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Plans 4 4ST al&-OO` j mit (6,w self Li/ith art MiTek" MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 19047_G LO B-T 1-WAL GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2441035 thru K2441099 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. '0 PROF; ��� „ GIN '9 1- 89200PE40 �< OREGON tx ' 14 24' P - �FR October 6,2016 Baxter,David IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g., loads,supports,dimensions,shapes and design codes),which were given to MiTek.Any project specific information included is for MiTek's customer's file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. .. ...- mit MiTeIC MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 19047_G L O B-T I-W A L GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2441035 thru K2441099 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. RRILLq, 44$' ov 0 yt, 7./...---wA.c • lly, r3 t e. 4, 51398 , z� cis, t sT ,G 'rit ''- 140 October 6,2016 Baxter,David IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g., loads,supports,dimensions,shapes and design codes),which were given to MiTek. Any project specific information included is for MiTek's customer's file reference purpose only,and was not taken into account in the preparation of these designs.MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 1 - � v. t)" 1,'i •, 4 2 OCT 13 ?P P N EA 49-00-00 14_•3 a l'-. A r"t1'>*4.0...,7„..i © 4 6-00-00 36-00-00 4-00-00 I o (+y+4-00 00 ry -I I N'-414? D D w A N co ,,.F1 D co V..._> R ➢y.. 3 > mad __._. �._-_ NJ CD m I � I 1 � 171, �� ;SA m.. I I 0 .1; ' 1 a n n V �Iw2 !0 I C I r�T is _ S'F3 �1 1 0 _ A 2 vat W m,1 I I �1. A m -I X. 1'0I m —rt LL A 11-09-00 1o,, m O) n -t,k .g. r"- _ - , -.._ ice_., _ 0 '.. 10 - 0 1 IJ -. C m O= o V N 11-00 r, 0 o D X206 a a M m 1 I — t>-.10 — C r- I 1I SKYLIGHT CA J t � fo I N o hII � f 'o 8 � NO3� 2-06-00 - _ A05 o �- hz` 141- .--- - , v I A o .---> A09 a : ..--,_ti_-_ �. I m -A06 1 _ u,. -2" ....-I. L .. to cn<m Ni ��SKYLIGHT )N 2-00-00 r mmzo ti `ao1' It X Ni o ,5803 ,�!�' ~4 SB03 m O-< Z 1 .1SBO2 ,/� b -'�-0 SBO2 o .Z<fon;--I 1 H03( ) 1 Ho,f(31J _ •G' N ,0 '. 1 ,,� F,..�,, =C r GI =1 =' seo1 o S8014 _ cl $� O "2 1 i a it O r 1-o ao '1=0c)-00 1 Z 0 1j I �\A 1 _' Z0(7 ' `" o Da a �yR r NN z-n> D w 4-00-00* o w n - Z A 12 04-00 - --- ` 14-00 00 O -V o 6-04-00 - 1,A-00-0014. m I 1z-0o-oo 17-08-00 �� j G) I 42-00-00 ._ �_v, t- r 1 n - 49-00-00 A Z r' N CI -I0 - CD M uCi O x '2 z D G) 1I C)m . i • 19047 i._- --- -- -_ _ x TRUSS toNr umber GLOBAL HOUSING 10-5-2016 ABOVE PUN PROVIDED FOR TRUSS - - - - - -- - - --- --- - ---- -- PUCEMENT ONLY REFER tO TRUSS Pacrfi TRACT 1 SW WALNUT TERRACENG LOAD: 30-7-10 STRUCTURAL DRAWINGS RAW ENGINEERED FURTHER DMATION FOR ALL li FURTHER INFORMATION.REDESIGNMENGINEER OF CORD PLAN: SALES: RS RESPONSIBLE OSTPR S CONN TION B BUNON ILDING j DESIGNER/ENGINEER OF RECORD TO 10515 SW ALLEN BLVD. -------- -------- ------ ---- --- REVIEW AND APPROVE OF ALL BEAVERTON,OR 97005 ' DESIGNS PRIOR TO CONSTRUCTION. : PHONE:(503)858-9663 DEL LOC: DES: ECR All designs are property of Pacific Lumber&Truss Co.All designs are null&void if not fabricated by Pacific Lumber&Truss Co. r I Job Truss-__- _--- Truss Type -------- ---- 'Qty .Ply -- GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC i K2441035' 19047_GLOB-T7-WAL A01 CALIFORNIA GIRDER 1 I 1 — ,Job Reference(o tional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:40 2016 Page 1 I D:gAUh6bWYxbPty_uwYgsXxbyWSMg-3bOeNpnNYom5tCMJ9uRng6bHzztFOGQpyR169cyWOK9 14-10-0 12-11-4 23-0-1 A-6___3-23_..... 6-4-6 _-_ 12-4-11 _12-100 19-11-14 ... 22-3-12_..22-1¢ __27-1-3. __-_ 31_6 ____-___35-7-8_-. :37-3-8 1-1-0 21-3 3-2-3 6-0-5 0-5-5 1-10-12 4-1-14 3-3-13 0-6-9 4-1-2 4-5-9 4-0-12 1-8-0 0-1-4 0-1-12 Scale=1:69.3 5x8 M18SHS 6.00!12 3x4 4x8-= 9 5x6 5 4 322 33>34__.__`x 35 7.. -- x 8 36 / � 7 ye- 8x6— 31 ' I ! 3x4 1.5x4 1 4x8 3 10 oco 41I -- _ 1.5x4 ',I I,o 4,� ��� 11 m I26�13 _ -..b -_ _.. -ro.� ) °L 20 _ moo j- _..._.. 1 _----- ---L',---- 77t,',- 22 L 12 13 22 21 27 25 24 6x6 == 19 38 18 17 16 15 14 3x4 II 4x4= 8x12 5x6 = 4x8=- 5x8= 4x4 = 5x6= 5x8 I 3x4 I 1.5x4 "1 BOTTOM CHORD EXTENSIONS ARE TO BE CUT 3x4 !I BACK TO FIT THE REQUIRED FIELD CONDITIONS. THE LENGTH OF ANY EXTENSIONS SHALL NOT EXCEED 30"UNLESS FULLY SUPPORTED AT ITS END. 1-1-0 14-10-0 9-11-8:1 646 12-4-11 1219-0 18-11-14 l 23-0-1 I 31-6-12 35-7-8 9-11-8" 5-3-6 6-0-5 0'5-5 2-0-0 4-1-14 4-0-2 8-6-11 4-0-12 0-1-8 Plate Offsets(X Y)_-s[2:0-2-8,0-1-12].[12:071-6_,0-0-9],[17:0j-120-2-8].[20:0-4-4.0-4-01_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.21 20 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.44 14-16 >963 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina NO WB 0.52 Horz(CT) 0.17 12 n/a n/a I BCLL 0.0 * )3CDL 1.0.0 Code IBC2015/TP12014 (Matrix-M) Weight:502 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins,except 4-8:2X6 DF No.2 G 2-0-0 oc purlins(5-0-13 max.):4-8,1-3. BOT CHORD 2X6 DF No.2 G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc br--' 24-27:2X4 DF No.1&Btr G 10-0-0 oc bracing:20-21 �Q� V174'0, WEBS 2X4 DF Std G 0:2X4*Except* G IN. --/ Sj0 2-22,2-26,17-20:2X4 DF No.1&Btr G REACTIONS. (lb/size) 27=3662/Mechanical,12=3982/0-5-8 89200PE f Max Horz 27=-245(LC 11) Max Uplift27=-777(LC 10),12=-882(LC 11) Max Gray 27=3935(LC 31),12=4510(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'y OREGON 4/ TOP CHORD 3-31=-7892/1573,4-31=-7693/1587,4-5=-1126/281,4-32=-7424/1558,6-32=-7424/1558, L/ •<( Q'Q` 6-33=-7428/1561,33-34=-7428/1561,34-35=-7428/1561,7-35=-7428/1561, d �qI 1 4,Z �-- 7-36=-5643/1196,8-36=-5631/1194,8-10=-6421/1295,10-11=-8326/1674, v/eR R,\� 11-12=-8379/1585,2-3=-7593/1515 BOT CHORD 23-26=-782/4061,22-23=-782/4061,21-22=-1517/7769,21-38=-1370/7049, 20-38=-1370/7049,17-18=-39/274,16-17=-1214/6444,15-16=-1115/6353, 14-15=-1115/6353,12-14=-1323/7381 EXPIRES 12/31/2017 WEBS 3-21=-811/200,8-16=-439/2366,10-16=-1017/312,26-27=-3929/780,4-21=-37/485, 3-22=-3342/733,11-14=-349/162,2-22=-942/5073,2-26=-5498/1122,10-14=-328/1431, 18-20=0/309,6-20=-1072/297,4-20=-260/1063,7-17=-894/202,17-20=-1189/6239, 7-20=-378/1700,7-16=-1860/476 a NOTES- LL& 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: WASE f Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-9-0 oc. Q �0 Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6 2 rows staggered at 0-9-0 oc. '`'4 ►/r.` T� .1 Webs connected as follows:2x4-1 row at 0-9-0 oc. —. / i tz,M 45 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. s 3)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 -r ; (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 . 51398 4V (envelope) 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 � 7ST E � 5)Unbalanced snow loads have been considered for this design. .' " 6)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs `YONAL'' non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. Continued on page 2 October 6,2016 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i M1111 Design valid for use only with MiTekOO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and Truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job 'Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC • • K24410351 '.19047 GLOB-T1-WAL A01 CALIFORNIA GIRDER 1 • - ---- - ---- ------ -- Job Reference-(optional)_ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:40 2016 Page 2 ID:gAUhebWYxbPtv_uwYgsXxbyW SMg-3boeNpnNYomstQnJ9uRng6bHzztFOGQpyR169cyWOK9 NOTES- 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Refer to girder(s)for truss to truss connections. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)27=777. 14)Two RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12.This connection is for uplift only and does not consider lateral forces. 15)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1737 lb down and 451 lb up at 12-11-4 on top chord,and 700 lb down and 182 lb up at 31-6-12 on bottom 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:3-4=-74,4-5=-74,4-32=-74,32-36=-184(F=-110),8-36=-74,8-9=-74,8-13=-74,24-27=-20,23-38=-20,20-38=-48(F=-28),14-19=-48(F=-28),14-28=-20,1-3=-74 Concentrated Loads(Ib) Vert:5=-1737(F)14=-700(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 MiTekO5 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall • building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' A'Te1�' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IS 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 '!(Hy ',Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441036'.. 19047_GLOB-T1-WAL A02 CALIFORNIA GIRDER 11 1 Job Reference optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:41 2016 Page 1 I D:gAUh6bWYxbPtv_uwYgsXxbyW SMg-Xny0a90?J6uyUaMWjcyONJ8QuNCo7fhyB51 fh2yW OK8 14-10-0 12-11-4 16-3-4 23-0-1 1-1-00. 3-2-3 : 7 2-6 16 4-115 12-100-5 5 1-10-1215-1011_ 18-11,1_4_15__8 10 6 22,3A2_1 222!'_0,5 -�7'Z____—- — _31-6-12_. ____-9 3 Q __—___37-8-1 1 12 0-1-4 5X6 09-9 0-1-12 Scale=1:70.7 11 506 6.00 12 8 1045 6 44 5x8 �x4"i 5x8 4 �� 9 _._ ' - ,- 38 39 3x6 re 6x6 — 36� !3x4 384 I 3x4�� 1.5x4 II 35� 14 �! ! 588 — 34,i/ I, I? o 1 m 1 3 i I X _ X _ x ,l 1.5x4 ,ro 42 —� III \ 15 11 -91 1 — !i 40 \ 41 Lai_. _._. _ -_.c_ o - _------- __ 17 j�;r 29'26 23 __ .. — _.__ ry -._-... � 25 24 30 28 27586 = 22 21 20 19 18 588— 4x8=_ 3x¢Xg !' 484-8012 — 8x8 — 4x4— 1.5x4 I' 3x4 it BOTTOM CHORD EXTENSIONS ARE TO BE CUT 3x4 I'. BACK TO FIT THE REQUIRED FIELD CONDITIONS. THE LENGTH OF ANY EXTENSIONS SHALL NOT EXCEED 30"UNLESS FULLY SUPPORTED AT ITS END. Q- 1-1-0 14-10-0 011-8 - 6-4-6 10-0 18-71-74 23-0-1 31-6-12 357-8_.,. 11-Bi 53-6 12-4-116-o-st o1'5- 2-0-0 4-1-14 4-0-2 + ._.-. 8-6-11 4-0-12 0-1-8 Plate Offsets(X,Y)- [2:0-3-4,0-2-8]_14:e- -;Ed.- 16:0-4-0 0-1-151,_[20:0-3-04-01, (23:0-4,124-0],[2_5_:.0...2,.0.0,2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.23 18-20 >999 240 MT20 220/195 (Roof Snow=30.0)0.0) Lumber DOL 1.15 ' BC 0.78 Vert(CT) -0.43 18-20 >988 180 TCDL 7.0 1 Rep Stress Ina YES WB 0.78 Horz(CT) 0.17 16 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:262 lb FT=20% BCD4 . _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 4-12:2X6 DF No.2 G 2-0-0 oc purlins(3-1-14 max.):4-12,1-3,6-10. BOT CHORD 2X6 DF No.2 G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc br. 27-30:2X4 DF No.1&Btr G 10-0-0 oc bracing:23-24 <<,%?‘ DP4-e WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 12-23 Cal N 2-25,2-29,20-23:2X4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):1,5,9 CO'N"*. <C, *T p MiTek recommends that Stabiliz f requir`' iAg "St,,. be installed during truss erection cordan - IflT'Sthfilhizir Installation guide. REACTIONS. (lb/size) 30=1722/Mechanical,16=1860/0-5-8 Max Horz 30=-279(LC 15) Max Uplift30=-305(LC 14),16=-362(LC 15) d OREGON Max Gray 30=2002(LC 35),16=2521(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �� q `2� TOP CHORD 3-34=-3960/657,34-35=-3857/660,35-36=-3824/663,36-37=-3791/664,4-37=-3670/675, F/E'FIRiO. 4-6=-1142/393,4-5=-2494/366,5-7=-2465/363,7-9=-2465/363,9-12=-2465/363, 10-12=-1120/367,12-38=-3438/658,38-39=-3459/654,13-39=-3471/652, 13-14=-3633/645,14-15=-4538/722,15-40=-4426/645,40-41=-4450/638, EXPIRES: 12/31/2017 16-41=-4500/634,2-43=-4057/644,3-43=-4057/644,6-44=-891/391,44-45=-891/391, 10-45=-891/391 BOT CHORD 26-29=-307/2066,25-26=-307/2066,24-25=-516/4147,23-24=-400/3450, 19-20=-479/3599,18-19=-479/3599,16-18=-506/3959 WEBS 3-24=-775/195,12-20=-44/431,14-20=-606/223,29-30=-1997/391,4-24=-26/432, 3-25=-1709/355,15-18=-417/185,2-25=-394/2696,2-29=-2796/548,14-18=-120/501, . R.RrLL 5-23=-46/367,4-23=-272/167,20-23=-376/2971,12-23=-143/593 0 WAS 44>, NOTES- rG � 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 4,111 pAi ift (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-8-8,Interior(1)3-8-8 to 16-3-4,Exterior(2)15-8-15 to 19-6-1,Interior(1) '� -.4. 24-0-3 to 37-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ''lh,.j reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : f 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 .,.p f 7 3)Unbalanced snow loads have been considered for this design. '0 , , 13�ff4'r 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs PISTE S non-concurrent with other live loads. ..i's 5)Provide adequate drainage to prevent water ponding. 4INAL'V 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 October 6,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. . 1111 Design valid for use only with MiTekOe 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC • • K2441036'.! 19047_GLOB-T1-WAL A02 CALIFORNIA GIRDER 1 1 11 ;Job Reference optional ( ) • Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:41 2016 Page 2 ID:gAUh6bW YxbPtv_uwYgsXxbyW SMg-Xny0a90?J6uyUaM Wjcy0NJ8QuNCo7fhyB51 fh2yW OK8 NOTES- 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)Refer to girder(s)for truss to truss connections. !II 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)30=305. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • d 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 MiTe Qr 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 r ' Job Truss L Truss Type Qty Ply 7 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441037 ,19047_GLOB-TI-WAL '.A03 CALIFORNIA GIRDER 2 1 .''Job Reference(optigna) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:43 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-UA4n?gpFrj9gktWurO?USkDp6BzIbXTFeP W mmxyWOK6 14-10-0 1-1-0 323646 12-0-11 _._.12-100 17-7-8 22-10-5 — 29-4-11 __... 35-7-8_ -. -37-3-8 1-1-0 2-1-3 3-2-3 6-0-5 0-5-5 2 0-0 2-9-8 -.- 5-2-13 - --�t 6-6-6 6-2-14 1-8-0 1 5x6 - Scale=1:72.9 6.00 12 5 3x4% 31 32 3.4 4 �' 6 30 /��:- I 3x6 29 7 to 1.5x4 I 5x6 - ei, e 1 5x6 z 3 j— 3x4 _ 2x v wl v -- --- --- r- - ----%1L b _--_- - - 1Z CO co 251 n- t6�d�.__.. - -to'--- —1t 9 10I�Ir; 20 19 o 23 22 5x6= 18 15 14 13 12 11 o 3X'x8 I I 3x4= 1.5x4 "888= 5x8 Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441037 19047_GLOB-TI-WAL '',A03 CALIFORNIA GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:43 2016 Page 2 I D:gAUh6bWYxbPtv_uwYgsXxbyW SMg-UA4n?gpFrj9gktWurO?U SkDp6BzIbXTFePW mmxyW OK6 NOTES- 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)9.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • 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' A'Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 P4 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 ovailable from Truss Plate Institute,218 N_Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • 1 ,Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441038 19047_GLOB-T1-WAL A04 Common 6 1 ,Job Reference_(Optional)— Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:43 2016 Page 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-UA4n?gpFrj9gktWurO?USkDt9ByXbdgFePWmmxyWOK6 ..-1-8-0 __ 6-3-7 12-1-12 18-0-0 =--------23-10-4 --. .___- __-29&9------_ .-__ -- 35-7-8 , 1-8-0 6-3-7 5-10-4 5-10-4 5-10-4 5-10-4 5-10-15 Scale=1:66.0 5x6 -- 6.00 12- 6 22� �� 23 3x4 21iii2 �� 3x4 3x6% 521�j 7 3x6 c 1.5x4 O -<,,,,,„,-------------1 Qj 8 1.5x4 O 8, 3 1 9 a m r i 24 � 20 � ,--- m m 2l 10 ;1 , r o 13 25 26 12 27 28 11 3x4= 5x8 3x8 - = 3x4= 6x6-- I 4-2A0__ — ____ 1.8-0-0 26-9-6 4-- _- 35-7-8 1 9-2-10 $9-6 _ 8_9-6 8-10-2-_----------- Plate Offsets(X.Y)--_[2:0-8-0,0-0-51,(psf) [10:0-0-1,0-2-8],_[72::0-4-0 0-3-4 - _-. -. LOADING _ - _ _ f) TCLL30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.24 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.54 11-12 >784 180 BCLL 0.0 * Rep Stress Incr YES WB 0.55 Horz(CT) 0.14 10 n/a n/a BCDL ._-10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:169 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 7-12,5-12 . i WEDGE24 DF Std-G MiTek recommends that Stabilizers a.. --'y r . r�r- to�'s 9 ���(� be installed during truss erection i s . . r h 'a, ,/ Installation guide. ? 1` REACTIONS. (lb/size) 2=1805/0-5-8,10=1667/Mechanical 89200PE 9C` Max Harz 2=211(LC 14) Max Uplift2=-380(LC 14),10=-324(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-20=-3070/582,3-20=-2971/601,3-4=-2765/537,4-5=-2587/549,5-21=-1957/461, 21-22=-1946/463,6-22=-1855/483,6-23=-1855/491,7-23=-1959/471,7-8=-2525/564, OREGON /`✓ 8-9=-2703/552,9-24-2869/598,10-24=-2971/580 / 'Q}� rfi} . BOT CHORD 2-13=-632/2657,13-25=-421/2175,25-26=-421/2175,12-26=-421/2175,12-27=-303/2154, / 27-28=-303/2154,11-28=-303/2154,10-11=-448/2566 1 R11-k., WEBS 6-12=-237/1253,7-12=-858/332,7-11=-73/434,9-11=-330/239,5-12=-865/335, 5-13=-83/497,3-13=-390/254 NOTES- EXPIRES: 12/31/7017 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-10-12,Interior(1)1-10-12 to 18-0-0,Exterior(2)18-0-0 to 21-6-12 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 . AN LL 3)Unbalanced snow loads have been considered for this design. 4 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ✓ „or04+ ,e), 'A 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,with BCDL=10.0psf. ,; 7)A plate rating reduction of 20%has been applied for the green lumber members. J 8)Refer to girder(s)for truss to truss connections. rt} 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=324. +a yr $�3 $ fir, 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only dGX$T $ and does not consider lateral forces. 1 11)This truss design requires that a minimum of 7/16”structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. October 6,2016 MIMI 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 MiTekOO 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' MiT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �r[ t it 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 Alexandra,VA 22314. Corona,CA 92880 I Job Truss Truss Type Qty Ply 1 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441039'1 19047_GLOB-TI-WAL A05 Common 1 1 Job Referenceo(optional) 7.640 sSep 29 2015 MiTek Industries,Inc. Wed Oct05 16:53:44 2016 Page Pacific Lumber&Truss Co., Beaverton,OR 97005 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-yMe9CAgtc1HXL154OkWj_ym2_aHxK3pPt3GJINyWOK5 -1-8-0----_. 63-7--- __- 12-1-12 -.. _-_.. 18-0-0 23-10-4_ : _._ 29-8-9 -. 3600--- -37-8-0 1-8-0 6 3 7 5-10-4 5 10-4 5-10-4 5-10-4 6-3-7 1-8-0 Scale=1:67.2 5x6 6.00 12 6 3x4'i 22�/ 23 3x4 3x6 i 5 �� 7 1 j 3x6 q // 8 14,1.5x4 r' il 1.5x4 // 3 ® S r`. 9 • 21 24 2 `l -. - -- co TI 14 25 26 13 27 28 12 "- 1 3x4= 3x4— 3x8 3x8- 5x8 -. 9-2-10 __ -..._._18.0-0_ _._ — ___ ..26-9-6 __ __.. __ 36-0-0.. { i-- I 9-2-10 8-9�_.. .._ -_.- _..... 8-9-6 _.9-2-10 -_ Plate Offsets(X Y)-- [2:0 ,0-0-5],[10:0-8-0,0-0-51,[110-4-0,0-3-4] LOADING(psf) 1. TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.23 12-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 1 BC 0.56 Vert(CT) -0.53 12-13 >822 180 BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(CT) 0.14 10 n/a n/a Code IBC2015/TPI2014 (Matrix-S)10.0 _L _L ( ) Weight:172 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 7-13,5-13 t Pp f, MiTek recommends that Stabilizers a.. --V-_`..r r i c-t�u., y be installed during truss erection,i ree1n. .,4wuri �.} .--� s/a Installation guide. REACTIONS. (lb/size) 2=1815/0-5-8,10=1815/0-5-8 892QOPE .yam Max Horz 2=190(LC 14) Err Max Uplift2=-382(LC 14),10=-382(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-21=-3093/586,3-21=-2994/605,3-4=-2789/541,4-5=-2611/553,5-22=-1980/468, 0 CZ` 6-22=-1878/488,6-23=-1878/488,7-23=-1980/468,7-8=-2611/554,8-9=-2789/542, ' ,q_OREGON e 9-24=-2994/606,10-24=-3093/586 '? 1 BOT CHORD 2-14=-615/2678,14-25=-404/2196,25-26=-404/2196,13-26=-404/2196,13-27=-280/2196, / �} 7 4> �, �� 27-28=-280/2196,12-28=-280/2196,10-12=-425/2678 'f! RR I1..\^ WEBS 6-13=-234/1270,7-13=-886/336,7-12=-84/498,9-12=-389/254,5-13=-886/335, 5-14=-83/498,3-14=-389/254 NOTES- EXPIRES: 12/31/2017 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-11-3,Interior(1)1-11-3 to 18-0-0,Exterior(2)18-0-0 to 21-7-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ORRILL 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 4 WA$j�r 4� non-concurrent with other live loads. - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �- " �0f 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ..'C }✓ fit between the bottom chord and any other members,with BCDL=10.Opsf. �1 ' 7)A plate rating reduction of 20%has been applied for the green lumber members. p , 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 10.This connection is for uplift ,,�} only and does not consider lateral forces. 11 {' 5139$ 'LV J 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum � ts ' w sheetrock be applied directly to the bottom chord. -IONAL October 6,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7973 rev.10/03/2015 BEFORE USE. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not A a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �Y[IA k iTe is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the !L fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314 Corona,CA 92880 I , r Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441040'. 19047_GLOB-T1-WAL A06 California ',1 1 Job Reference Optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:46 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyWSMg-ul mvdsr77eXFbLETW9YB4NrNROwGosnhKNIQNFyW OK3 -1-8-0 2-11-8 _.. 8-11-10 :.__.. 13-2-8_.._. 14-10-0. -_..20-0-5—_... .._- 25-0-14_._ 28-2-7 . 30-8-031-2-5__ 36-0-0_. .37-8-0.: ' 1-8-0 2-11-8 6-0-2 4-2-14 1-7-8 5-2-5 5-0-9 3-1-9 2-5-8 0-6-5 4-9-11 1-8-0 Scale=1:68.0 5x6 5 6.00 12 3x4 31 �� 37 3556 30 6 � 29 j 5x6 6x6 10 4x4 i S ---..„„.„.„.,......,..,,...........,6x6 7 4x6 = rn m ro, 28 / 32 9 35 36 � � _, ^ � 2 O 0 19 pro. _ � o 3x4 404 — 17 16 15 14 13 4x12%8x12 M18SHS =- 8x12 8x12— 8x12 M18SHS — 4x6 = 4x6 3.00 112 BOTTOM CHORD EXTENSIONS ARE TO BE CUT BACK TO FIT THE REQUIRED FIELD CONDITIONS. THE LENGTH OF ANY EXTENSIONS SHALL NOT SUPPORT FURRING EXCEED 30"UNLESS FULLY SUPPORTED AT ITS END. I 2-11-8 8-11-20 _- I 13-2-8 4r2-14 14-10-0- 24-9-_5__. . 25-0-14_.. I—_._ 31-2-5._ i_. 36.0-0 2-11-8 5-2-5 ---_ 5-0-9 6-1-7 -- --- 4-9-11 Plate Offsets_(X.V)— [11:0-0-0,0 ,_[18:0-5-0,Edge� LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.41 14-15 >999 240 MT20 220/195 (Roof Snow=30.0) I Lumber DOL 1.15 BC 0.77 Vert(CT) -0.87 14-15 >496 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.31 11 n/a n/a BCLL 0.0 * BCDL _ 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2X4 DF No.1&Btr G*Except* 2-0-0 oc purlins(2-7-6 max.):7-9. 2-20:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. PRQF WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 7-15,6-18 Q� t 5-16,15-18:2X4 DF No.1&Btr G MiTek recommends that Stabilizers:(^ _..... ,.y0 'el be installed during truss erection,' d4.. an e with Stabilize ',/ Installation guide- -89200 PS 'r, REACTIONS. (lb/size) 2=1837/0-5-8,11=1862/0-5-8 Max Horz 2=-170(LC 19) Max Uplift2=-345(LC 14),11=-423(LC 15) Max Gray 2=1837(LC 1),11=2218(LC 35) CI iCt FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1% OREGONtx As TOP CHORD 2-28=-5104/888,3-28=-5058/894,3-29=-3374/666,4-29=-3218/669,4-30=-2555/563, /© 14, rL(}� .�. 30-31=-2529/569,5-31=-2462/583,7-32=-5753/1218,32-33=-5753/1218, /j� P 8-33=-5753/1218,8-34=-3067/746,9-34=-3064/746,9-35=-3427/759,35-36=-3458/751, -WE'RIR IVA,, 11-36=-3577/745,5-37=-2442/596,6-37=-2606/579,6-7=-3960/800 BOT CHORD 19-20=-873/4407,18-19=-465/2968,14-15=-1025/5796,13-14=-864/4491, 11-13=-542/3065,2-20=-895/4592 EXPIRES: 121310017 WEBS 9-13=-179/1233,7-14=-905/195,5-18=-338/1828,3-20=-81/827,8-14=-202/1613, 8-13=-1862/414,4-19=0/441,4-18=-1135/318,3-19=-1461/415,6-15=-162/894, 7-15=-2596/623,15-18=-460/3309,6-18=-1605/416 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;MWFRS1,0,11-11-14 (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-11-3,Interior(1)1-11-3 to 14-10-0,Exterior(2)14-10-0 to 20-0-5,Interior(1) 1 25-0-14 to 37-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'ia � � ��� 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. -'t —41 111 ,•. % 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 3 non-concurrent with other live loads. �dfii q 5)Provide adequate drainage to prevent water ponding. +t? 6)All plates are MT20 plates unless otherwise indicated. " 4. 51398 , 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 .6 . ; 1"CV 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 (j� fit between the bottom chord and any other members. ' x+ NAL,,c-‘46''"-+ T 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 October 6,2016 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 Ifill 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 (Y�A AiTek' 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 tress systems,see ANSI/TPII 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441040 19047_GLOB-T1-WAL A06 California ',1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:46 2016 Page 2 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-ulmvdsr77eXFbLETW 9YB4NrN ROwGosnhKNIQNFyWOK3 NOTES- 10)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. 12)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)11.This connection is for uplift only and does not consider lateral forces. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 1•1115 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek �Y�A'T ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 r t Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441041, 19047_GLOB-T1-WAL A07 '.California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:48 2016 Page 1 I D:gAUh6b WYxbPtv_uwYgsXxbyW SMg-g7tg2YtOfGnygfOsdaaf9oxcFCc_Gm8_ohEXR8yW OK1 28-2-7 -1-8-0 2-11-8 8-11-10 __._ 13-2-8 14-10-0 20-0-5 23-8-9 25-0-14. 274-027.8.9 30-8-0 31-2-5 360-0 37-8-0 ,. 1-8-0 2-11-8 6-0-2 4-2-14 1-7-8 5-2-5 3-8-4 '1-4-5 2 3-2 04-'9' 2-5-8 0-6-5 4-9-11 1-8-0 0-5-15 Scale=1:69.2 5x6 5 35�/��� 6.00 12 3x4 �� 3x4 1.5x4 33 4 g / 6 5x6= 13 5x6 - 7 �9 11 40� 365x6 4x4% /'� O it o� 10 '.I ' 3 /� 1.5.. .,1 12 --- =a, 37 Iro m 32 0 1 / �xB 14.I 38 1,1- -,-, V �' a1 22." I g\ to o O 4 23 304 ,I 4x4-- 21 20 19 18 17 8x12 M18SHS` 8x12 -- 8x8— 8x12 M18SHS` 3x4-- 4x6— 4512= 1.5x4 3.00 112 BOTTOM CHORD EXTENSIONS ARE TO BE CUT BACK TO FIT THE REQUIRED FIELD CONDITIONS. SUPPORT FURRING THE LENGTH OF ANY EXTENSIONS SHALL NOT EXCEED 30"UNLESS FULLY SUPPORTED AT ITS END. 2-11-8 __-_- 8-11-10 , 13-2-8 .14-10-0. 20-0-5 25-0-14— __I___—_ .31.25 — 1 36-0-0 I 2-14-8 6-0-2 42-14 1-7-8 5-2-5 __.. 5-0-9 6-1-7 4.9 U__... Plate Offsets(X,Y)- [7:0-0-8daej,[12:0-3.12,0-3-0],-[15_Edge.0-0-7],[19:0-3-0Edge],-[22:0-5-4,Ed1c e] LOADING(psf) SPACING- 2-0-0 I CSI. j DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.90 I Vert(LL) -0.33 18-19 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.73 19-20 >589 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.30 15 n/a n/a BCLL 0.0 * l BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2X4 DF No.1&Btr G*Except* 2-0-0 oc purlins(4-7-4 max.):10-14,7-10,7-11. 2-24:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 6-22NP� /p 5-20,19-22:2X4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):10,12 MiTek recommends that Stabilize-. • qui d cross bracing li ' be installed during truss erectio i rdancQltl� tztitliz>ar 'r,,,. Installation guide. X35 GGLL11UUtt tt REACTIONS. (Ib/size) 2=1841/0-5-8,15=1858/0-5-8 Max Horz 2=-170(LC 19) Max Uplift2=-346(LC 14),15=-421(LC 15) Max Grav2=1841(LC 1),15=2256(LC 35) ORECr GON 1s 44, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /O.4. -1}" 14 2-C) o TOP CHORD 2-32=-5119/926,3-32=-5072/931,3-33=-3387/704,4-33=-3232/706,4-34=-2563/597, j� � 34-35=-2451/607,5-35=-2451/617,10-12=-3225/919,12-14=-1610/478,11-36=-1737/288, 1. + '1, 14-36=-1826/279,14-37=-3507/726,37-38=-3537/719,15-38=-3683/711,5-6=-2523/634, 6-7=-3446/828,7-8=-2128/535,8-10=-2313/614,7-39=-1506/307,9-39=-1506/307, 9-40=-1507/308,11-40=-1505/309 EXPIRES: 12/31/7017 BOT CHORD 23-24=-876/4418,22-23=-467/2982,18-19=-975/4578,17-18=-785/3602, 15-17=-542/3164,2-24=-898/4605 WEBS 14-17=-133/658,10-18=-790/216,5-22=-383/1858,3-24=-82/831,12-18=-233/1407, 12-17=-956/348,4-23=0/440,4-22=-1145/319,3-23=-1458/415,6-19=-95/567, 10-19=-1648/489,19-22=-526/3182,6-22=-1558/433,11-12=0/388,8-9=-593/179 NOTES- , R.ILL 4,i 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �� WAS " (envelope)gable end zone and C-C Exterior(2) 1-8-0 to 1-11-3,Interior(1)1-11-3 to 14-10-0,Exterior(2)14-10-0 to 20-0-5,Interior(1) .^ ,..'..e>. '"' 13 21-8-7 to 37-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ,. p reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 Z , .y.- '2'• 2)TCLL:ASCE 7-10;Pf=30.0 psf(fiat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 %;: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 1.00 times flat roof load of 30.0 psf on overhangs +0 ., non-concurrent with other live loads. 13 4, 51398 'W 5)Provide adequate drainage to prevent water ponding. (14' 4sGj$7 '¢ '1(1 6)All plates are MT20 plates unless otherwise indicated. s', C5 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. StNAL 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 Continued onnpage gttom chord and any other members. October 6,2016 MIME MWARNING-Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. il Design valid for use only with MiTekOO connectors.This design is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441041 19047_GLOB-TI-WAL A07 California 1 1 Job Reference(optional) _. Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:48 2016 Page 2 I D:gAUh6bWYxbPtv_uwYgsXxbyW SMg-g7tg2YtOfGnygfOsdaaf9oxcFCc_Gm8_ohEXRByW OK1 NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4USP connectors recommended to connect truss to bearingwalls due to UPLIFT at't s 2.This connection is for uplift only and does not consider lateral forces. 11)One RT jt(s) to connect truss to bearingwalls due to UPLIFT at't s 15.This connection is for uplift only and does not consider lateral forces. 12)One RT5 USP connectors recommended jt(s) P 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 14"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 -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/TPti Quality Criteria,OS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Corona,CA 92880 • l Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441042' 19047_GLOB-T1-WAL 'A08 California 1 1 -- --- ------ ------ ____ _ _ _ 'Job Reference(optional) 7.640 s29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:50 2016 Page Pacific Lumber&Truss Co., Beaverton,OR 97005 Sep 1 ID:gAUh6b WYxbPtv_uwYgsXxbyWSMg-m W?QTDveSt1 g3yYEl?d7EDOxB?HLkh8H F?je W t yWOK? 22-0-5 24-4-9 1-8 0 2-11-8 8 11-10 i 0-2 1 2-2-8 18 14-10-0-1 20-0-5 20044,9_-_ 24-1-8 250-14- 28-2 730-8-0 31-2-5 36-0-0 37-8-0_ 4 2 1 3 0-3-1 2-3-2 d 2-5-8 06-5 4-9-11 i 1-8-0 1-7-12 0-8-5 Scale=1:69.2 5x6 36 5 jY\ .j•. ..\ 5x6 -- 1 5x4 12 506 1I 6.00 112 3x4% '� 6 X3a4 x 8 X 11 35 47 42 37 34 4 ��- 9 x. - 1 / ' of - ,�\l'.�, 10 \�38 5x6 i- cot \ 4 3x 414 9 x4 % ��� 1.5x4. 13 m ,CJI 3 _ 1co T1 33 ------11-_-_-_-4:, �' / 15: 39 1 01 y ,- -__ ____ 23.:,, ._ 0 \ 16 7°9 M __- o I�_- 25 24 - - _- ---- - _.-- - -.-- --- F/o. � o 3x4 II 404 = 22 21 20 19 18 8x12 M18SHS= 8x12 = 4x12- 5x8- 3x4-= 5x6 4x12= 1.5x4 3.00 112 BOTTOM CHORD EXTENSIONS ARE TO BE CUT BACK TO FIT THE REQUIRED FIELD CONDITIONS. THE LENGTH OF ANY EXTENSIONS SHALL NOT SUPPORT FURRING EXCEED 30"UNLESS FULLY SUPPORTED AT ITS END. 2-11-8 _�__-_- 8-11-10 1 _--_ 13-2-8 _..11440-0'1 -_ 20-0-5 ___..F- 25-0-14 1 31-2-5 ._.. 1 36-0-0 .__ 2-11-8 _ 6-0-2 __. 42-14 1-7-8_ 5-2-5 5-0-9 ._- 6-1-7.__ _.._4-9-11 Plate Offsets_(X.Y)-- t16:0-0-6,Edge],[79:0-4-0,0-3-4].[20:9-6.-0,0-1-121,123:0-5-8.0-3-4j _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.29 19-20 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.65 20-21 >662 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.29 16 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:218 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2X4 DF No.1&Btr G*Except* 2-0-0 oc purlins(5-2-0 max.):13-15,6-13,6-11. E 2-25:2X6 DF No.2 G 1 Row at midpt 6-9 WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied. >( PR QP 6' 5-21,20-23:2X4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):13,14,9 GINS rMiTek recommends that Stabilize -.n;; quir6d cross brae 1i be installed during truss erectio i4- •.rdancrgo $tabjli�r 1 Installation guide. Z U1UUtt It= �' REACTIONS. (lb/size) 2=1846/0-5-8,16=1853/0-5-8 Max Horz 2=-170(LC 19) Max Uplift2=-346(LC 14),16=-418(LC 15) Max Grav 2=1846(LC 1),16=2297(LC 35) �} OREGON �1Q FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /Q -4}� 14,2-e'' 4 TOP CHORD 2-33=-5148/978,3-33=-5106/984,3-34=-3391/739,4-34=-3235/741,4-35=-2586/637, �j '. 35-36=-2421/646,5-36=-2411/657,13-14=-2600/731,14-15=-1964/519,11-37=-1486/360, * } R�� 37-38=-1514/348,15-38=-1713/342,15-39=-3610/713,16-39=-3830/698,5-6=-2396/650, 6-7=-1226/301,7-9=-1778/452,9-10=-1942/505,10-13=-1799/525,6-40=-1354/404, 40-41=-1354/404,8-41=-1354/404,8-42=-1360/406,11-42=-1354/407 EXPIRES: 12/31/2017 BOT CHORD 24-25=-881/4449,23-24=-471/2980,19-20=-783/3955,18-19=-677/3747, 16-18=-529/3314,2-25=-903/4635 WEBS 15-18=-40/478,5-23=-344/1617,3-25=-82/831,14-19=-152/462,14-18=-669/191, 4-24=0/444,4-23=-1108/313,3-24=-1491/419,7-20=-46/287,13-20=-1124/346, 20-23=-527/2876,7-23=-1176/373,10-11=0/449,8-9=-479/128 NOTES- LL 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 Qv WASE , (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-11-3,Interior(1)1-11-3 to 14-10-0,Exterior(2)14-10-0 to 29-1-2,Interior(1) 4r ,C'3'- f^-, 'WO e' 29-1-2 to 37-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for I.: d reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i ' ' 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 rte,/,, • - 3)Unbalanced snow loads have been considered for this design. ��4f 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs „d 1 non-concurrent with other live loads. ,P51398 5)Provide adequate drainage to prevent water ponding. 3� 1rS'St Y+' L 6)All plates are MT20 plates unless otherwise indicated. 'p ("j 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ZONAL 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit bet een the b ttom chord and any other members- Conttnue�on page October 6,2016 MOON 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,one 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 �Y1 I1 AiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Qualify Criteria,058-89 and BC51 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 �,GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC 'I K24410421 19047_GLOB-TI-WAL A08 'California 1 1 ,Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:50 2016 Page 2 I D:gAUh6b WYxbPtv_uwYgsXxbyW SMg-mW?QTDveSt1 g3yYEI?d7EDOxB?HLkh8H F?je W 1 yW OK? NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. 12)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16.This connection is for uplift only and does not consider lateral forces. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''A"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 MiTekOO 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 ((YY1I II1 AiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 11 11CC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,058-89 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 . ....__..._._.. __ A - A-UTTER Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441043 19047_GLOB-T1-WAL A09 California 1 1 Job Reference(optional) _ - -- -_--- Pacific Lumber&Truss Co.,Beaverton,OR 97005 Run:7.610 s Mar 27 2015 Print:7.640 s Nov 10 2015 MiTek Intlustries,Inc.Thu Oct 06 08:24:32 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-PW Sil3Tb W BbfgD Wscg6Y6awDHRio6Rldw?g2ggyW 9pD 22-0-5 21-2-9 28-2-7 31-2-5 -1-8-0_ 2-11-8 8-11-1013-2-8 14-10-0 17-2-9. . 20-0-5 20-9-8 : 25-0-14 ._27-0-0 J ___-30-8-0_J___ 36-0-0 __ _3Z-8-0 1-8-0 2-11-8 6-0-2 4-2-14 1-7-8 2-4-9 2-9-12 0-9-3' 3-0-9 2-3-2 0=10-7 2-5-8 0-6-5 4-9-11 '1-8-0 12x20 M18SHS --- 0-5-1 Scale=1:82.9 0-9-12 10 5x6 5 6 4 8443 x34 5-8 6.00 12 /;-- - 6 -. � 38 1.5x4 3x4 % , / �� 12 1 35 j g_g 3,.,,,,,_,<„,4 5'22 X937 _. °?I' 33 1.„5.--- \ 11 12 r�py6 385x6 Im �� 32 3� 3 5 20 1.5x4 11 r� 3x8 Q2 / - ----_. lis / 8x8 UtB\ 14� 39 4 2- -- - _a 1-19 111-1t8 14 17 40 �.i i 2 ._ 4-.- 22 �/19-22 18-zi.� / -r�_ , __ _-- . 15 m 3 3 71 -- - 224 .�--_ O ✓ x ., 1rI / - 24 23 - - - 13-17 _- -- -- g60 5x8 4x4 21 0 19 18 17 7:16-- 5x8 ----- 4x12 8x8 - 8x8= 3x4= 3.00 1218x12 M18SHS= 4x4 1i BOTTOM CHORD EXTENSIONS ARE TO BE CUT 4x4 1.' BACK TO FIT THE REQUIRED FIELD CONDITIONS. SUPPORT FURRING 1.5x4 I THE LENGTH OF ANY EXTENSIONS SHALL NOT EXCEED 30'UNLESS FULLY SUPPORTED AT ITS END. H2-11-8 _i 8-11-10 13-2-8 14-10-0 _20-0-5 + 25-0-14... _ 31-2-5 _36-0-0 .-H 2-11-8 6-0-2 4-2-14 1-7-8 _5-2-5 _ 5-0-9 __ 6-1-7 1 4-9-11 __ Plate Offsets(X,Y)- f2:0 1 0 0-0-10] LO-¢Jg 0-0-OL(2:0-6-1,1-2-0] f5.0-9-13 0-5-1111,115.0-0-6 Edgeh(22:0-5-0 Edge] (psf) SPteNDOL 1.15 CSI. T LOADINGCLLs30.0 SPACING- 2-0-0 DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=30.0) GripTC 0.67 Vert(LL) -0.37 23-24 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.96 Vert(CT) -0.67 23-24 >645 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.98 1 Horz(CT) 0.33 15 n/a n/a 1 Code IBC2015/TPI2014 (Matrix-S BCDL 10.0 ) Weight:243 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 5-8:2X6 DF No.2 G 2-0-0 oc purlins(4-9-8 max.):11-14,5-11,5-8. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 22-24:2X4 DF 2400F 2.0E G,2-24:2X6 DF No.2 G WEBS 1 Row at midpt 4-22,3-23 1'103 PRO WEBS 2X4 DF Std G*Except* JOINTS 1 Brace at Jt(s):11,13,74.is 5-20:2X4 DF No.1&Btr G,5-22:2X6 DF No.2 G - Zwss Al MiTek recommends that Stabilizer gr-. c bra be installed during truss erection r1et..rdance with Stabilizer Installation guide- 89200PF_ (- REACTIONS. (lb/size) 2=1866/0-5-8,15=1865/0-5-8 Max Horz 2=-170(LC 19) Max Uplift2=-354(LC 14),15=-356(LC 15) Max Gray 2=2498(LC 33),15=2514(LC 33) OREGON its FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 14_, TOP CHORD 2-32=-7223/1062,3-32=-7162/1067,3-33=-4699/799,33-34=-4555/802,4-34=-4436/812, rQ 71jrZQ� S 4-35=-3452/706,5-35=-3264/728,11-13=-1458/281,13-14=-1398/325,8-36=-2765/668, /}- , 'Q�Q 12-36=-2958/655,12-37=-2724/583,37-38=-2880/581,14-38=-3060/563, 1 R R I 14-39=-4355/713,3940=4544/698,15-40=-4563/698,5-7=-520/189,7-9=-529/88, 9-11=-354/81,5-41=-2555/687,41-42=-2562/685,42-43=-2562/684,8-43=-2568/684 BOT CHORD 23-24=-910/6246,22-23=-521/4117,19-20=-51/532,18-19=-526/4026,17-18=-529/4110, EXPIRES: 12/31/2017 15-17=-504/3972,2-24=-933/6499 WEBS 14-17=0/272,5-22=-96/1163,3-24=-87/1129,4-23=0/557,4-22=-1456/320, 3-23=-2161/423,7-19=-100/495,11-19=-1428/373,19-22=-255/2209,8-9=-51/625, 11-12=-567/237 NOTES- Vs.VARILL,3 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 401t 4 (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-11-3,Interior(1)1-11-3 to 15-4-0,Exterior(2)15-3-4 to 25-9-2,Interior(1) o 25-9-2 to 37-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for i r it, e'� 1 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 f/ x„ O 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 1 +'� 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs lir non-concurrentt with other live loads. ,.0 ) 1 513 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)The Fabrication Tolerance at joint 2=16%,joint 2=0% V xO Z3NAL ' 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. October 6,2016 Continued on Dane 2 ®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®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 building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the (YI t !L 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 � 1 Job Truss Truss Type Qty •Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441043 19047_GLOB-TI-WAL A09 California 1 1 Reference(optional)-_ Pacific Lumber 8 Truss Co.,Beaverton,OR 97005 Run:7.610 s Mar 27 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Thu Oct 06 08:24:32 2016 Page 2 ID:gAUh6b WYxbPtvuwYgsXxbyWSMg-PWSil3TbW BbfgD Wscg6Y6awDHRio6Rldw?g2ggyW9pD NOTES- 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 15.This connection is for uplift only and does not consider lateral forces. 13)N/A 14)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. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • • 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 brocing MiTek'ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� 1 1l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1,I1 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 ,GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC I K2441044', 19047_GLOB-TI-WAL A10 California 1 1 ''Job Reference(option Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16.53:53 2016 Page 1 ID:gAU h6b WYxbPtv_uwYgsXxbyW SMg-B5hZ5Fx W UoPFwQHpQ7AgsreZdDJBx3gjxzxl6LyW OJy 22-0-5 20-0-5 21-2-9 -1-8-0.T__2'-11-1--: 11-.. $6-30.. 13-2.8 14-10-0 17-2-9.18-0-0 20,9-8 25-0-14 _-27 4-0_28-2-7 30-8-0.31,2,5_ _. 36-0-03780 I 1-8-0 2-11-88 6-0-2 4-2-14 1-7-8 2-4-9 0-9-7 2-0-5 0-9-3 3-0-9 2-3-2 0-10-7 2-5-8 0-6-5 4-9-11 1-8-0 5x6 0-5-1 Scale=1:77.3 6.00 12 7x16 0-9-12 7 5x6 36 6 // -� 10 3x6% . -'1_''''1__1--.,,-----,v --8 -- �� 1.5x4 3x4'i 35 3x4 -^ 133x6 TSA g 14 v, 4�� \\11 37 m 'a / // � 5x6 // 3 4x4 i 1.5x4 12 �QLt- 15 3 . / 38 / 8 = 2 G/- - 0 1 JI 'ITI 411/ -- 17 a 24- - 1-��// �--- n e 26 25 ._ �Ba 354 4x4----- 23 22 21 20 19 4x12 ' 7x16 -- 3x8-5x8 = 5x8 == 3x4= 3.00 112 8x12 M18SHS = 4x4 '. 4x4 BOTTOM CHORD EXTENSIONS ARE TO BE CUT SUPPORT FURRING BACK TO FIT THE REQUIRED FIELD CONDITIONS. 1.5x4 ! THE LENGTH OF ANY EXTENSIONS SHALL NOT EXCEED 30"UNLESS FULLY SUPPORTED AT ITS END. 11-8_ 8-1 I 1-10 13-2-8 14-10- __.. 20QI 5 _-.._25,0A4 31-2-5 3649 1 2-11-8 I 6-0-2 -__-_ 4-2-14 _...j 1-7-8 5-2-5- 5-�9_.__ 6-L,7 -.._—4-9-11 __._---- Plate Offsets(X Y)— [6:0-8-0.0-3_-_01,117:0-8-0.0-0-5L120:0-4-0,0-3-0j,(21.:0-2-12.0-2-4],[24_0-5-0 Edaej_-____-_-_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.23 25-26 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.54 25-26 >799 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.27 17 n/a n/a BCLL 0.0 BCDL W,0 Code IBC2015/TPI2014 (Matrix-S) Weight:253 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. 6-10:2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G*Except* JOINTS 1 Brace at Jt(s):12,15,9,8 ,i . : i 2-26:2X6 DF No.2 G ! MiTek recommends that Stabilizers a.. --1111 -,9111111111 7 WEBS 2X4 DF Std G*Except* be installed during truss erection,i ...Kw. . i.ry-,?-, is 6-22:2X4 DF No.1&Btr G,6-24:2X6 DF No.2 G Installation guide. C? _1',,_„, REACTIONS. (lb/size) 2=1833/0-5-8,17=1827/0-5-8 4.` 89200PE C` Max Horz 2=190(LC 14) Max Uplift2=-370(LC 14),17=-374(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'CI CC' TOP CHORD 2-34=-5102/995,3-34=-5055/1001,3-4=-3371/607,4-5=-2547/484,5-35=-2458/491, -Y4 �}'OREGON 1j/ 35-36=-2436/493,6-36=-2359/505,6-7=-510/170,12-15=-960/265,15-16=-901/316, Q Q'3t" 7-10=-594/153,10-13=-2221/480,13-14=-2076/391,14-37=-2121/385,16-37=-2263/381, 1 4, Q4 16-38=-3079/581,17-38=-3209/566,6-9=-477/190,9-11=-496/109,11-12=-315/105, 4, 6-8=-1485/383,8-10=-1471/381 R R 11-\- BOT CHORD 25-26=-1001/4403,24-25=-564/2967,21-22=-41/401,20-21=-390/2849,19-20=-419/2898, 17-19=-424/2796,2-26=-1028/4590 WEBS 16-19=0/266,6-24=-83/819,3-26=-105/832,4-25=-2/440,4-24=-963/322, EXPIRES: 12/31/2017 3-25=-1458/444,9-21=-96/402,12-21=-1038/370,21-24=-190/1640,10-11=-61/437, 12-13=-439/238 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-11-3,Interior(1)1-11-3 to 18-0-0,Exterior(2)18-0-0 to 21-4-5 zone;cantilever 'st ' �'u�-t A' left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 9 DOL=1.60 plate grip DOL=1.60 C WAS�,rIr� 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1Op 9 tZ 1N 3)Unbalanced snow loads have been considered for this design. l /.,` .x- - �/+ 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. % 5)Provide adequate drainage to prevent water ponding. 7ekTr 6)All plates are MT20 plates unless otherwise indicated. ,..d 513981 76 S1 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C3 '� ,� 4"0/STEW 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 4,'� O\ fit between the bottom chord and any other members. "CONAL 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 October 6,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design void 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 ,/l building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .r. i IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 1 1 Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441044 19047_GLOB-T1-WAL A10 California 1 1 ',Job Reference(optional) Inc. Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries, Wed Oct 05 16:53:53 2016 Page 2 ID:gAU h6b WYxbPtv_uwYgsXxbyW SMg-B5hZ5Fx W UoPFwQHpQ7AgsreZdDJBx3gjxzxl6LyW OJy NOTES- 10)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 17.This connection is for uplift only and does not consider lateral forces. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''/"gypsum sheetrock be applied directly to the bottom chord. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • 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 a 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 I5 to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fy iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� 1 it fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 I I Job ;Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441045'. 19047_GLOB-T1-WAL 'ACG Diagonal Hip Girder 1 1 I ----- ----- - -__ :Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:54 2016 Page 1 I D:gAUh6bWYxbPtv_uwYgsXxbyW SMg-fHFxJby9F6X6Yas?_gh3o3AklchhgV GtAdhreoyW OJx -1-11-5 3-0-3. — 5-0-8__5,6-8 _10-3-9 _._ 15-4-1 ____ 15-10-4 19-6-0_ 20-103_ 1-11-5 3-0-3 2-0-5 0-6-0 4-9-1 5-0-9 0-6-2 3-7-12 1-4-4 5.15:12 Special8 / - Scale=1:58.8 fn I Special 5x8 25 �?/ 0 �' SII 3x6 7 % '.. Special 6 24 ��i I 1.5x4 23 /, Special Special 5 /�/ rn 171 ao Special 22 "'oi Special 21 = y Special 3x4% 20 /% 1«, 3x4 :114 II i 1 , 19 IT ii ?— 71 r 2� Special 11 Special LSSH15-TZ10 d o E`'i 27 13 28 29 30 _ 31 32 15 14 8x8 — 304 II 4x4 -- 5x6= 3x4 5x8 - LSSH15-TZ LSSH15-TZ Special LSSH15-TZ LSSH15-TZ H._.__3-0-3 1....5.0-8 516-8 _____..10-39 —t_-.___—X5-4-1 , 3-0-3 2-0-5 0-6-0— 4-9-1 5-0-9 Plate Offsets(X.Y)--X7:0-4-8 Edge],_[12:0-5-12,0-2-12] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.45Vert(LL) -0.08 13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.60 1 Vert(CT) -0.16 13 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.95 Horz(CT) -0.05 7 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. -_+I` WEBS 2X4 DF Std G r MiTek recommends that Stabilizers and - be installed during truss erection,in at. .!f*- - S Installation guide. N 0,0 /g; REACTIONS. (lb/size) 2=1113/0-9-7,7=1737/0-5-13,8=321/0-2-15 C 'P. Max Horz 2=429(LC 10) Max Uplift2=-304(LC 6),7=-894(LC 10),8=-218(LC 10) 800PE Max Grav2=1113(LC 1),7=1780(LC 17),8=449(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1633/419,3-19=-2434/814,4-19=-2401/811,4-20=-1577/499,20-21=-1489/470, d 21-22=-1462/430,5-22=-1392/411,5-23=-1612/563,6-23=-1519/530,6-24=-1489/535, -‘'''?..6:711)" OREGON #s•4/ 7-24=-1452/486 /O 'Q}f 1 Q,2©\ BOT CHORD 2-15=-673/1451,12-28=-1078/2319,28-29=-1078/2319,29-30=-1078/2319, �IIRiJp 11-30=-1078/2318 'LlE•rsR —k WEBS 3-15=-591/287,4-11=-988/483,5-11=-600/449,7-11=-959/2143,4-12=-65/290, 12-15=-650/1388,3-12=-405/863 NOTES- EXPIRES: 12/31/2017 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.9 psf or 1.00 times flat roof load of 30.0 psf on overhangs , rOtRILL non-concurrentistrussaswn otherwer live floads. 9 • wAS 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 .It �r {; r Job (Truss Truss Type ',Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K244104511 19047_GLOB-T1-WAL •ACG Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:54 2016 Page 2 I D:gAUh6bWYxbPtyuwYgsXxbyW SMg-fHFxJby9F6X6Yas?_gh3O3AklchhgV GtAdhreoyWOJx NOTES- 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 15)Use USP LSSH15-TZ(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-4-0 oc max.starting at 4-10-12 from the left end to 13-11-2 to connect truss(es)to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. • 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)94 lb down and 57 lb up at 3-9-10,81 lb down and 58 lb up at 4-7-3,128 lb down and 83 lb up at 6-11-3,125 lb down and 101 lb up at 7-8-4,111 lb down and 86 lb up at 9-3-2,132 lb down and 121 lb up at 11-7-2,152 lb down and 154 lb up at 13-11-2,and 199 lb down and 213 lb up at 16-3-2,and 54 lb down and 48 lb up at 18-7-2 on top chord,and 8 lb down and 25 lb up at 3-9-10,and 23 lb down and 11 lb up at 7-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 18)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:1-9=-74,13-16=-20,10-12=-20 Concentrated Loads(Ib) Vert:4=23(B)14=-0(B)19=43(F)20=-41(B)21=-44(F)22=-25(B)23=-63(6)24=-98(6)25=-150 27=7(F)28=15(B)29=-22(F)30=-64(B)31=-677(F=-611,B=-67) 32=-71(B) • WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with 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 MiTe 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/TPIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Insfitute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410461 19047_GLOB-TI-WAL AG Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:55 2016 Page 1 ID:gAU h6b WYxbPtv_uwYgsXxbyW SMg-7UoJW xyn0PfzAjOCYYCIxGj_w07AP8i0PHQPAEyWOJw , -1-0-0 --'--- -----.. 2-0-8____-- ___. 24-6. 4-10-10_-.. :.- -._ __ -8-0-0__ --- - _-I 1-0-0 2-0-8 0-3-14 - 2-6-4 3-1-6 Scale=1:17.6 404 -- ' 3x4 3x4 I. 3x4 -- 3 I x/ 5 12 13 4 __. 14 � 6 'I -_- -- --- ----_ a-{; 10.00[12 _. ___-. __- T \ _ J val, - Flo a NI / N 2 r Q _ - 9 3x4- 15 16 8 1 JL24 JL24 JL24 3x6 = 7 3x4 p2Q8_---__ --__....___ -_. _ 8-0-0-- .___ -_.. --I 2-0-8 _ _ 5-11-8 . - _-. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 8-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.04 8-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:47 lb FT=20% BCDL 10.0 = LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 3-6:2X6 DF No.2 G 2-0-0 oc purlins(6-0-0 max.):3-6. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and .L.�e�1®o • be installed during truss erection KAT in a* ATT �Y-- �-) Installation guide. k"' REACTIONS. (lb/size) 2=596/0-5-8,8=659/Mechanical i� '�LSy Max Horz 2=107(LC 8) 89200PE t Max Uplift2=-201(LC 8),8=-239(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-722/180,3-12=-522/161,12-13=-525/163,4-13=-530/165 BOT CHORD 2-9=-162/524,9-15=-327/703,15-16=-327/703,8-16=-327/703 Q rt- OREGON 1(( WEBS 3-9=-6/262,4-8=-809/376 -74- " Vit'* A NOTES-ESd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS PRH--\. (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1,60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPIRES: 12/31/2017 non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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. ,01L 8)Refer to girder(s)for truss to truss connections. A 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=239. 4Q ciV *tt i f 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)2.This connection is for uplift only G and does not consider lateral forces. . O, 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the -: r left end to 6-0-12 to connect truss(es)to back face of bottom chord. A 1 ''r 14)Fill all nail holes where hanger is in contact with lumber. 16 -,, 51398, �'J p 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)76 lb down and 89 lb up at 2-4-15, ,' 67STE �- and 138 lb down and 135 lb up at 4-0-12,and 265 lb down and 215 lb up at 6-0-12 on top chord. The design/selection of such ` ONAL r'}C5 connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). iP5lit t}'@c1 E andard October 6,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. '', Design void 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 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/TP[1 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC 19047 GLOB-TI-WAL :AG K2441046'I Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:55 2016 Page 2 ID:gAUh6b WYxbPtvuwYgsXxbyW SMg-7UoJ WxynoPfzAjOCYYC IxGj_w07AP8i0PHQPAEyW OJw LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-6=-74,2-7=-20 Concentrated Loads(Ib) Vert:9=-13(B)12=-52 13=-98 14=-225 15=-21(B)16=-21(B) • WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekOa 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' (YI AiT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 PS. 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 Te__.. QtyPly YP '.GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410471 19047_GLOB-TI-WAL '.AHR CORNER RAFTER 1 1 Job eference 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:55 2016 Page Pacific Lumber&Truss Co., Beaverton,OR 97005 1 9 bWYxbPtyuwYsXxb W_ q y SMg-7UoJWxynoPfzAjQCYYCIxGjyxoAJPAHOPHQPAEyWOJw -2-6-0__ — 4-7,3 _. ----Ate,-1 9-8-1 15-110 _..19-6-12_—_ 20-11-0_ 2-6-0 4-7-1 0-2-0 4-11-0 6-2-15 3-7-12 1-4-4 5.15 12 Scale=1:54.2 7 _________6_____----j-- 'o i 9 4 4 �/ di' 3x4 % m 3x4 3 3x4% , 3x4% 8 osi ii 2 // 0 1 ii 4-7-1 —_ __ __. —__. _..__ __-4�. ; LOADING(psf) TCLL 30.0 SPACING- 1-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.11 4-5 >692 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.15 4-5 >489 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a Code IBC2015/TP12014Matrix-S BCDL 10.0 ( ) Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-5-13 except(jt=length)2=0-7-3,3=0-1-12,6=0-2-15,4=0-2-2. (Ib)- Max Harz 2=219(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2,3,6 except 5=-105(LC 14),4=-124(LC 14) �� Max Gray All reactions 250 lb or less at joint(s)5,2,3,6,4 �y ,iN � �Sia1, FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. � TOP CHORD 2-8=-280/92,3-8=-275/101 . 89200PE .yam NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-2-6-0 to 1-8-15,Exterior(2)1-8-15 to 20-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C) Cr 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 j� OREGON 41./3)Unbalanced snow loads have been considered for this design. t�S' \ 1_ 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 1 's 2' ,�r fit between the bottom chord and any other members. 'ER R ILA- 5) A plate rating reduction of 20%has been applied for the green lumber members. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES- 12/3112017 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,6,4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,6 except(jt=lb) 5=105,4=124. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,3,6,4. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum xRt� sheetrock be applied directly to the bottom chord. 1, NS) WAS '1 lati,die?.----41; G''''''' ' ` 1 51398 4 C.?, -4'0/STEW w410NALe October 6,2016 41,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil , e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ' k'' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t Rl 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 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441048 19047_GLOB-T1-WAL AJ1------ ---- MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:55 2016 Page 1 ID:gAU h6b WYxbPtv_uwYgsXxbyW SMg-7UoJ W xynOPfzAjQCYYC IxGjOjOA?PAHOPHQPAEyW OJw -- _-1-0-0 -_-_ ____ 1-2-0 -....--- _... 1-0-0 1-2-0 Scale=1:11.7 3 n 10.00 12 SUPPORT TOP CHORD 44NO)N �S' /e3 0 CC OREGON �4,t, 1 <0 14,2-.4 4 R.1 3x4 EXPIRES: 12/3112017 l-_-- ---12-0 Plate Offsets Offsets(X,Y)-- [2:0-2-1.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0,05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:6 lb FT=20% 10.0 BCDL LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer ( Installation guide. REACTIONS. (lb/size) 2=160/0-5-8,4=23/Mechanical Max Horz 2=71(LC 12) Max Uplift2=-44(LC 12),4=-17(LC 9) Max Gray 2=160(LC 1),4=24(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift RILL only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ..,i,s !v WAS. 4,„51398,0 0I$ TE ioNAL'E } October 6,2016 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �V�ft AFTelr is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410491 19047_GLOB-T1-WAL IAJ2 Jack Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:56 2016 Page 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-bgMhjHzPnjngnt?O5FkXTUGBTQW58dXAdxAyigyWOJv _.-._..._ 2-4-6 1-0-0 2-4-6 Scale=1:16.9 3 8 p 10.00 12 '� PR°Fe, � O N / /}. 2 4 I OREGON Ott✓ ®1 }' 14,2•° `- RRtt-� 3x4=_ EXPIRES: 12/ 112017 ---.-.--- 2-4-6 -_---. -� 2-4-6 Plate Offsets(Y)- [2:0-2-1.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-4-6 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 REACTIONS. (lb/size) 3=63/Mechanical,2=204/0-5-8,4=24/Mechanical Max Horz 2=118(LC 12) Max Uplift3=-56(LC 12),2=-33(LC 12) Max Gray 3=68(LC 20),2=204(LC 1),4=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-3-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. RRZLL 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4 and 2.This connection is for uplift ry 14- only and does not consider lateral forces. V OV WAS1'1 V 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. . CJ's " 51398 GiSTV IONALN October 6,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on 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 i3 to prevent buckling of individual truss web and/or chord members only.Additionol 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 t R. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC !I K2441050'. 19047_GLOB-T1-WAL 'IAJ3 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:56 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-bg MhjHzPnjngnt?OSFkXTUGAOQ VH8d4AdxAyigyW OJv 3-6-13 -__-1-0-0 : __.. 2-10-0 2-11-8 1-0 0 2-10-0 0-1-8 0 7 5 Scale=1:22.1 4 �l 1.5x4 3 ,DDD ,z �� fl PRpF 12 to /20 (} I I 6 1,5x4 -- ! w 71 ----,- orot OREGON �/ 5 7 20 gy14f2.° P -- 1.5x4 ,Y/ R i L. '".... ... 3x4 = EXPIRES: 12/31/2017 _2-11-3 Pla-te Offsej_(X Y)-- [2:0-24.0-1-81 -_ LOADING(psf) SPACING- 2-0-0 CS!. 1 DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 1 Vert(CT) -0.02 8 >999 180 BCLDL 0.0 *7.0 Rep Stress Incr YES WB 0.03 1 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 4=127/Mechanical,2=273/0-5-8,5=8/Mechanical Max Horz 2=163(LC 12) Max Uplift4=-81(LC 12),2=-36(LC 12) Max Gray 4=136(LC 20),2=273(LC 1),5=16(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-6-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. RRILL 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 2.This connection is for uplift Q �ex � only and does not consider lateral forces. WA 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .T /----A0 �S ,p 4 51398 '3IONAL October 6,2016 Aik WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design void 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 iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tt fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/iPlt 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 IPIy GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410511 19047_GLOB-T1-WAL AJ4 Jack-Open 1 1 Job Reference(optional). Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:57 2016 Page 1 I D:gAUh6b WYxbPtv_uwYgsXxby W SMg-3sw4xd_1 Yl vhP 1 aafzFm0hoLDgmlt4nJsbvVFlyWOJu -1-0-0-----__.. 2-10-0 __. 4-9-3_. 1-0-0 2-10-0 1-11-3 Scale=127.1 4 I, 10.00 f 2 3x4 no) PRQ1 4 M 112 . 89200PE 9`< I_ I M 2 6 -57 A OREGON �lti r_4x4` 'o • �� 7Y 14,2-° ± 1 �,'- -- 8 7 R.1 Lk- 1.5x4 1 I'1 3x4- EXPIRES: 12/31/2017 I- 4.9-3 1 2-10-0 -. 2-10-0 2-1_1,8 0-'18 8._.__1-9-1.1_ Plate Offsets(X,Y)-- [Z0-2-1.0-1-8)__ .__ _ LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.02 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.04 7 >999 180 Rep ncr Stress IYES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 3-8:2X4 DF Std G 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer IInstallation_c uide. REACTIONS. (lb/size) 4=112/Mechanical,2=323/0-5-8,5=87/Mechanical Max Horz 2=208(LC 12) Max Uplift4=-85(LC 12),2=-25(LC 12),5=-32(LC 12) Max Gray 4=119(LC 20),2=323(LC 1),5=92(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-8-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. . ��RRILL 40 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)S and 2.This connection is for uplift kt" �Y only and does not consider lateral forces. 'Q W� - 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and V5'gypsum 040 , G' ra sheetrock be applied directly to the bottom chord. //_y�� ^� °Yl �1G�t. - 4/0111 r f •451398 ,,,„.‘4,p �.Gj ' October 6,2016 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 brocing FYI Ii A{To le is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i Ai 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441052. 19047_GLOB-TI-WAL AJ5 Jack-Open 1 1 Job Reference(Optional)-_ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:57 2016 Page 1 ID:gAUh6b WYxbPtv_uwYgsXxby W SMg-3sw4xd_1 Y 1 vh P t aafzFmohoJfq IOt4nJsbvV FlyW OJu -1-0-0 . _ 2-10-0. _. 5-11-9 1-0-0 2-10-0 3-1-9 Scale=1:33.4 4 10.00 12 -<°��O P R°pets 3x4 <c,,� { :� �0"L/ N 3 0 0 Y 13 I o 890 200PE_ -"I.,* 2 6 OREGON ' LI x6 16 ''/Y 1 4 2,° ,~A' 1 liki 8 7 ' R RIO- 3x4 - 11.-x- 3x4 - 1.5x4 I EXPIRES: 12/31/2017 I 2-10-0 2-11-8 - 5A1-9 , __.-.2-10-0 _.. 0-1 8 __-3-0-1... . Plate Offsets X,Y (psf) SPteNDOL -.10 CS 0.22 n ) - LOADING sf TCLL 30 0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP (Roof Snow=30.0) Grip Vert(LL) 0.06 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 i BC 0.41 Vert(CT) -0.11 7 >661 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. 3-8:2X4 DF Std G - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation_guide. REACTIONS. (lb/size) 4=149/Mechanical,2=395/0-5-8,5=90/Mechanical Max Horz 2=252(LC 12) Max Uplift4=-120(LC 12),2=-29(LC 12),5=-22(LC 12) Max Gray 4=160(LC 20),2=395(LC 1),5=94(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-10-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 4=120. o W - 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. Ari ,' G''„ C� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum �/ 1 - }p 411 sheetrock be applied directly to the bottom chord. -`yr s'9.c 41 - IR - r ` -P 513398 ,r 9, JsTs - ' ,,s,„ ....,,,s3\- October 6,2016 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 ll MiTe lam' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410531 19047_GLOB-TI-WAL ',AJ6I,Jack-Partial 1 1 ,___. ___ _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:58 2016 Page 1 ID:gAUh6bWYxbPty_uwYqsXxbyWSMg-Y2US8z?fJK2Y1 B9nDgm?ZvLSZE4McX1 S5Ff3nZyWOJt -1-0-0.,-_1-7-11 2-10-0 4-11-0 7-2-0 1-0-0 1-7-11_.. 1-2-5 2 1 0 . .. 2-3-0 4 Scale=1:39.6 10.00 112 [��{��1/7+tPr�`'`VF. � I 3x4 ', 6 ',- `J V 7 L//, iL q 3 89200PE <' rt- 1 _._-_---.-51 2 4 OREGON /. 0 1 ----- 15x6 - ;o 'V/11 .'-'Y 14 t'2-� t�j4 B 7 rl R I V-V" 4x4=- 3x4 EXPIRES: 12/31/2017 2-10-0 2-11s$ 720 I 2-10-0 0-1-8 4-2-8... Plate_Offffsets_(X,Y)-- 12:0-0 4 Edge! LOADING(ps30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.12 5-6 >694 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.22 5-6 >393 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr C*Except` BOT CHORD Rigid ceiling directly applied. 3-8:2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=185/Mechanical,2=468/0-5-8,5=94/Mechanical Max Horz 2=297(LC 12) Max Uplift4=-152(LC 12),2=-34(LC 12),5=-14(LC 12) Max Gray 4=198(LC 20),2=468(LC 1),5=106(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-258/30 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-1-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live toads. 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. -BRILL 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 4=152. ,,,1S9 00 WAS,9.4 '`4 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and ♦ /411.<----- J �; CS� does not consider lateral forces. 4i �j 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum wt "- r sheetrock be applied directly to the bottom chord. ,6p , 5139& a, 9 'eGIST ' ' V 'ONALO� October 6,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notkill 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 !Wok' 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 1Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410541 19047_GLOB-T1-WAL ',AJ7 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:58 2016 Page 1 5., 111 ID:gAUh6bWYxbPty_uwYgsXxbyWSMg-Y2US8z?fJK2Y1 B9nDgm?ZvLVdEBHcX1 S5Ff3nZyWOJt -1-8-0....- I 3-3-12. 1-8-0 3-3-12 Scale=1:14.9 3 p ¢ OPRO 6.0012 ..--- //.- �\ ' ,, NE'. R , , / `t. 89200PE �c' � /� i 2 %/ 74- OREGON .r ' 4a _> O �' 74, �p v,, o 1?RtL\- �' 1 4811I 4 EXPIRES: ____12/31/2017 3x4 1 -- -_-.._ 1-3-17 ___.. ... .-1 3x-12 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1-15 TC 0.14 Vert(LL) 0.00 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-12 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 LInstallation guide. REACTIONS. (lb/size) 3=88/Mechanical,2=310/0-5-8,4=31/Mechanical Max Horz 2=105(LC 14) Max Uplift 3=-55(LC 14),2=-84(LC 14) Max Gray 3=101(LC 21),2=315(LC 21),4=53(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 3-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4 and 2.This connection is for uplift R� j 14 , only and does not consider lateral forces. ,},. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � x{„i �(i' 00 Ale ...... • 1rf/ '15 ,p 51398 t :� 4btsTEW October 6,2016 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®O connectors.This design is based only upon parameters shown,and is for an individual building component,notMI 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. Addifionol temporary and permanent bracing MiTek'AiTek'' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 R 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441055: '19047_GLOB-TI-WAL ,AJ8 Jack-Open ,1 1 Job Reference(optional)- - ---------__ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Oct 05 16:53:59 2016 Page 1 ID:gAUh6bWYxbPty_uwYgsXxbyWSMg-OF2gMIOH4eAOfLkznOHE56uebdUAL_HcKvOcJ?yWOJs 1-1.0-_ _------ -_-_ 634__-. 1-1-0 5-24 Scale=1:21.9 3 p 13/ !r 89200P r 71 iI 12 '`f P cc 'fir OREGON H. .BRILL �3 h 1r O O i f 5 EXPIRES: 12/31/2017 3x8 354 1-1-0 I 1-1--0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 4-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.10 4-11 >769 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 4 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 (Matrix-S) Weight:20 lb FT=20% BCDL 10.0 1 I 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 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=368/Mechanical,3=162/Mechanical,4=60/Mechanical Max Horz 1=139(LC 14) Max Uplift1=-62(LC 14),3=-99(LC 14) Max Gray 1=378(LC 20),3=187(LC 20),4=88(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp 6;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. -tR7LL, 4 J19 OV WAsyly14?r F..- _e t*Tx= 0 i ..•; � ' � -,e51398 * > G7s7E%S'SC)jktNAL' , October 6,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iY1iTQi1' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �r� e R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,096-89 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 IJob Truss '',Truss Type ',Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC ', K2441056'1 19047_GLOB-T1-WAL AJ9 ROOF SPECIAL 1 1 Job Reference(optional)_. Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:53:59 2016 Page 1 ID:gAUh6bW YxbPtvuwYgsXxbyW SMg-OF2gM IOH4eAOfLkznOHE56uZrdMnLoOcKvOcJ?yW OJs 1d_-0-------3-0-10 .3r9-8- ---- -- _..9-7-4_---- __.-_-- 1-1-0 1-11-10 0-8-14 5-9-12 1.5x4 4 Scale:3/8"=1' 3 ,_.-- 6 0 6.00 12 --------- - tiR ° PR(7Fes 6x6 = �� p ' 19 s'a 44/ 9 / zoOPE r- N 3x8 1 2 T - 1 -7 OREGON A' 1.5x4 — ,I 7 6 3) q)- 14,2-� 0"" 9 3x8 4x4 FiRtVX* 10 SUPPORT FURRING 1.5x4 ' EXPIRES: 12/31/2017 I 1-1-0 — _3-210 3-9-8 I 27.4 -I -- --_-.---- -1-1-0 1-1110_.._.-_0-8-14 -.__. 5-9-12 -------.._-- Plate Offsets(X Y)_-[7 0-3-8,0-1-8] -- __ _ LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP (Roof Snow=30.0) , Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.14 6-7 >780 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.33 6-7 >343 180 BCLL 0.0 ' Rep Stress!nuYES WB 0.83 Horz(CT) 0.03 5 n/a n/a ' BCDL 14.0 Code IBC2015/TP12014 (Matrix-S) Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide._ REACTIONS. (lb/size) 10=459/Mechanical,5=447/Mechanical Max Horz 10=137(LC 11) Max Uplift10=-54(LC 14),5=-163(LC 14) Max Gray 10=491(LC 27),5=650(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-10=-472/86,1-8=-480/100,1-2=-1182/203 BOT CHORD 7-8=-253/142,6-7=-362/1218 WEBS 2-7=-302/106,1-7=-159/1314,3-6=-413/184,2-6=-1243/370 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-0-10,Interior(1)3-0-10 to 9-7-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5�,q A Tx 7)A plate rating reduction of 20%has been applied for the green lumber members. �'" .qt,. 8)Refer to girder(s)for truss to truss connections. .. WAS-44 ‘-t:/'2s.., 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=1b) f^- �, w. 5=163. 10 z r'' .3' 1 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum 17 J : ,>' sheetrock be applied directly to the bottom chord. f KS51398 '' crsTES ' October 6,2016 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,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'AiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 r4 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/711 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410571 19047 GLOB-T1 WAL B01 I California Girder 1 Job Reference 7.640 s Sep 29 2015 MiTek k Industries,Inc. Wed Oct 05 16:54:01 2016 Page (optional) Pacific Lumber&Truss Co., Beaverton,OR 970051 I D:gAUh6b WYxbPtv_uwYgsXxby WSMg-ydAan_1 YbFQ6ueuMuoJiAXz_OR5ippcvnCtjOuyWOJq _fl1,8-0 :,-- _, -_.....-.__8-6-5 _ . 12-7-713-3-12__-16-4-4 17-0-9__ 21-1-11 __ -.__ 25-7-4 29-8-0—__ :_31-4-0 : 1-8-0 4-0-12 4-5-9 4-1-2 0-8-5 3-0-7 0-8-5 4-1-2 - 4-5-9 ---- 4-0-12 1-8-0 Scale=1:56.1 5x8 8 5x6J 6 5 , 228 �7 30 6.00 12 4x4 i 26 � 31 4x4 4 9 \��� a 1.5x4 25 32 v �� �� 1.5x4 co 1 „I 2 6— cn L \ 11 1 v 24 17 34 35 16 36 37 15 38 39 14 40 41 42 43 121.! 01/ ' - _ I-7°,1- -._ ____ 1' Ill Ili_—_ -_ - 13 3x8 = JL24 JL24 4x6= JL24 JL24 JL24 JL24 JL24 — 3x4 = 3x4= 3x8 - 3x4- 3x8--- JUS24 JL24 JL24 JL24 JUS24 1 4-0-12 {.-_ 8-6-5. -___12-7-7 _.._ I 17-0-9 i._ 21-111-. _F _._.._2& i7-4 i__ 29-8-0 4-0-12_. 4-5-9 4-1-2 __ 4-5-2 4-1-2 4-5-9 4-0-12 Plate Offsets(X Y)-- [5:0-1-13 0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.13 15-17 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.31 15-17 >999 180 TCDL 7.0 BCLL 0.0 * Rep Stress Incr NO WB 0.33 Horz(CT) 0.07 11 n/a n/a Code IBC2015/TP12014 (Matrix-M) Wei ht:358 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins,except 5-7:2X6 DF No.2 G 2-0-0 oc purlins(6-0-0 max.):5-7. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc br. WEBS 2X4 DF Std G tj PR QP1: - 6' REACTIONS. (Ib/size) 2=2721/0-5-8,11=2723/0-5-8 co.'Z. /O2 Max Horz 2=147(LC 14) <Cr' Max Uptift2=-682(LC 10),11=-684(LC 11) 89200PE I-- Max Gray 2=3378(LC 29),11=3381(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6096/1128,3-25=-6057/1213,4-25 -5981/1224,4-26=-4115/818,5-26=-3995/832, 5 27--3562/801,27-28=-3560/801,28-29=-3555/797,29-30=-3551/793,7-30=-3550/794, t- OREGON 4,1 7-31=-3883/830,9-31=-4095/816,9-32=-5986/1229,10-32=-6063/1218, �f '\ �` 1011=-6099/1132 6 '41}` 14 2-° 4j4 BOT CHORD 2-17=-1065/5350,17-34=-825/4275,34-35=-825/4275,16-35=-825/4275, RRi 16-36=-825/4275,36-37=-825/4275,15-37=-825/4275,15-38=-630/3603, J� 38-39=-630/3603,14-39=-630/3603,14-40=-681/4280,40-41=-681/4280, 41-42=-681/4280,42-43=-681/4280,13-43=-681/4280,11-13=-923/5354 WEBS 3-17=-381/215,4-15=-920/274,5-15=-43/984,5-14=-272/127,7-14=-39/1151, EXPIRE12/31/2017 9-14=-1028/299,10-13=-388/215,4-17=-335/1497,9-13=-336/1494 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. L & Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4 1 row at 0-9-0 oc. } 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply '. - Q wAsirl connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,e--..----� . '? 0 i 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS .,;✓rry ✓ -.. (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 1 ' 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ' 5)Unbalanced snow loads have been considered for this design. Or 6)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs '„fy 51398 ,v non-concurrent with other live loads. of ,,,t,„, ? 7)Provide adequate drainage to prevent water ponding. 1 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ''OVAL 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 October 6,2016 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 Mirek®connectors.This design is based only upon parameters shown,and is for an individual building component,not p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (Y�Il A;T®1�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Ii 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441057! 19047 GLOB-T1-WAL B01 California Girder 1 n L Job Reference(optional)__ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:01 2016 Page 2 I D:gAUh6b WYxbPtv_uwYgsXxbyW SMg-ydAan_1 YbFQ6ueu MuoJiAXz_OR5ippcvnCtjOuyW OJq NOTES- 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 11.This connection is for uplift only and does not consider lateral forces. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 21-6-8 oc max.starting at 4-0-12 from the left end to 25-7-4 to connect truss(es)to back face of bottom chord. 15)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-0-12 from the left end to 23-7-4 to connect truss(es)to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)199 lb down and 125 lb up at 12-9-3,215 lb down and 213 lb up at 14-0-12 ,and 215 lb down and 213 lb up at 15-7-4,and 199 lb down and 125 lb up at 17-0-9 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:1-5=-74,5-6=-74,5-7=-74,7-8=-74,7-12=-74,18-21=-20 Concentrated Loads(Ib) Vert:5=-118 7=-118 17=-641(B)13=-641(B)28=-163 29=-163 34=-42(B)3544(B)36=-47(B)37=-50(B)38=-54(B)39=-54(B)40=-50(B)41=-47(B)42=-44(B) 43=-42(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,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 MiT�k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' i� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/71'I1 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410581 19047_GLOB-TI-WAL 1602 Common ',,2 1 _.... Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:02 2016 Page 1 I D:gAUh6bWYxbPtv_uwYgsXxbyW SMg-Qgjz_K2AMZYzW oTYS W gxjI W4zrR9YFB20sdGwKy W OJp L8=0 7-7-14_----- --1-- ------._ 14-10-0. 2206 _._ _.._-__ _.----- ._..298-0 _---- -------- 1-8-0 7-7-10 7-2-6 7-2-6 7-7-10 4x6 Scale=1:52.2 4 ".1[8[[,..--• /\...,,�\\ 19 6.00 Ir12 17.[„.---j---[. 20 1.5x4 VA \ 1.5x4 // rti �34 ii - \\16 2 6 ,,, I' 1 A 9 8 22 23 7 3x4— 3x4= 3x4 - 3x8 3x8 1 10-0-6 --_._i____—__ 19-7-10 _25n8-0_ 1 10-0-6973 10-0-6 Plate Offsets(X,Y)-- [2:0-870,0,0711,16:01) - _ ___ __- LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.31 7-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.57 7-9 >627 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:123 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G I MiTek recommends that Stabilizers and -ioelpoRWOr r. be installed during truss erection in a* or.,,071*:- 4s.. Al Installation_guide- _ GI moi, �j REACTIONS. (lb/size) 6=1392/0-5-8,2=1520/0-5-8 c"? R Max Horz 2=176(LC 14) Y' Max Uplift6=-273(LC 15),2=-325(LC 14) `z` 89200PE 1-' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=2385/438,3-16=-2275/462,3-17=-2095/436,17-18=-1967/449,4-18=-1954/461, 4-19=-1961/479,19-20=-1974/466,5-20=-2102/454,5-21=-2285/478,6-21=-2393/461 fl CC' BOT CHORD 2-9=-459/2035,8-9=-173/1361,8-22=-173/1361,22-23=-173/1361,7-23=-173/1361, 17,, OREGON 14/ IxA, 6-7=-330/2044 /0 '44' 14,2-(} .. WEBS 4-7=-202/845,5-7=-610/336,4-9=-197/819,3-9=-588/333 �� MfiRR1I-\- NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 14-10-0,Exterior(2)14-10-0 to 17-10-0 zone; EXPIRES: 12/31/2017 cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 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 �� oVJASSI, fit between the bottom chord and any other members,with BCDL=10.0psf. `Z 4� ih� 7)A plate rating reduction of 20%has been applied for the green lumber members. �y • 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6 and 2.This connection is for uplift 'i i , -» only and does not consider lateral forces. \%.:.f i 9)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. ''''16,, p ,•?� TS ESS'' ' 'ONAL'V � October 6,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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',s building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYft ler k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the nre r•a 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410591 19047_GLOB-TI-WAL BG Roof Special Girder ''2 1 1____.. - - - -_---- ------.. _.. .._Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:02 2016 Page 1 I D:gAUh6bWYxbPtyuwYgsXxbyW SMg-Qgjz_K2AMZYz WoTYS Wgxjl W B9rWoYl R20sdGwKyW OJp 1.0D___ , __... -_. 211-8_ _ 2-4-6 -___ -- ----_4-10-10__._. _.. _._ 8-0-0._.. ----i 1-0-0 2-0-8 0-3-14 2-6-4 3-1-6 Scale=1:17.6 4x6,i 3x4 ". 3x4 1 3 S 1 401 , 13 4 14 _6 10.00�2 fi\ -_. o- v1', �\ -I O, CV \ 1 4N 1 C•42 �� o 1 ,41"I' 9 3x4- 15 16 8 JL24 JL24 JL24 - 3x6 - 7 3x4 -_ 1 --- -2-0-8L.- _.__ -. _..___ 8-0-0 -._ i 2-0-8 5-11-8 Plate Qff _(X,Y)-- _[30-1-12.0-2-0] TCLLOADING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.04 8-9 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.17 Horz(CT) 0.01 8 n/a n/a Code IBC2015/TP12014Matrix-M ICDL 10.0 ( ) Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 3-6:2X6 DF No.2 G 2-0-0 oc purlins(6-0-0 max.):3-6. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc br WEBS 2X4 DF Std G r MiTek recommends that Stabilizers a.. St'' ut be installed during truss erection,i :.sir.-. :0 ,2- /0I i Installation guide. CO- REACTIONS. (lb/size) 2=600/0-5-8,8=661/Mechanical -4,Q Max Horz 2=107(LC 8) gi2QPf Max Uplift2=-202(LC 8),8=-240(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-728/182,3-12=-526/163,12-13=-529/165,4-13=-534/167 9 �l� BOT CHORD 2-9=-164/528,9-15=-328/706,15-16=-328/706,8-16=-328/706 - O � WEBS 3-9=-5/261,4-8=-812/378 '/0 *%(/) �1 �O''3 .i NOTES- 41F:1 •7 R 11.-V' Vo 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 EXPIRES: 17/31/2017 3)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. L, 7)A plate rating reduction of 20%has been applied for the green lumber members. �� � 8)Refer to girder(s)for truss to truss connections. 4 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)8=240. i4 Av. .-0, *+ 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only yyI}� and does not consider lateral forces. Aga 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the ,d +` 'fir left end to 4-0-12 to connect truss(es)to front face of bottom chord. IS, it,, 51398,0 ,& 14)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 6-0-12 from the left end to connect truss(es)to A GIS' ,' front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 15)Fill all nail holes where hanger is in contact with lumber. -xONALV1 Continued on page 2 October 6,2016 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 M Tek t connectors.This design is based only upon parameters shown,and is for an individual building component,not p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ;Tek` 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC •• • K24410591, 19047_GLOB-T1-WAL BG Roof Special Girder 2 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:03 2016 Page 2 ID:gAUh6bWYxbPty_uwYgsXxbyWSMg-uOHLCg3o7tgg7y2kODMAGy2MvFr1 HIhCEWMgSmyWOJo NOTES- 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)81 lb down and 91 lb up at 2-4-15,and 138 lb down and 135 lb up at 4-0-12,and 265 lb down and 215 lb up at 6-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-6=-74,2-7=-20 Concentrated Loads(Ib) Vert:9=-13(F)12=-57 13=-98 14=-225 15=-21(F)16=-21(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (YI Il diTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441060' 19047_GLOB-TI-WAL BHR CORNER RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:03 2016 Page 1 ID:gAUh6b WYxbPtv_uwYgsXxbyW SMg-uOHLCg3o7tgg7y2kODMAGy2JOFu BHnGCE W MgSmyW OJo —_23_0 -. ---_3-6-5 ____.- 4-8-4_-._-_ —__9-7-1__. _-- ----_.-. 15-10-4 .. _._ _. .17-1-15.. 2-3-0 4-6-5 0-1-15 4-10-13 6-3-3 1-3-11 Scale=1:45.3 5.15 12 7 6 cv O /� , 3x4 - 9 / 4 / ^ 3x4 3x4% 3 3x4 i 1 3x4% 8 I 2 J o_ 1 d 1i __.._ 4-6-5 I - 4-6-5 -------- LOADING(psf) TCLL 30.0 SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.13 4-6 >559 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.18 4-6 >423 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:35 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-6-9,3=0-1-12. (lb)- Max Horz 2=181(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2,3,6 except 4=-122(LC 14) 0) PR Q/e Max Gray All reactions 250 lb or less at joint(s)2,3,4 except 6=262(LC 20) �� c5' \�,' {�NAGINj1 °/Q FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1— NOTES- �' 89200PE ti✓ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-2-3-0 to 1-11-15,Exterior(2)1-11-15 to 17-1-15 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 0 ,. , ,-. N Cr 3)Unbalanced snow loads have been considered for this design. �4 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 /6l 1 t r�Q� -� fit between the bottom chord and any other members. A sY 5)A plate rating reduction of 20%has been applied for the green lumber members. 0'R A 10- 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,6,4. EXPIRES: 12/31/2017 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,6 except Qt=1b) 4=122. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,6,4. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'h"gypsum sheetrock be applied directly to the bottom chord. `„ R,1L1,4, 0 4\Y IV WASt11, 7ts' ilk. r it .o1 4„51398 ,c) ,"� orsTE `81ONALVO\ October 6,2016 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,notMg, , 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 far 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441061'. 19047_GLOB-TI-WAL C01 GABLE 1 1 Job Reference(optional) I Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:04 2016 Page 1 ID:gAUh6bWYxbPty_uwYgsXxbyWSMg-MCrjP03QuAohl6dwZxtPoAbXoeDnOC1 LTA6N?DyWOJn 1=0=0 -._----_6-1.15_.- -__12-0-0 _----_ — ----17-101 24-0-0 __25-0-0 1-0-0 6-1-15 5-10-1 5-10-1 6-1-15 1-0-0 4x4 " Scale=1:68.9 11 10 12 13 9 40 41 10.00''._12 8 11 1' 1 14 7 I' 111 15 3x6 O A- 6 _ 1 I k' 16 5 1 1 I, �1 4 ,, 132 ; 39 ', I 42 ''1 3L1,,,g _ 4x4 '�M2 L li __ --_ 4x4 I I 11, _ = 1 19 30 29 28 27 26 25 24 23 22 21 20 3x4 -- 3x4 3x4= 5x6-= 6x6 Plate Offsets X,Y-- (2:0-2-1 0-1-8],f17:0-2-1.0-1-8],[20 0 3 0,0x2 4],[22;OL_. ..._ _1a 11-8 15-10-111 2a-0 _-- -_8 _ 6-10-3 0-11-3 .-$-1 5 ___ __.._. — ( ) -3-0,0-3-0J LOADING(psf) SPACING- 2-0-0 , CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 I TC 0.16 Vert(LL) -0.01 19-35 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 1 BC 0.11 Vert(CT) -0.02 19-35 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 17 n/a n/a BCLL 0.0 " BCDL 10.0 Code 1BC2015fTP12014 (Matrix-S) Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X6 DF No.2 G*Except* WEBS 1 Row at midpt 11-22,10-23,12- ,-p PR dfi 16-19:2X4 DF Std G JOINTS 1 Brace at Jt(s):32 Ok OTHERS 2X4 DF Std G 0,,; ' z MiTek recommends that Stabilizer :rt 44.1;,: © , 1 be installed during truss erection,' ca. :an e with Stabilize Installation guide. -4• 89200P- t,,. REACTIONS. All bearings 14-11-8 except(jt=length)17=0-5-8. (Ib)- Max Horz 2=311(LC 11) Max Uplift All uplift 100 lb or less at joint(s)17,23,24,25,26,27,28,29,30, 21 except 20=-298(LC 13),2=-107(LC 10) Max Gray All reactions 250 lb or less at joint(s)22,23,24,25,26,27,28,29, 0 r` OREGON 30,21,2,2 except 17=499(LC 1),20=563(LC 21),20=532(LC 1) -74,. 4 NIX As FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .c9'. TOP CHORD 2-3=-355/258,3-39=-294/207,4-39=-290/218,16-42=-315/36,17-42=-417/21 R R 11-k., BOT CHORD 2-30=-228/298,29-30=-228/298,28-29=-228/298,27-28=-228/298,26-27=-228/298, 25-26=-228/298,24-25=-228/298,23-24=-228/298,22-23=-228/298,21-22=-228/298, 20-21=-228/298,19-20=0/258,17-19=0/259 EXPIRES: 12/31/2017 WEBS 20-31=-439/267,31-32=-371/212,16-32=-353/198 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 12-0-0,Exterior(2)12-0-0 to 15-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;LumberELL DOL=1.60 plate grip DOL=1.60 .1 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 , oo WASj I j, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. > 3 C,,,, '<A. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs Yitidi,i 46 non-concurrent with other live loads. ' 1 5)All plates are 1.5x4 MT20 unless otherwise indicated. -;;;c - 6)Gable studs spaced at 1-4-0 oc. v0 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4, 51398, 4ti 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 it 6IS`S'EY` fit between the bottom chord and any other members. t4 CS 9)A plate rating reduction of 20%has been applied for the green lumber members. ANAL 10)OneddRT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)17.This connection is for uplift only Continuedoonspage consider lateral forces. October 6,2016 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 MiTekOO connectors.This design is based only upon parameters shown,and is for an individual building component,not p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall il 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/Till 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441061'. ,119047_GLOB-T1-WAL CO1 GABLE 1 1 • _. .. _.__.. Job Reference(optional)___ • Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:04 2016 Page 2 ID:gAUh6bWYxbPty_uwYgsXxbyWSMg-MCrjP03QuAohl6dwZxtPoAbXoeDnOC1 LTA6N?DyWOJn NOTES- 11)N/A 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. 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 MiTekOO 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 MiTpr k* • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ire n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441062. 119047_GLOB-TI-WAL CG Common Girder 1 q i __.. _.. .. J Job Reference(optiona)_ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:05 2016 Page 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-gPP5cM42fUwYNGB77eOeLN8ci2QkITIUigrxXfyWOJm -_- -_ 43-8 __- __..8-1-5 ,-.____ 120-0_____ , -.15-10-11._._ i 19-4-8 i ----._.2400 4-7-8 3-5-13 3-10-11 3-10-11 3-5-13 4-7-8 5x8 Scale:3/16"=1' 4 //IN i a 1 lot 4 7 ro a �; 1712 1 8 11 19 20 10 21 22 9 23 24 8 25 26 0 8x12 % 3x8 II 8x8- 10x10- 8x8 -- 3x8 !I 8x12 C I 4-7-8 i 8v1-5_..___I-_._. 12-0-0 I 15-10-11 1 19-4-$ I _... _24,0-9_- -___ .._...--4b8__ 3-5-13 3-10-11 3-1_0,11 3-5-13 4-7-8 Plate Offsets(X,Y)-- [1:0-5-0,Edge],[2:0-0-8,0-1-12],[3:0-1-4,0-2-0],[5:0-1-4,0-2-0],[6:0-0-8,0-1-12],[7:0-5-0,Edge],[8:0-4-12,0-1-8],[9:0-3-8,0-4-4],[11:0-3-8,0-4-4],[12:0-4-12 ---__0-1-8] SPACING- -0 CSI. DEFL. in c) d Roof Snow=30 00 Plate DOL 21.15 BC 0.70 Vert(CT) -0.33 1(0011 l>999 $/p PLATES GRIP LOADING(psf) er DOL 886 (TCLL ) MT20 220/195 TCDL 7.0 Rep Stress Ina NO WB 0.93 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:514 lb FT=20% BCLL 0.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-9 or nodi s. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc br.-' . WEBS 2X4 DF Std G*Except* ,(� ."VPre'S WEDGE 4-10:2X4 DF No.1&Btr G >AG k- /0 Left:2x8 SP No.2,Right:2x8 SP No.2 892000E 9,, REACTIONS. (lb/size) 1=11161/0-5-8,7=11048/0-5-8 Max Horz 1=-287(LC 6) Max Uplift 1=-2123(LC 8),7=-2176(LC 9) TO FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OREGON �Lj/ TOP CHORD 1-2=-16424/3132,2-3=-12831/2530,3-4=-9500/1998,4-5=-9497/1998,5-6=-12234/2465, / Q}. f�4 '{ - 6 715013/2952 d 14,2 RP' " BOT CHORD 1-17=-2497/12563,12-17=-2497/12563,12-18=-2497/12563,11-18=-2497/12563, 11 11-19=-1883/9805,19-20=-1883/9805,10-20=-1883/9805,10-21=-1747/9316, 21-22=-1747/9316,9-22=-1747/9316,9-23=-2206/11518,23-24=-2206/11518, 8-24=-2206/11518,8-25=-2206/11518,25-26=-2206/11518,7-26=-2206/11518 EXPIRES' 12/31/2017 WEBS 2-12=-927/5041,2-11=-4104/914,3-11=-1195/6293,3-10=-5081/1126,4-10=-2414/11724, 6-8=-756/3851,5-9=-1066/5081,5-10=-4105/1019,6-9=-3275/800 NOTES- 1)N/A 2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: -£,�.�ZR1�� Top chords connected as follows:2x4-1 row at 0-7-0 oc. lv> Bottom chords connected as follows:2x6 3 rows staggered at 0-4-0 oc. .4<•9vaas � Webs connected as follows:2x4-2 rows at 0-4-0 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 fi ...... j 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=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ''t ! ' (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 it 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 51398_0 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 (. �$ t j EKY �G�, fit between the bottom chord and any other members. .'S'S &'S{ 8)A plate rating reduction of 20%has been applied for the green lumber members. 10NAL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=2123, 7=2176. Continued on page 2 October 6,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M5-7473 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 MI ll. 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 \iTeka I 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,D58-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Rafe Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type ',Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441062',. 19047 GLOB-T1-WAL ICG Common Girder 1 Job Reference(optional) • Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:05 2016 Page 2 I D:gAUh6bWYxbPtyuwYgsXxbyW SMg-q PP5cM42fUwYNGB77eOeLN8ci2OkITIUigrxXfyW OJm NOTES- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)358 lb down and 82 lb up at 0-6-12,471 lb down and 74 lb up at 2-6-12, 3915 lb down and 797 lb up at 4-7-8,1982 lb down and 325 lb up at 6-6-12,1671 lb down and 331 lb up at 8-6-12,1671 lb down and 331 lb up at 10-6-12,1647 lb down and 344 lb up at 12-6-12,1647 lb down and 344 lb up at 14-6-12,1647 lb down and 344 lb up at 16-6-12,1647 lb down and 344 lb up at 18-6-12,and 1647 lb down and 344 lb up at 20-6-12,and 1647 lb down and 344 lb up at 22-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74,4-7=-74,1-7=-20 Concentrated Loads(Ib) Vert:12=-3915(B)14=-358(B)17=-471(B)18=-1982(B)19=-1671(B)20=-1671(B)21=-1647(B)22=-1647(B)23=-1647(B)24=-1647(B)25=-1647(B)26=-1647(B) • • • 41,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 on 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 ire li i>' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 IPly GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441063 119047GLOB-T1-WAL H01 1GABLE ',1 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:06 2016 Page 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-JbzTgi5gQo2P_QmJhMvttbgunSwFU6PexUbU35yWOJl 10-6-4 ____... 13-0-0 16-3-0 19-6-0 21-0-8 22-0-8 1-0-0 10-6-4 2-5-12 3-3-0 --._- 3-3-0 1-6-8 1 0 0 4x4 -- Scale=1:59.0 10 9 11 8 12 • 10.00 12 40 41 7 13 6 III 11 1 5x6 '� di I I', 14 5 I1 32 - 4 39 31 19 42 3 15 4x4 2 ' 5x6 II '•-•'- 7 �y 1 HZ 1 41 A. IICp........�� ,1g � :q_17 4x4 1, 10.00 112 18 29 28 27 26 25 24 23 22 21 20 506�� 304 3x4- 3x4 — 21-0-8 .-_.._ 13-0-0 L 16-3-0 I 19-6-0 19 11 8 1300.____ ...-._.-__' 3-3-0 73-0- 0-5' 91-1-0' Plate Offsets(X.Y)-- [2_Q2 1 0-1-8]_[16:0-2-1,0-1-81[18:0-3-0,0-2-1).[20;0-2-0,0-1-11] _ _ LOADING(psf) 1 TCLL 30.0 I SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 19 >999 240 I MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.02 19 >999 180 BCLL 0.0 I Rep Stress Incr YES WB 0.17 Horz(CT) 0.02 18 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 L- (Matrix-S) Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 10-22 OTHERS 2X4 14-21:DX6 DF G No.2 G JOINTS 1 Brace at Jt(s) 31 ,S.C I � MiTek recommends that Stabilizers be installed during truss erection,' get. :an e with Stabilize Installation guide. , . 89200PE *7-. REACTIONS. All bearings 13-0-0 except(jt=length)18=0-5-8,20=0-3-8. (Ib)- Max Horz 2=-275(LC 10) Max Uplift All uplift 100 lb or less at joint(s)23,24,25,26,27,28,29,20,2 except2=-190(LC 10),18=-209(LC 13),21=-169(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,23,24,25,26,27,28,29, O 20 except 18=378(LC 1),21=329(LC 21),22=490(LC 23) RE��N to 11! FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �d �� R,Q. TOP CHORD 2-3=-268/452,3-39=-212/415,4-39=-207/441,4-5=-147/422,5-6=-110/405, c iR R t Lt.. 6-7=-73/387,740=46/361,8-40=-35/385,8-9=-56/411,9-10=-82/387,10-11=-90/373, 11-12=-26/392,12-41=0/325,13-41=0/316,13-14=0/291 WEBS 14-19=-124/335,21-30=-407/165,30-31=-325/123,31-32=-289/74,14-32=-265/63, EXPIRES: 12/31/2017 10-22=-460/7 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-6-4,Exterior(2)10-6-4 to 13-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber iR. _ RRILL,zi DOL-1.60 plate grip DOL=1.60 4+" 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry9 (?o WAS 1-1R,e> Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �Q' r" V,A 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 s jj 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs fr ,;f, �1;; non-concurrent with other live loads. .1 - - 5)All plates are 1.5x4 MT20 unless otherwise indicated. wirf 6)Gable studs spaced at 1-4-0 oc. ,.Qv' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $1398 der 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., 4,,,,51398,10 Th' fit between the bottom chord and any other members. aS CS 9)A plate rating reduction of 20%has been applied for the green lumber members. xONAL 10)N/A Continued on page 2 October 6,2016 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,nottal.. 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 11iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 ii fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Corona,CA 92880 11 Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC • K2441063� 19047_GLOB-T1-WALE,H01 1GABLE 1 1 --- ----- -- --- ---- Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:06 2016 Page 2 ID:gAUh6b WYxbPty_uwYgsXxbyWSMg-JbzTgi5gQo2P_QmJhMvttbgunSwFU6PexUbU35yWOJI NOTES- 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)18.This connection is for uplift only and does not consider lateral forces. 12)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)20.This connection is for uplift only and does not consider lateral forces. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. 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 MiT ' • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the• MiTek P4k 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 I Truss Type ,Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441064', 19047_GLOB-TI-WAL H02 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:07 2016 Page 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-nnXs1261B5AGcZLVF3Q6OoD01sDwDWrn98K1bYyWOJk -1-0-0, 5-5-1 -_. -____- 10-6-4 13-0-0 16-3-0 19-6-0 -.__21-0-8 22-0-8 1-0-0 5-5-1 5-1-3 2-5-12 3-3-0 3-3-0 1-6-8 1-0-0 4x6 Scale=1:56.4 4 20 21 1000 12 1.5x4 3x6 Q 0 3 5 or S. 19 10 22 1.5x4 6 m 4 Irl 2 I/ '6 5x6 I ___ - — - ��� 10.00 12i9a 1-�w 8 12 23 24 I 304 3x4= 5x8 / 5x6�� 3x4 = 21-0-8 I _ .. _ 7-1-7 __.. -__ ___12-9-4 13.0.0 16-3-0 • 19-6-0 19-8.12 1 7-1-7 5-7-13 0 -2 3-3-0 3-3-0 0- 12 2 1-3-12 Plate Offsets(X.Y)-- [2:0-1.9,0-1-81.[7:0-2-1,0-1-81,[9:0-3-0,0-2-1],111:0-5-0,0-2-0j_ LOADING(PS30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.05 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.10 12-15 >999 180 • BCLL 0.0 * Rep Stress lncr YES WB 0.35 Horz(CT) 0.02 9 n/a n/a ADL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 4-11 (� 13 .; g MiTek recommends that Stabilizers ar. -- kir`� . , be installed during truss erection,i • Or 7,p;�r >q-, s/ Installation guide. C.,..-' 4' REACTIONS. (lb/size) 2=596/0-5-8,11=1180/0-5-8,9=349/0-5-8 $' Max Horz 2=-275(LC 10) 92C�OPE { Max Uplift2=-152(LC 12),11=-120(LC 12),9=-191(LC 13) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=-512/168,3-19=-415/186,3-20=-443/259,4-20=-419/275,4-21=-37/408, 0 Cr 5-21=-62/294 -7 ", OREGON X11/ tX BOT CHORD 2-12=-149/446,9-10=-187/272 /O )r [ r�Q� WEBS 4-11=-876/100,4-12=-218/563,3-12=-358/302,5-10=-147/343,5-11=-310/120 1Q NOTES- R t LL 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-6-4,Exterior(2)10-6-4 to 13-6-4 zone;cantilever EXPIRES: 12/31/2017 left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0rLL 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,with BCDL=10.0psf. " %V WASjId 6)A plate rating reduction of 20%has been applied for the green lumber members. 't 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,11,and 9.This connection is for / Apr � "gyp uplift only and does not consider lateral forces. j: 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and A"gypsum j sheetrock be applied directly to the bottom chord. j/ 51398 zri �'.� . G/S P ' -10INTAL P' October 6,2016 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 MiTekOO connectors.This design is based only upon parameters shown,and is for an individual building component,notMil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k ITe ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the (i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 ITruss Type 'Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441065 19047_GLOB-TI-WAL H03 'FINK 2 '.. 1 'Job Reference(optional) -_-- - Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:08 2016 Pagel I D:gAUh6b WYxbPtv_uwYgsXxbyW SMg-F_SEFN6xyP17EjwiomxLzOmCHGY6ywTxOo4b8_yW OJj -1-0-9,. _.. 5-5-1 -.. _ _1064------- -t---_._ _15-7r7_ _-. 19-11-8 __.--- 1-0-0 5-5-1 5-1-3 5-1-3 4-4-1 4x6 Scale=1:59.3 4 '',, 10.00 121 sx4 17 18 � -�� it[1c,Sr, 'V 4x4'� c;C ''j, EjT p"f/ 3 5 144 19 89200PE �v- 3x4 16 ir 6 7 OREGON 4/ 2 �� �� • s y 14,2- -�` X 0'1 1,1 0 p 41 2ili F?R 11-1- 10 14 15 9 87 3x4-- 3x4- 4x4-- 3x4 i' EXPIRES: 12/31/2017 7-1-7 --- -'t__------13-11-1 119-11-8 -._.I --------7-1-7 6-9-9 - ----- 60-7_ Plate Offsets(X Y)-- [2:0-1 9,0-1-8]_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.08 9-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.15 9-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.02 8 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-S) Weight:111 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing 6-8:2X4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 2=1009/0-5-8,8=921/0-5-8 Max Horz 2=286(LC 11) Max Uplift2=-195(LC 12),8=-145(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-1152/209,3-16=-1040/227,3-17=-1016/309,4-17=-889/325,4-18=-798/312, 5-18=-924/296 BOT CHORD 2-10=-210/905,10-14=-48/570,14-15=-48/570,9-15=-48/570,8-9=-120/672 WEBS 3-10=-352/302,4-10=-216/577,4-9=-178/397,5-9=-206/267,5-8=-864/136 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-6-4,Exterior(2)10-6-4 to 13-6-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Sr. PRILL fit between the bottom chord and any other members,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 1�JASI � 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 8.This connection is for uplift 'C , '�1b 9 � onlyand does not consider lateral forces. fly ^,_ 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and A gypsum � c sheetrock be applied directly to the bottom chord. o./ ior ,0 p 51398,0 4,, `$''ONAL October 6,2016 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,notMil' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 MiTek' I 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 1, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Corona,CA 92880 Job Truss Truss Type laty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC IK2441066 '19047_GLOB-T1-WAL ',H04 FINK 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:08 2016 Page 1 I D:gAUh6bWYxbPtv_uwYgsXxbyWSMg-F 5EFN6xyP17EjwiomxLzOmASGZGyyUxOo4b8_yWOJj -10-0` -------.__5-5-1_ -------- __ .. 106-4._---- - 12-5-8 1-0-0' 5-5-1 5-1-3 1-11-4 5x6 Scale=1:56.4 4 3x4 - 5 QQ`�� P R Qp 10.00 1z1.5xa 15 ��C.� {�lGIN 6> Cry , 3 SII �' C7JI-E. �f d n 14 r , OREGON 1/5 LAt -y\//„, �oBY 14 2.pQP" RR1L - '% 8 12 13 76 3x4 / 3x4 4x6 - EXPIRES: 12/31/2017 I --------7-1-7 --- I t2-5.8_- I 7-1-7 5-4-1 Plate Offsets(X Y)- t2:0-1-90_-1-81_ -.__ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.03 8-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.10 8-11 >999 180 BCLDL 0.0 *7.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.01 7 n/a n/a I BCDL 10.0 Code IBC20151TP12014 (Matrix-S) I Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 4-7 5-7:2X4 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. (lb/size) 2=663/0-5-8,7=562/Mechanical Max Harz 2=380(LC 11) Max Uplift2=-113(LC 12),7=-179(LC 12) Max Gray 2=663(LC 1),7=638(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-635/151,3-14=-549/170,3-15=-507/260,4-15=-457/276,4-5=-248/273 BOT CHORD 2-8=-312/518 WEBS 3-8=-364/305,4-8=-245/542,4-7=-633/399 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-6-4,Exterior(2)10-6-4 to 12-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LL, 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 §1 fit between the bottom chord and any other members,with BCDL=10.0psf. -4 OV�T3AJj/ -;2s 6)A plate rating reduction of 20%has been applied for the green lumber members. 't' s r,' 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)except(jt=lb)7=179. .. �",, 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and ; does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ,d •1r F sheetrock be applied directly to the bottom chord. 51398 Ak° JONAL'e \ October 6,2016 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,notMI 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 lYt 1' iTekr is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i iC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Corona,CA 92880 !Job Truss Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441067 19047_GLOB-TI-WAL JA03 Jack-Partial 111 1 ------ -- _-._i ;Job Reference(optional) 7.640 s Sep29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:092016 Page 1 Pacific Lumber&Truss Co., Beaverton,OR 970059 1 ID:gAU h6b WYxbPtv_uwYgsXxby WSMg-jAfcSj7ZjjQrtVuMUSaVDIO3ftehV14dSp8gQyWOJi -1=0-0 __. 1-10 15---. 3-6-13.- ----- ------ --_- 8-0-0-------. 1-0-0 1-10-15 1-7-13 4-5-3 -- -_--- 3 Scale=1:21.4 c;`J VIN &' <2 CCf V `z" 89200PE ' 10.00[12 8 - �OREG( �ctr /a 1'4,11')' 4 2. ' �4 'fii'R SIH- �' EXPIRES: 12P:115120'17 0 1 �i o 4 3x4'i F --.__ 3-6-1 1...111 1- 13 ---- 8-0-0_ ..-- - ; 3-0-1_ 0-0-12 _ 4-5-3 POffsets(X Y)--)•2:0-1-9,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.25 4-7 >382 180 TCDL 7.0 Rep Stress Ina: YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 l (Matrix-S) Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=113/Mechanical,2=317/0-5-8,4=62/Mechanical Max Horz 2=163(LC 12) Max Uplift3=-83(LC 12),2=-13(LC 12) Max Gray 3=121(LC 20),2=317(LC 1),4=121(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-6-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. OLL 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and CTS , does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum A.tti G C� sheetrock be applied directly to the bottom chord. s'"�4 > ,(�/+ '' A6 'j '.,,,pr 51+D�nnpp 3787 v �4'GJSTT ' +' cr q October 6,2016 41,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. s Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY� 1 Ilei:' A�T is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the E4 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,056-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 __-1111 'Job I Truss Truss Type ,Qty !Ply '.GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410681: 19047_GLOB-TI-WAL ,JA04 Jack-Partial '1 1 ,_ _.._ 'Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:09 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-jAfcSj7ZjjQrtVuM USa V DlMwftghVl4dSp8gQyW OJi 1-0-0_.__F__ ___2-63------ . _._ 49.3-__._ _. ----80-0 1-0-0 2-6-3 2-3-0 3-2-13 Scale=1:26.7 3 • III 10.00 112 GS � R()Fes w„r `C. .. Vz c:3:* E.' � 8 �� 89200PE �` 2 ,f.,,,OREGON �1(, IM i � - - re' All 14,26 �,-�- 1 Ir � BRIO- 4 3x4/ EXPIRES: 12/31/2017 I__-_ _ 444 4-81-3 8-0-4 I 4-8-7 _.. 0-0-12__..._ 3-2-13 _ .... Plate Offsets(X Y)E.12:0-1-9.0-1 J_ --- _ LOADING(psf) 1 TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.26 4-7 >371 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015fTP12014 (Matrix-S) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. l REACTIONS. (lb/size) 3=142/Mechanical,2=374/0-5-8,4=64/Mechanical Max Horz 2=208(LC 12) Max Uplift3=-118(LC 12),2=-20(LC 12) Max Gray 3=153(LC 20),2=374(LC 1),4=122(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-8-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)3=118. RRTLL, 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and O � ` does not consider lateral forces. ' � f 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum Ai f? `s-\ sheetrock be applied directly to the bottom chord. - It- - v° 51398 °rt �4crsTE 8/ONAL 1 October 6,2016 WARNING-Verily 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,notMIMI 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'fi 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,006-89 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 ITruss Truss Type ',Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441069 19047_GLOB-T1-WAL 'JA05 Jack-Partial 1' 1 _-_ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inca Wed Oct 05 16:54:09 2016 Page 1 I D:gAUh6b WYxbPtv_uwYgsXxbyW SMg-jAfcSj7ZjjO_rtV uM USaV DI LQfthhVl4dSp8gQyWOJi -1-0-0 .- ----__ 3-1-6_.-. 5-11-9. .. _----8 D 0 _- 1-0-0 3-1-6 2-10-3 2-0-7 Scale=1:31.7 3 I 10.00 12 ,so PR QF-, �G GIN R 0 6' `- 89200PE 1' 8 1- �OREGON A,44/ z _ T. <5 Y 1 Q>2 `A- 1 ® ° RRtL\ �''P 4 4x4 EXPIRES: 12/31/2017 __..___ 5-10-13 _.__....__ 5-11-9 8-0-0 L.__ _..5.10-13 0-0-12 2-0-7 Plate Offsets(X,X)-- 12:0-0-0.0-0-4] _ - LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.26 4-7 >361 180 BCLL 0.0 ' Rep Stress Incr YES i WB 0.00 Horz(CT) 0.01 2 n/a n/a Code IBC2015/TPI2014 (Matrix-S) Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing l be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=174/Mechanical,2=429/0-5-8,4=67/Mechanical Max Horz 2=252(LC 12) Max Uplift3=-151(LC 12),2=-29(LC 12) Max Gray 3=187(LC 20),2=429(LC 1),4=123(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=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-10-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=151. ORB-ILL ,Cr,.. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. .�� o'WA Sj�11 -1*J, 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and' "gypsum 0N' ' ' / sheetrock be applied directly to the bottom chord. p ". 0 , iiii : . 51398 , October 6,2016 IMMO WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®O connectors.This design is based only upon parameters shown,and is for an individual building component,notMI- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing `'F 1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 (i 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 1Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC ' K2441070'. ��;19047_GLOB-T1-WAL ',JA06 Jack-Partial 1 ' 1 ,1 __I i Job Reference(optional) Pacific Lumber&Truss Co., --- _ --- --_-_ :___-- _-_-- -- ----._-_ -- �. . Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:10 2016 Page 1 ID:gAUh6b WYxbPtv_uwYgsXxbyW SMg-BMC g38BUOYrT144wBp2RrUR3BZQy?Dr6ZhCsy W OJh 1D-0_� 49.3________--T_ -Z-29_ _------i-8 0-0_- 1-0-0 4-0-3 3-1-13 0-10-0 Scale=1:36.8 3 10.00 112 �{��V PR ,�t^i7 ��� t iNE�' siQ,- 9 89200PE 8 OREGON 4 T. O 1 �l O SFR R11-k- 4 t1-k-4 3x8% EXPIRES: 12/31/2017 I il7=0 +Bv0 0H -- ---- _..... -__------- 7-2-0 0-10-0 PlateOffsets(X,Y)-- [2:0-19.0-1-8) LOADING(P530.0) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.27 4-7 >351 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a I BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No,1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 ; be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=207/Mechanical,2=481/0-5-8,4=70/Mechanical Max Horz 2=297(LC 12) Max Uplift3=-183(LC 12),2=-38(LC 12) Max Gray 3=222(LC 20),2=481(LC 1),4=123(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-1-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=183. , ,-R.RILL 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4 � � does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''1"gypsum 00, C}, ' sheetrock be applied directly to the bottom chord. �=; ,• 0. rt, k 51398 .,,.• O., crs . •Y° .461 `�`'ONAL � October 6,2016 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mil 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" k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the a 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441071 19047_GLOB-TI-WAL '.JA07 Jack-Partial '2 1 - - -- - -_' Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16.54:10 2016 Page 1 I D:gAUh6bWYxbPtv_uwYgsXxbyW SMg-BMC_g38BUOYrT144wBp2RrSV3A4Qy7Dr6ZhCsy W OJh 1 0-Q>_. ------9-0-3 fl-0-0--- 8=4-6 1-0-0 ' 4-0-3 3-11-13 0'4-6 Scale=1:42.5 3 p m ob . 1 10.00 12 � RcO PRQI 2 'L 'r--.4'. 89200PE �� 8 OREGON i> At, 2 i -/y, 14 2a\ ..*t,. A 14111. 1R R 1 L� e' 3x8-' 4 EXPIRES: 12131/2017 i_._ 8-0-0 I 8.0-9 Plate Offsets(X,Y)-- [2:0-19.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.28 4-7 >342 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:28lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE 1 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 3=237/0-4-6,2=528/0-5-8,4=74/Mechanical Max Horz 2=338(LC 12) Max Uplift3=-212(LC 12),2=-45(LC 12) Max Gray 3=254(LC 20),2=528(LC 1),4=124(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-258/96 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 8-2-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. ,iV ARilit,g 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift vi only and does not consider lateral forces. WAS 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. a k y1 /'1 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''/"gypsum be applied directly to the bottom chord. -'"I k_. 'or 51398 ` '-' :GJS -P' 'ONALS October 6,2016 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 %Ye 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/P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Corona,CA 92880 L 1 Job Truss I Truss Type Qty 1Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410721 119047_GLOB-T1-WAL IJA08 Jack-Partial 1,2 1. 1 ,. 1_-_ Job Reference(optional)- _._-- --------------... ------ -- - __.. Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Oct 05 16:54:11 2016 Page 1 ID:gAUh6bWYxbPty_uwYgsXxbyWSMg-fZmMtP9pFKgh5BfHUvV2aeNdMTW P9PFN4mIFkJyWOJg -1n0,0__.-__._-__40-3. 8-0-0--- ---- -9-6-13 1-0-0 4-0-3 3-11-13 1-6-13 4 Scale=1:48.8 M . O 3 10.00liz1 10 co ��{) PRO 11 2 oJ I 1� CZ- 89200PE 1. 9 I CC d OREGON t„ A1C/ fi14 Ld `� i 71i 12 ii ,}iv RRt,-1- 3x8'i 5 EXPIRES: 12/31/2017 8-0-0 8-0-0 Plate Offsets(X Y)-- [2:0- -9 1 ,0-1-8)_ -_--- - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.49 VertCT -0.28 5-8 >343 180 TCDL 7.0 Vert(CT) BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BC.DL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. , REACTIONS. All bearings Mechanical except Qt=length)2=0-5-8,3=0-3-0. (Ib)- Max Horz 2=387(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-257(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=526(LC 1), 3=307(LC 20) FORCES- (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-291/152 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-6-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 0D R TLS 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)4. O WAS ,A 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift Q Cf only and does not consider lateral forces. /'s' ' 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. t' . . Es 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum - ")e sheetrock be applied directly to the bottom chord. 4 51398 "IONALVv. ;\- October 6,2016 -- 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 MiTnk®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. Brocing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' AjTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t 1� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 t. 'Job ,Truss I Truss Type Qty ,Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441073 19047_GLOB-T1-WAL 'JA09 ,Jack-Partial .1 1 '' -__ - 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:11 2016 Page 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-fZmMtP9pFKgh5BIHUvV2aeNdMTWP9PFN4mIFkJyWOJg -1-0-0, 4-0-3 .._... 8-0-0 1041-12 1-0-0 4-0-3 3-11-13 2-8-12 5 Scale=1:54.2 4 0 it 3 10.00 12 11 ,\ fk“) p� opt ... vI'� 89200PE If.., rn d o c 10 OREGON itv: 2 / I iQ4. "/�,' 14,V\400..0- 1 .77 o , 4. RRtL\ 3x8'i 6 - EXPIRES: 12/31/2017 I 8=0-0._--- I -- _-._.------- - -- -__--- 8-0-0 Plate Offsets Y)-- [2:0-1-9,0-1-81-- -- _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.08 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.28 6-9 >343 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer Installation guide. -__ i REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0,4=0-1-8. (Ib)- Max Horz 2=430(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=-276(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=526(LC 1), 3=330(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-322/199,10-11=-276/234,3-11=-268/255 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. - A RRJL 4, 7)Refer to girder(s)for truss to truss connections. S+" 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. .. O WA j ��1 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. l C ' 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 4.This connection is for uplift wt Q� ry p only and does not consider lateral forces. ,,,. 1P ,y 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ...=j 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum . / sheetrock be applied directly to the bottom chord. '� 4, 51398 4,, °. -' rs S`'iONALS 1 October 6,2016 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,notMil, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 I Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441074 19047_GLOB-TI-WAL ''.JB01 Jack-Open 2 1 -- ---. -- -.. .---- --- - ____ Job Reference Optional)_ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:12 2016 Page 1 ID:gAUh6b WYxbPtv_uwYgsXxbyW SMg-71Kk41AR0eoYiLET1 c0H7swvltvLusV WJQ2oHlyWOJf F.. -AAA 6-13_--_ -_-_ 8-0-0__ 1-0-0 3-6-13 4-5-3 _.-. n 3 Scale=1.21.4 Y2 ,1J Pi ot'T`0, ,N,. ,.\'}fia t N&-.t,.t /0 5-c- 89200PE 10.00 12 8 '7 1.,‘," 6 itiqY 14 2° ,-}- PRO- EXPIRES: 2r a17 C; 4 3x4'i I -._. __ 3-6_1 -__8/13._ __. __. 8-0-0. _._ 3-6-1_- -_- 0-0-12 ... 4-5-3 Plate Offsets(X.Y)-- [2:0-1-9.0-1-8] TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP LOADING(psf) (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.25 4-7 >383 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) 0.00 2 n/a n/a Code IBC2015/TP12014 (Matrix-S) Weight:19 lb FT=20% BCDL 10.0 9 LUMBER- BRACING_ TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. J REACTIONS. (lb/size) 3=113/Mechanical,2=317/0-5-8,4=62/Mechanical Max Horz 2=163(LC 12) Max Uplift3=-83(LC 12),2=-13(LC 12) Max Gray 3=121(LC 20),2=317(LC 1),4=121(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-6-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. -A SRR L ' 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and S�" does not consider lateral forces. 4 ov WAS , '> 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum /.=----,-- "C sheetrock be applied directly to the bottom chord. _iA '`�,•µ O, 1 4, 51398 _Lka ,A. OtSTV- October 6,2016 MUM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. $ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,Tek' 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/TP11 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 I Truss Type Qty Ply '..GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441075. 19047_GLOB-T1-WAL JB02 Jack-Open '2 ''., 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:12 2016 Page 1 ID:gAUh6bWYxbPty_uwYgsXxbyWSMg-71Kk4IAR0eoYiLET1 c0H7swt9tvNusVWJQ2oHIyWOJf 1-0-0.. I. _493-- -- -.-. 8-0-0 1-0-0 4-9-3 3-2-13 Scale=1:26.7 3 10.00 12 ��n 0 ("RQoc GIN �G,4 /Q 8 4Gf 89200PE mac' 4 CC 2 -52_ 4,/OREGON tx ,..4„,of 1 �_ � R R 10-p' 4 3x4-i EXPIRES: 12/31/2017 __..___ 4-8-7 _..__. 4-0r3 _.._ 8-0-0 4-8-7. _ -0-0-12 3-2-13 -Plate Offsets_(X,Y)-- [2:0-1-9,Q_1-8] - __- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.26 4-7 >371 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.t&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer • Installation guide. i REACTIONS. (lb/size) 3=142/Mechanical,2=374/0-5-8,4=64/Mechanical Max Horz 2=208(LC 12) Max Uplift3=-118(LC 12),2=-20(LC 12) Max Grav3=153(LC 20),2=374(LC 1),4=122(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=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-8-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)3=118. 2 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)2.This connection is for uplift only and -OtRILs q ,,,, does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. y ��� Q --.1- • , 51398 4A 2 'cjs- ONALE October 6,2016 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.Thu design is based only upon parameters shown,and is for an individual building component,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 P� 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441076 19047_GLOB-T1-WAL JB03 Jack-Open 12 '', 1 ---- ----- Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:12 2016 Page 1 ID:gAUh6b WYxbPtv_uwYgsXxbyW SMg-71Kk4IAR0eoYiLET1 c0H7swsftvOus V WJQ2oHIyW OJf 1-0-0 ----_ _-. 5-11-9 ---._ __---- _-800 1-0-0 5-11-9 2-0-7 Scale=1:31.7 3 1',.,. 10.00 12 cik0 's,'(<- r"f 1 op4LJC' z. to `Z" 89200PE vc- 9 8 1 A. � OREGON 1U ci 2 o a o 14,E � RR1LA, 4 4x4 EXPIRES: 12/31/2017 - -_- 5-10-13------ __-5-11-9 8-0-0 _.__1 5-10-13 0-0-12 2-0-7 Plate Offsets(X Y)-- [2:Q-0-0.0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 I TC 0.29 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.31 VertCT -0.26 4-7 >361 180 TCLL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * BCDL 10.0 L Code IBC2015/TP12014 (Matrix-S) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. I REACTIONS. (lb/size) 3=174/Mechanical,2=429/0-5-8,4=67/Mechanical Max Horz 2=252(LC 12) Max Uplift3=-151(LC 12),2=-29(LC 12) Max Gray 3=187(LC 20),2=429(LC 1),4=123(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-10-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=151. +�vItRILL 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 1�" does not consider lateral forces. 4\4 iv WAS E '7+ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Vu"gypsum t •-;:isheetrock be applied directly to the bottom chord. / O .14' "" 51398 ° -G.rsT '514NAL October 6,2016 Al 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 Mitch®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 ;Tet.R 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 4 Job Truss Truss Type Qty ',Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441077 1119047_GLOB-T1-WAL :JB04 Jack-Open 2 1 _-- -_. _----- -.. --_. --- --... Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:13 2016 Page 1 ID:gAU h6bWYxbPty_uwYgsXxbyWSMg-bxu715A3nxwPKU pfbKXXg3T?g H DGdJIgY4nMpByWOJe 1-0.0-r- - - -_-_7-2-0 '8-0-0. 1-0-0 7-2-0 0-10-0 Scale=1:36.8 3 10.00'',,12 r� (2' Vr ry i eN ,(�(�t co 9 '' 89200PE c"- 8 Cr y OREGON �4, P '� EP/R 11-x-e' 4 3x8'/ EXPIRES: 12/31/2017 __ ---_ 7-2.0- .. 18-0-0 I 7-2-0 0-10-0 Plate ets(X.Y)-_12:0-1-9 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.27 4-7 >351 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 BCDL (llp_ Code IBC2015/TP12014 (Matrix-S) Weight 26 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (Ib/size) 3=207/Mechanical,2=481/0-5-8,4=70/Mechanical Max Horz 2=297(LC 12) Max Uplift3=-183(LC 12),2=-38(LC 12) Max Gray 3=222(LC 20),2=481(LC 1),4=123(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-1-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=183. RRIj, 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and ,,y- does not consider lateral forces. O tf 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Vu"gypsum i xt `7..55�V. sheetrock be applied directly to the bottom chord. �� , fl w- ilee, Ail thy 51398o ' ,..7,9.,„ "CONAL -0\ October 6,2016 -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This deign 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 BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I Job ITruss Truss Type Qty Ply 1 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC I K2441078 19047_GLOB-TI-WAL IIJB05 Jack-Open 21 �', 1 I _Job Reference(optional)-_ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:13 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxby W SMg-bxu715A3nxwPKUpfbKXXg3TzkHCndJIgY4nMpByW OJe -1-0.0.. 8-0-0 ------- -._--__-__ ----8-4-6 1-0-0 8-0-0 0-4-6 Scale=1:42.5 3 M p e 10.0012 1,0 P ROPE- C� * - 4:.-,9 .9 'Q r 9 Ir vI '4 -'lCC' 89200PE c- 6 tO SC y OREGON �ltr I M 2 <� -.1k. 7 4 , dN �-.�. 1 RRtLA- ' I 3x8 -'.% 4 EXPIRES: 12/31/2017 I 8-0-0 ----._-I 8-0-0 Plate Offsets(X,Y)- [-2_Q-1-9,Q_1-81 -_ - _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) TCDL 7.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.28 4-7 >342 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10-Q Code IBC2015/TP12014 (Matrix-S) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer Installation guide. - - REACTIONS. (lb/size) 3=237/0-4-6,2=528/0-5-8,4=74/Mechanical Max Horz 2=338(LC 12) Max Uplift3=-212(LC 12),2=-45(LC 12) Max Grav 3=254(LC 20),2=528(LC 1),4=124(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-258/96 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 8-2-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. Rr� 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift , f.4 only and does not consider lateral forces. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. s- `,- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''A"gypsum / I. iti �p sheetrock be applied directly to the bottom chord. =� /g?i '.�. . �t ," S1398 -4., "'GIST Y -IONALV, October 6,2016 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 MiTekOO 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 Marek 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/TPIt 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 GLOBAL HOUSING-TRACT I SW WALNUT TERRAC K2441079 19047_GLOB-T1-WAL MO1 1Common Supported Gable 1 1 ------ _._---- - _ -------- ----_ __ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:14 2016 Page 1 I D:gAUh6b WYxbPtv_uwYgsXxbyW SMg-47S W RBhXF3GyeNr912mC H?FdgfsMlcpmkXvLeyWOJd -1-0-0_. _-... ---.. __--__4-L0______ ___.-..-__-.. . _._ __------ _ _8-80 _____ __._. -_- 9-8-0__.__ 1-0-0 4-4-0 4-4-0 1-0-0 4x4 -- Scale=1:20.1 SII 1.5x4 1.5x4 6.00 112 5 3 14 13 15 16 r j io 10 9 8 3x4 = 1.504 ' 1.5x4 11 1.5x4 I 3x4 = _...____. 8-8-0 _._._ 8-8-0 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 30.0 (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 6 n/r 120 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 * Rep Stress InaYES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 1 (Matrix) Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and requir-• be installed during truss erection,in acco ;-y0.-ah}3 i p- Installation guide. C 1 REACTIONS. All bearings 8-8-0. �� )N � a© (Ib)- Max Horz 2=52(LC 14) w �i3t Max Uplift All uplift 100 lb or less at joint(s)2,6,9,10,8 80200P C Max Gray All reactions 250 lb or less at joint(s)2,6,9 except 10=283(LC 21),8=283(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-10=-217/280,5-8=-217/280 , OREGON X10 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 /O '9Y 14 25 4 (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 4-4-0,Corner(3)4-4-0 to 7-4-0 zone;cantilever left jl. f?j�' and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 fiR R(},,,-\.- plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. EXPI RES: 12/31/2017 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. LL,4,1 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e4T 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will , fit between the bottom chord and any other members. / Q . ' 10)A plate rating reduction of 20%has been applied for the green lumber members. '74 f9r _- 'o 11)NIA -"a - `'ir.,I� - J F 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,6. r 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. , 1 7 ,p 51398 at , , GIST ° �$' `s'1ONAL. �' October 6,2016 AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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/TPIl Quality Criteria,054-89 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 T 'Job Truss i Truss Type Qty IPly �GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441080', 19047_GLOB-T1-WAL M02 Common 2 1 -__ Job Reference(0950551) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:14 2016 Page 1 I D:gAUh6b WYxbPtv_uwYgsXxbyW SMg-47S W RBhXF3GyeNr912mCH?ELgeAMIvpmkXvLeyW OJd -1-0-0 _----- - ---------.4-4-0.-. _ .---. _----- --. ..----- 8-80 _---_ __._ -9-8-0.. 1-0-0 4-4-0 4-4-0 1-0-0 Scale=1:20.1 4x4 - 3 6.00 12 16 \ 14 17 cc? 18 13 2 — 4 Or Jo 6 6.5x4 3x4 --= 3x4-- ---4 D.- — -----..._.__8-84L --- 4-4-0 _ -L__ 4-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 6-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 6-12 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-S) Weight:31 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std MiTek recommends that Stabilizers and requir- be installed during truss erection,in acco: -rJhB J1 ,. ; Installation guide. ((, C6 REACTIONS. (lb/size) 2=481/0-5-8,4=481/0-5-8 ,sGj �GNAGI NE "T A Max Horz 2=52(LC 14) S? "T •Zi Max Uplift2=-114(LC 14),4=-114(LC 15) 4W 89200PE "Y',:, FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-467/124,13-14=-419/128,14-15=-402/130,3-15=-394/135,3-16=-394/135, 16-17=-402/130,17-18=-419/128,4-18=-467/124 BOT CHORD 2-6=-17/353,4-6=-17/353Ct OREGON ,`ltr NOTES- / .7"1}.- 14,r40 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 A.L� p (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-4-0,Exterior(2)4-4-0 to 7-4-0 zone;cantilever left Y/`fq R tj l- and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 — plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 EXPI RES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. x.tLL 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift �� © V�ASI � only and does not consider lateral forces. (yi� � 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y. gypsum A sheetrock be applied directly to the bottom chord. ` t } .t', ,s 51398,0 ,6 r� GtsT + EW 'ONALV \ October 6,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitek®O connectors.This design is based only upon parameters shown,and is for an individual building component.notMI 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 t fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,D58-89 and BC51 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441081 19047_GLOB-TI-WAL NO1 MONO TRUSS :8 � 1 --�_-- _----� _-- -�- ___-- 7.640 s1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:15 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-YKOtjnCKIZB7Zoy2jfZ?IUYMn4?75C?z?OGSt4yW OJc I- _----.-2-6-0 4-5A _..._- __---- --_. 2-6-0 4-5-8 Scale=1:17.4 3 4 354 _. ,.'. -- 4.00112 f.... - N 6x6 10 2 c','' N ' I r 1 7-1I �_, A % 7 1.5x4 6 8 5 1.5x4 II 1.5x4 II 1_-6-0 I___. _.. 4-5-8 ____.__ 1-6-0 21.1-8 Plate Offsets(X Y) [2:0-2 11 0 3-01 _._ LOADING(psf) -_ TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.01 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 6 n/a n/a Code IBC2015/TP12014 (Matrix-S) Wei ht:22 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* MiTek recommends that Stabilizers and r 1 0fi .r. 2-8:2X4 DF No.1&Btr G be installed during truss erection,in a• or..7"* - 41 L Installation guide. �'.? NA- _1 . ;.9-01 REACTIONS. (lb/size) 8=449/0-5-8,6=152/Mechanical Max Horz 8=135(LC 11) t Max Uplift8=-213(LC 10),6=-47(LC 11) g200f Max Gray 8=464(LC 21),6=184(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-465/352 0 OREGON A NOTES- 12_ if,y�}' 1 'y�1,�` 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 A.r 0>'' (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 4-5-8 zone;cantilever left and right exposed;end `Q t LA vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. EXPIRES: 12/31/2017 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. M� 13 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. �"S WAS4 4tr1 -#j 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8.This connection is for uplift only /� tir � and does not consider lateral forces. / 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum sheetrock be applied directly to the bottom chord. aid 4' 51398 4 October 6,2016 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 Milek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMil. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent 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 1 (C 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441082 19047 GLOB-T1-WAL 'NO2 MONO TRUSS I4 1 -- --- --- ---_---. Job Reference(optional)- Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:15 2016 Page 1 I D:gAUh6b WYxbPtv_uwYgsXxbyW SMg-YKOtjnCKIZB7Zoy2j1Z?IUYMZ47U5DFz?OGSt4yW OJc ---- -2.6-0-- ---_.. _-_:_ ---... 2-11-8 2-6-0 2-11-8-. Scale=1:14.9 3 4 P OF 1.5x4 - �cj 41V � ' y144 I .9 4.00 s 6 s 1 4 t' , 9200PE 2 - 1 --37 OREGON 1 L/4?�,9Y 14 ,}� 1 1 I 4.1 441 EXPIRES: 12/31/2017 4 7 6 1.5x4 8 5 1.5x4 I 1.5x4 Il -_,...-1-6-0 _..i 2-11.-8_-- 1 1-6,0 _...__. 1-5-8 Plate Offsets(X,Y)- [2:0-2-11,0-3-01 - -- --- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) CT) -0.00 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:18 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-8 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 6-0-0 oc bracing. 2-8:2X4 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) 8=416/0-5-8,6=44/Mechanical Max Horz 8=110(LC 13) Max Uplift 8=-220(LC 10),6=-49(LC 20) Max Gray 8=425(LC 21),6=65(LC 5) FORCES- (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-427/354 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 2-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 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. .,BRILL 7)A plate rating reduction of 20%has been applied for the green lumber members. q 8)Refer to girder(s)for truss to truss connections. A" o WAS .`t, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. s+ n. {fi 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8.This connection is for uplift only �•*- ;a and does not consider lateral forces. k:-, 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4, 51398 1.r,' ' ONAL V14 ds, October 6,2016 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,notliel 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 (VI R A'tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 ?l 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441083 19047_GLOB-T1-WAL INO3 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:16 2016 Page 1 I D:gAUh6bWYxbPty_uwYgsXxbyWSMg-OWaFw6Dy3sJ_ByXEGS4EHi5T2UJfgf86E2000 W yW OJb -2-6-0 ___. _.__- _._. ..._ 5-11-8 2-6-0 5-11-8 -- Scale=1:22.3 3 4 4x4_----1 4.00',12 !, 10 11 SII N 4x6 C'Y 9 = <,', r 2 r 1 r I, u >1 41 6 1.5x4�1L 8 5 1.5x4 I 3x4 I F__-._-._._16-0 _._..___ 5-11-8 _ I 1-8-0--_ 4-5-8 ...._.-_ LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.02 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code IBC2015r1 PI2014 (Matrix-S) Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* MiTek recommends that Stabilizers and requir-• . . 2-8:2X4 OF No.1&Btr G be installed during truss erection Installation guide. in acco:.5y v •`�h� - REACTIONS. as(lb/size) 8=502 (0--5-8,LC 6=240/MechanicalaCGINE-&- Max Uplift8=-218(LC 10),6=-71(LC 14) Max Grav8=522(LC 21),6=288(LC 21) 200PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-498/343 BOT CHORD 7-8=-259/151 Cr y OREGON kr IN A 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 �� A.C� 7 �ti�Jj "r (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-6-0,Interior(1)0-6-0 to 5-11-8 zone;cantilever left and right exposed;end /c R l vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. EXPIRES: 12/31/2017 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. R1uLZ, 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. aQ WA$ ;:1 j 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8.This connection is for uplift onlyifo' Cir t�0 and does not consider lateral forces. A' 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum � sheetrock be applied directly to the bottom chord. t ,p 51398 . 'ONALV October 6,2016 As 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®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 pg T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iYl' ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �'Te [ 11 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC ' I 1 K2441084 19047_GLOB-T1-WAL I N04 '..MONO TRUSS '.2 1 Job Reference(optional)-. Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:16 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-OWaFw6Dy3sJ_ByXEGS4EHi5RLUJIgIK6E2000 Wy W OJb _-... _--_5-11-8 - ------- --_--_ 5-11-8 Scale=1:22.3 2 3 4.00 12 454 9 8 /,- � .t) PROFS ,-.1A 4'6 � �iG1IyE /0 S'S <c, , f 89200PE M ' N - 1 6 4,9REGONNb, �t�, ilk 5 /Q 'Qy 14r`1Q�h� 1.5x4 ,->. 74f3 R f i�- 1.5x4 I 3x4 1 EXPIRES: 12/31/2017 I 1-6D I5-11-8 1 --._-- 1-6-0 __..... 4-5-8 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.02 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G'Except' j MiTek recommends that Stabilizers and required cross bracing 1-7:2X4 DF No.1&Btr G ' be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 7=260/0-5-8,5=287/Mechanical Max Horz 7=138(LC 11) Max Uplift 7=-56(LC 10),5=-86(LC 14) Max Gray 7=265(LC 20),5=311(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 6-7=-284/209 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only and i RRILL does nots considerilateralreuiforces. + O WAS arisk' 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. OP ,,� Vit'? K 1`eir 4, 51398 ' ,4 ° —GiszE N. /ONAL � October 6,2016 Ak 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,notMI 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 E tl 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441085' 19047_GLOBT1-WAL NCG Roof Special Girder - 1 1 '____ ' Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:17 2016 Page 1 I D:gAUh6bWYxbPty_uwYgsXxbyWSMg-Ui7d8SDagARrp66Qg9cTgvdg4ugsZ7qFTilZyyyW OJa ------ - 2-8-5 -- --__-: _----- -----3-2-3-----__ __.-_-_ __-_ _6-2d 5.__.. 6-4-7 2-8-5 3-2-3 3-0-12 0-1-8 1.5x4 Scale=1:22.3 4 5 Special i' Special i 3.71 r12 3x4. 12 i - - 3 /� /" 11 i N 3x4 i / ',, 2 =" /"i 1 11 � � � 8 14 15 7 LSSH15-TZ Special 10 9 4x4 Job Truss ITruss Type Qty ',Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC • K2441085.. 119047_GLOB-TI-WAL NCG Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:17 2016 Page 2 ID:gAUh6bWYxbPtv_uwYgsXxbyWSMg-Ui7d8SDagARrp66Qg9cTgvdg4ugsZ7qFTilZyyyW OJa LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-74,2-5=-74,6-10=-20 Concentrated Loads(Ib) Vert:12059(B)13=50(F)14=20(B)15=7(F) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not• a truss system.Before use,the building designer must verify the applicability of design parameters and 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 'Tet.° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 ltii 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' j,Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441086 19047_GLOB-TI-WAL NJ1 Jack-Open 1 l' 1 _-- _-_- ___-- ' 1IJob Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:17 2016 Page 1 I D:gAU h6b W Yxb Ptv_uwYgsXx by W SMg-Ui 7d8S DagAR rp66Qq 9cTq vd m kufRZ7 kFTilZyyy W OJ a -__ -1-0-0 .. . - 1-6-11 _1 1-0-0 1-6-11 Scale=1:16.7 3 10.00 12- , , 3x4 i` PR 0p.e. m mviii A? 4. r .,�ry N l ,- N y�r} I I l IN 'll C] 1 r I 4r Cr 7 OREGON Lt, P 41fiRR1Lk- 5 3x4 !I 4 EXPIRES: 12/31/2017 1-6-11 - - ..._------_._ - -1-6-1L ___.-. I- LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-6-11 oc purlins, except BOT CHORD 2X4 DF No,1&Btr G end verticals. WEBS 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing l be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=195/0-5-8,3=21/Mechanical,4=-1/Mechanical Max Horz 5=75(LC 9) Max Uplift3=-53(LC 12),4=-23(LC 12) Max Gray 5=195(LC 1),3=38(LC 20),4=31(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 'ASR ZLL 4 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4.This connection is for uplift only and • ,�+� does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. #/ 4 A6 , `ts�y .or y° ip 51398 `4. C97STE '/OVAL \ October 6,2016 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 '.. 1111, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' AiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the it 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441087'. 19047_GLOB-T1-WAL .NJ2 JackOpen 1 1 _._. ''. ______.-__--- --..--- - -.----- ---------------- ,_ -- Job Reference_(optional)_ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:18 2016 Page 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-yvhOLoECbUZiQGhdOt7iN7AsdH_GIaOPhMV7UPyWOJZ __- _-2-6-0- ---- ------_ ---- -- ----__-__ --__--___4--11-14 2-6-0 4-11-14 Scale=1:18.2 3 1-' 4.00 12 ; 1 3x6-- a 7 La 2 Ni l / I. N N I j N �/ l 1 ®'' 5 4 1.5x4 -,11- 6 3x4 1-6-0 - ____ T-_ 4-11.14__--.._-_..._ _. . _ ___ 1-6-0 3-5-14 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.03 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.16 Vert(CT) -0.07 4-5 >828 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X6 DF Not G*Except* )i MiTek recommends that Stabilizers and requir-• 2-5:2X4 DF Std G I be installed during truss erection,in acco:-y ti> h}�t ,. .,c97._ ' �', Installation guide. REACTIONS. (lb/size) 6=481/0-5-8,3=115/Mechanical,4=47/Mechanical � . IN Max Horz 6=104(LC 10) C'J �i Max Uplift 6=-205(LC 10),3=-70(LC 14) '�T,,. Max Gray 6=500(LC 21),3=149(LC 21),4=94(LC 5) 89200PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-453/227 NOTES- OREGON b .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 ,© qy 14 o ^}- (envelope)gable end zone and C-C Exterior(2)-2-6-0 to 0-2-12,Interior(1)0-2-12 to 4-11-2 zone;cantilever left and right exposed;endAn L 4jQ" vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C R R I L-- 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs EXPI RES: 12/31/2017 non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. , `,� RJL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 1�" 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6 and 4.This connection is for uplift ,4 oo f1 1 4, only and does not consider lateral forces. Op G11)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. '1 f /fir 0 4P51398 es`CONAL ,IC3 October 6,2016 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 p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek`f ( 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 i Job Truss 1.TrussType 'Qty 1Ply Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441088, 19047_GLOB-T1-WAL RO1 Common Supported Gable 1 1 Job Reference(optional)_. Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:18 2016 Page 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-yvhOLoECbUZiQGhdOt7iN7AyvHOOlaMPhMV7UPyWOJZ —1-0-0------ ------ -_-_. 4-9-0-- ____ - _------------- ----_.96-0 10-6-0_ 1-0-0 4-9-0 4-9-0 1-0-0 4x4 " 1:30.1 , PR0 0's `c 89200PE 1- /11"1411\11111111144, l o F OREGON �c / v1 ' ''R R 1L\- 8 EXPIRES: 12/31/2017 v - "Ua 12 11 10 3x4-_ 9-6-0 9-60 Plate Offsets(X,Y)-- [2:0-2-1,0-1-81,[8:0-2-1,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 9 n/r 120 MT20 220/195 (Roof Snow=30.0) l Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 9 n/r 120 TCLL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 8 n/a n/a BCLL 0.0 * BCDL 10.0 ' Code IBC2015/TPI2014 (Matrix) Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G — MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-6-0. (Ib)- Max Horz 2=-137(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,8,13,14,11,10 Max Gray All reactions 250 lb or less at joint(s)2,8,12,13,14,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-1-0,Exterior(2)2-1-0 to 4-9-0,Corner(3)4-9-0 to 7-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. ISR.1LL, 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4f, ,d" 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 I .Fj ,j fit between the bottom chord and any other members. /_____ C v. 10)A plate rating reduction of 20%has been applied for the green lumber members. To 11)N/A C ` �+ 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. rd 51398 October 6,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek,. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �r fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI]Qualify 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 IQty :Ply 1 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441089''. 19047_GLOB-T1-WALSA01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:19 2016 Page 1 ID:gAUh6bWYxbPty_uwYgsXxbyWSMg-Q5FOY8FgMnhZ2PGpyaexvKj5thLu11 EYwOEgOryWOJY 1---- -----=L-8-0_-- ----_ _--- -_-_-_ - _... 3-3-12 ____ -.__... - _4-0-0...__- 1-8-0 3-3-12 0-8-4 Scale=1:14.8 3 � „ , ...1., /j E 6.00',12 89200P 8 ------- i , OREGON! �c4,s./ 2 % <Q gY74 2, '44 j F#1 L�- J 9 4 EXPIRES: 12/31/2017 1 1JL24 3x4 -- -- _.__.- ....---3-312_.__._ _._------- -�9Q-_I 3-3-12 0-8-4 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) I/def Lid PLATES GRIP TCLL 30.0 Plate Gri DOL 1.15 TC 0.17 (Roof Snow=30.0) p Vert(LL) -0.01 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF No,1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing , be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. (Ib/size) 3=90/Mechanical,2=314/0-5-8,4=32/Mechanical Max Horz 2=105(LC 10) Max Uplift3=-54(LC 10),2=-83(LC 10) Max Gray 3=103(LC 17),2=320(LC 17),4=59(LC 5) 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OVA q�� 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to .. #j `1" front face of bottom chord. f 0. � 12)Fill all nail holes where hanger is in contact with lumber. 0 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). fr .H f+ter;', LOAD CASE(S) Standardt 1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 h Uniform Loads(plf) js ' <{ Vert:1-3=-74,4-5=-20 Concentrated Loads(Ib) C3 Vert:9=6(F) S/OIVALV" October 6,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekOO 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 tabrication,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 a Job ',Truss Truss Type ',Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441090' .19047 GLOB-T1-WAL !SA02 Jack Open 1 1 ; - _Job Reference(optional)__ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:5420 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-uHpmmUGS75pQgZr?V I9ASYFGO5h0mTTi9g_DZHyWOJX ------180 ___.-._ -__ _. . -- 40-0._-_ __-6-7-12 1-8-0 4-0-0 2-7-12 ---_--- -- Scale=1:23.6 � a PaFs �, G N� cS'j� 6.00 X112 3 19200PE 1 co �' . co: �M10 � Q q m `i� -7, REGtN sAs9 ,---' "0 ' 14, P RRiL1- - 2 ' I ' illi EXPIRES: 12/31/2017 1 latl 5 3x4 4-0-0 _- ---------- - -- _4-4-0-------- .._ - -- - -- ----- -- - -._ --- ------- --- --------- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 5-8 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 (Matrix-S) Weight:18 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No,1&Btr G BOT CHORD Rigid ceiling directly applied. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (lb)- Max Horz 2=180(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-132(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=347(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 6-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. At .12.1Z.j;., 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for uplift only and does not consider lateral forces. �4) W. 14" Z 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. > � 4/ C 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum ♦ , 'o a sheetrock be applied directly to the bottom chord. u t 'i. II, Iter .off 4t, 51398„0 °- krsTI ° '7ONALS October 6,2016 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 Weir()connectors.This design is based only upon parameters shown,and is for an individual building component,notMit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking 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 i,Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441091 119047_GLOB-T1-WAL SA03 '..Jack-Open ,1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:20 2016 Page 1 ID:gAUh6b WYxbPtv_uwYgsXxbyW SMg-uHpmmUGS75pQgZr?V I9ASYF9p5hamTTi9gDZHyW OJX 4-0-0 ____ _ __ __.--__ _._ 9-11-12_ _.-_-_..... 1-8-0 4-0-0 5-11-12 Scale=1:32.3 4 - PR OFE. <C.:73LI\ 6.001122DOPE X' 10 moi, I4. OREGON tx .A.,WQ 0114 P 9 / 214.1�R 11-x-4� I i 2 EXPIRE': 12/31/2017 i7"4 5 3x4- -.-_._4-0-0---__-------� 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 5-8 >999 180 TCD[ 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer ', Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=254(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2 except 4=-139(LC 14),3=-212(LC 14) Max Gray All reactions 250 lb or less at joint(s)5 except 4=293(LC 21),2=346(LC 1),3=373(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. -13RIL. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for uplift only and does not consider lateral forces. 1� Tj J, 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. "P 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. • fipif 1P 51398 ' ' 4 isTSVL October 6,2016 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the 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 'Tek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mei( 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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441092 19047_GLOB-T1-WAL '.SA04 Jack-Open 1 1 __-----____ - ! '.Job Reference(optional)... Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:20 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-uHpmmU GS75pQgZr?VI9ASYFI PSizmTTi9g_DZHyW OJX --- --- -1A:E0 --- -- --____-1-2-0_-- --_- __2-0-0 1-0-0 1-2-0 0-10-0 Scale=1:11.6 3 10.00 12 ,, 2 2 - , 89200PE �� I- ,,OREGON t �'' 1,41 i0 9}- 14 2a �— - 4 3x4 +-I(l.tL�^' Y EXPIRES: 12/31/2017 1-2-0 I 2-0-0 I ____-- ---- t-2-0 -----. 0-10-0.. _Plate Offsets(X Y)— [2:0-2-1,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.01 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0,0 BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing j be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=159/0-5-8,4=13/Mechanical,3=27/Mechanical Max Horz 2=75(LC 12) Max Uplift2=-36(LC 12),3=-21(LC 12) Max Gray 2=159(LC 1),4=29(LC 3),3=30(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift .00t IL only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,,"i' �v WAS1, ' , * *op - C�° V°i. 4, 51398 4, S"3jONALV � October 6,2016 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 MiTektt 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 4l'ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ��re 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 , r Job Truss Truss Type Qt ----- ------ -' yp y ',Ply GLOBAL HOUSING-TRACT 1 1 SW SW WALNUT TERRAC K2441093 19047_GLOB-T1-WAL �SB01 Jack Open Girder 2 1 Job Reference o tional Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:21 2016 Page 1 ID:gAUh6b WYxbPtv_uwYgsXxbyWSMg-M UN8zq H5uPxHHjQC3?gP_IORN V 1 MVwjrN Kjn5kyWOJ W _. -1-8-0--- ------- -- 3-3-12 ____ __.. -------- 4.O-0 .-_; 1-8-0 3-3-12 0-8-4 Scale=1:14.8 .p PRpfi ss 4c� NAGlNE- > ° 89200PE' -- 6.00 12l8 / j OREGON -74. 412 /6 qy 14,Z 'k' / I 7, RR1t k- , I ,a/ 9 4 EXPIRES: 12/31/2017 1 / , JL24 I 3x4 = F.....- 3-3-12..._._.._ 4 0-0___.-I 3-3-12 0-8-4 SPACING- GDOL 2-0-0 --0 __. LOADING(psf) P te TCLL 30.0 CSI. DEFL. in (lac) Ildefl Lid PLATES GRIP (Roof Snow=30.0) p TC 0.17 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer L Installation guide. REACTIONS. (lb/size) 3=90/Mechanical,2=314/0-5-8,4=32/Mechanical Max Horz 2=105(LC 10) Max Uplift3=-54(LC 10),2=-83(LC 10) Max Gray 3=103(LC 17),2=320(LC 17),4=59(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift only and does not consider lateral forces. 'C -BRILL gq' 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦ VdAS �, 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to 4 .(j back face of bottom re a. ��r AL 12)Fill all nail holes where hanger is in contact with lumber. it'#) • ,13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). , .Er.'3 fifer+ LOAD CASE(S) Standard 4 t�-w4/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 rd /4Y Uniform Loads(plf) +ff 51398 Vert:1-3=-74,4-5=-20 c f �IkJSTE: Concentrate Loads 9=6(B)(Ib) IOl4TAL u October 6,2016 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 Milok` 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/7P11 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Sofely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 v Job ',Truss Truss Type 7,Oty ',Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441094 119047_GLOB-T1-WAL '�SB02 ',Jack-Open ''2 1 , - -- ---'---. __-.. Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:21 2016 Page 1 ID:gAUh6bWYxbPtv_uwYgsXxbyW SMg-MUN8zq HSuPxHHjQC3?gP_IoRm V 1 FVwjrN Kjn5kyW OJ W I -__.__-0-8-0 ___--. _ ... __. _. 4-0-0 _ 6-712_...- .. _..1 1-8-0 4 0-0 2-7-12 Scale=1:23.6 4 I j ,o P R np�/ 5' iNia 6.00112 3� ----- Ct. 9200PE �1-- m1 col 10 -17 `OREGON tx �� 9 414V 2 1 EXPIRES: 12/31/2017 1 5 3x4 1 40-0 1 4,0-0 - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.14 1 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 5-8 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=180(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-132(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=347(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 6-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. RRILj 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for ry 4 �--�- 1 � uplift only and does not consider lateral forces. S1' .1 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. J r (,ti12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum Op / i'+ p sheetrock be applied directly to the bottom chord. 'ifC' E y' 104:f .,-T1 .°Yp 4„,51398 4,4*Grsis ' -4'.4,„ ,_,, ' '''/OATAL O October 6,2016 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®e connectors.This design is based only upon parameters shown,and is for an individual building component,not 6 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,OSB-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 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441095I 19047_GLOB-TI-WAL 5603 Jack-Open .2 1 ' --_-`-_- _ _:-_--_Job Reference(optional)---- -- Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:22 2016 Page 1 I D:gAUh6bWYxbPtv_uwYgsXxbyW SMg-rgxW BAHjfi38vt?OdjBeXzLVJvMUENz?c_TKdAy WOJ V ._ 180 - -- _4-0-0 ____.. _---i--- ---______ 9-11---12._-__. 1-8-0 4-0-0 5-11-12 Scale=1:32.3 p�y /� 6.00 12 / 4t- 89204PE { 10 o'1 , 3 g 3 PEGON i nto F /0 ' 14,ZC �- - 9 / RRtL\ 0 2 47 EXPIRES: 12/31/2017 1 WA Pq 5 3x4- I -4-0-4._-_____ __I 4-0-0 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI- DEFL- in (lac) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=254(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2 except 4=-139(LC 14),3=-212(LC 14) Max Gray All reactions 250 lb or less at joint(s)5 except 4=293(LC 21),2=346(LC 1),3=373(LC 21) 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.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-8-0 to 1-4-0,Interior(1)1-4-0 to 9-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. ,RRILZ;4 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for ' � uplift only and does not consider lateral forces. ,� F .Ti 11)2Beveledhisplate oshim required ht to ue fullf bearing surfacelwith trussshechordgat joint(s)pie3. ," f,• C 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum /� 0 sheetrock be applied directly to the bottom chord. ,t drt A" 51398 "jONALc5 October 6,2016 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,notMI 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 Niel( 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 Y ,Job Truss Truss Type Qty Ply 'GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K24410961. 19047_GLOB-TI-WAL �'I SB04 ',Jack-Open j2 1 ,Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:22 2016 Page 1 I D:gAUh6b WYxbPtv_uwYgsXxbyW SMg-rgx W BAHjfi38vt?OdjBeXzLevvNRENz?c_TKdAy W OJ V -- ----1-0-0 _-----_____-. _ 1 2-0 ---- - -._ -2-0.0- ---- 1 0-0 1-2-0 0-10-0 Scale=1:11.6 3 10.00 12- Hi 2 - _ �` 8920Of'E �c d a 1 T ,f.iOREGON ,Stu' <014,2`a 4 3x4 - 4R.tv�'" EXPIRES: 12/31/2017 1 1-2-01 2-0-0 1 1-2-0 10 0 _P_.late Qffsets-(X,Y)- 2:0-2-1 0-1-8] _____ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.01 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation_guide.. REACTIONS. (lb/size) 2=159/0-5-8,4=13/Mechanical,3=27/Mechanical Max Horz 2=75(LC 12) Max Uplift2=-36(LC 12),3=-21(LC 12) Max Gray 2=159(LC 1),4=29(LC 3),3=30(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. i 7)Refer to girder(s)for truss to truss connections. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift n, R Tx`'� , only and does not consider lateral forces. Ste` 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss, ,,� 4v W . 4 ' mac e I "P 51398 k !GISTS:'' i 7ONALV, 1 October 6,2016 i 11IBull WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1I p Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing A R Aire ice" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i Mire 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 Oty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441097'. 19047 GLOB-TI-WAL TO1 Roof Special 11 1 _---_-- l, Job Reference(o t�/ionall) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:23 2016 Pagel ID:gAUh6b WYxbPtyuwYgsXxbyW SMg-JsVvOW I LQOB?X 1 ZaBQjt4Atnoli_zjC8reCu9cyWOJU -1-0-0- -1-6-8 L - -_ 4-9-8. . -____--- -_-- 8-0-8__.-___- --- -9-7-0 .-10-7_-0-_-. 1-0-0 1-6-8 3-3-0 3-3-0 1-6-8 1-0-0 4x4 Scale=1:30.6 4 •� � P R QFe. `xS' c.�c3 laGIN4.- . 89200PE 1-- 10.0012 } _N o 4x6 ii 17 18 \ 4x6 \ -7 J ORyEGON .4. 4.4, 3 5x8 -- 5 MSR R I 0 '� 1 6 I 2 -: 10.00152 , - 7 j`I is EXPIRES: 12/31/2017 1 E 10 8wr 4x4-4x4= 3x4 - 3x4 H—.1=6-8 4-9-8--_—_-_ 8-0r8....._.__ 9-7-0 1 -- ---- 1-6-8 ._._ 3-0 __..__3-3-0 1-6-8 --- -- .-- -_- Plate Offsets(X.Y)-- [2:0-2-1.0-1-8].(6:0-2-1 0-1-81 [8:0-2-8.0-2-41.19:0-4-0,02-4].[10:0-2-8.0-24]_ _ LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.03 9 >999 240 MT20 220/195 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.07 9 >999 180 BCD LL 0.0 7.0 Rep Stress lncr YES WB 0.45 Horz(CT) 0.08 6 n/a n/a BCDL 10,0___ Code IBC2015/TP12014 (Matrix-S) Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std Gr MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide- REACTIONS. (lb/size) 2=524/0-3-8,6=524/0-3-8 Max Horz 2=-138(LC 10) Max Uplift2=-108(LC 12),6=-108(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-551/141,3-17=-1078/62,4-17=-992/79,4-18=-997/110,5-18=-1078/93, 5-6=-551/141 BOT CHORD 2-10=-136/450,9-10=-148/508,8-9=-88/462,6-8=-81/409 WEBS 4-9=-13/1047,5-9=-66/557,5-8=-283/110,3-9=0/489,3-10=-313/148 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-9-8,Exterior(2)4-9-8 to 7-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will RR.1 ,4, i ft between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. WAS If . ) o� 14V 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 6.This connection is for uplift ,4:' i' only and does not consider lateral forces. / s o 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and V'gypsum -6: lir sheetrock be applied directly to the bottom chord. is .4, 51398 .0. 4 October 6,2016 MUM 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 verity the applicability of design parameters and properly incorporate this design into the overall ii 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/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 -- A- 1 SW WALNUT i Truss Type Qty Ply �1 GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441098 19047 GLOB-TI-WAL T02 Roof Special 1 1 1 iJob Reference(eptional)___ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:24 2016 Page 1 I D:gAUh6bW YxbPtv_uwYgsXxbyW SMg-n33HcsJzB KJr8B8mk8E6cOQyYi2DiASH4HyRi2yWOJT -1A-0 1s_68 -- ---49=8__.._—._---- ------ —&Q-8-- — -- ___9T-0 10JAL 1-0-0 1-6-8 3-3-0 3-3-0 1-6-8 1-0-0 4x4'= Scale=1:30.6 4 ,,,` R D POFA 89200PE c10.00 12 i, N .7 4X6 zi 17 NN8456N 0 v 7 OREGON 44, 3 5x8 — 5 �RR►11 1ii6 IJ �, 10.00�12- } ` 7 1,( _ z o EXPIRES: 12/31/2017 1 21 10 s m1'' 1 4x4 4x4 , 3x4 - 3x4 1-6-8 ♦-_ — A-9-8 . —._._.. --- 86-8- — -- 1 9-7-0 1 1-6-8 3-3-0 3-3-0 1-6-8 Plate Offsets(X.Y)-- [2:0-2-1.0-1-8].[6:0-2-1.0-1-8].[8:0-2-8.0-2-41.19:0-4-0.0-2-41 [10:0-2-8,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.03 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.07 9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015fTP12014 (Matrix-S) Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=524/0-3-8,6=524/0-3-8 Max Horz 2=-138(LC 10) Max Uplift2=-108(LC 12),6=-108(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-551/141,3-17=-1078/62,4-17=-992/79,4-18=-997/110,5-18=-1078/93, 5-6=-551/141 BOT CHORD 2-10=-136/450,9-10=-148/508,8-9=-88/462,6-8=-81/409 WEBS 4-9=-13/1047,5-9=-66/557,5-8=-283/110,3-9=0/489,3-10=-313/148 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-9-8,Exterior(2)4-9-8 to 7-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .0,R RILL ILL fit between the bottom chord and any other members. y WAS 6)A plate rating reduction of 20%has been applied for the green lumber members. ti 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 6.This connection is for uplift a '6,3"Id' only and does not consider lateral forces. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum .r sheetrock be applied directly to the bottom chord. vow j y 4'.k. i 7r 4, 5139804 q5 `6.7ST1M '" &..'S/0 October 6,2016 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,D5B-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 IF Job Truss '!Truss Type Qty Ply GLOBAL HOUSING-TRACT 1 SW WALNUT TERRAC K2441099., 19047_GLOB-T1-WAL ZO1 MONO TRUSS 171 i Job Reference(op-tional)_ Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 05 16:54:24 2016 Page 1 ID:gAUh6bWYxbPty uwYgsXxbyWSMg-n33HcsJzBKJr8B8mk8E6cOOzSi32iHTH4HyRi2yWOJT -1-0-0 ___----- ---_ -__-__10-0_.. 1-0-0 1-0-0 Scale=1:6.2 3 4.00 12 2 U ���ti) PRQFF ,s 89200PE c` r ---- i _ 4I OREGON 4/ --t- 1.- "if .4,t4 A. ' SFR R 1 LA-4' 3x4 EXPIRES: 12/31/2017 w-0 1-0-0 LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. 1 DEFL- in (lac) I/deft Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 5 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.00 I Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 I Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) 1 Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-0-0 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 bilizers required cross bracing , be installed guide. truss erecttion,in accordance dance with Stabilizer REACTIONS. (lb/size) 2=151/0-5-8,4=17/0-1-8 Max Horz 2=34(LC 10) Max Uplift2=-80(LC 10),4=-12(LC 20) Max Grav2=151(LC 1),4=21(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift .00.1 L a only and does not consider lateral forces. q 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O WAST] j f / l X15_ 4.„51398,0 ,' ., .GIsT `vsarraz C, October 6,2016 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,notMil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing DTeie is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 I -..-'-_ -_.. i Symbols Nu m b e in g System ; A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure t0 FOIIOW COUId CGUSe Property 3 " Center plate on joint unless x, K� y ►I 1 /4 offsets are indicted. Y I (Drawings"at to scale) Damage or Personal Injury r= Dimensions are in ft-in-sixteenths. Ilb, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0_1/��, 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I _ O iiiiip,righou bracing should be considered. �_� = 3. Never exceed the design loading shown and neverO stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7 8 cea cs-s designer,erection supervisor,property owner and plates 0 'v d' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in Mitek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR 2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 4, 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. I if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior I (supports) occur. Icons vary but ©2012 MiTekOO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise.1=11111 ill Min size shown is for only. Imo® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. MAII ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone , DSB-89: Design Standard for Bracing. snot sufficient. BCSI: Building Component Safety Information, MiTek7 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev. 10/03/2015