and plates 0-14 ' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,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 e Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. .,,i.-- 15.Connections not shown are the responsibility of others. Indicates location where bearings(supports) occur. Icons vary but reaction section indicates joint 16.Do not cut or alter truss member or plate without prior ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. ® Min size shown is for crushing only. NM filifi�0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal r 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ' ' ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate ' Y Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015