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BRES2018-0376 Truss Calcs'�,R6s Zv 1$4` 0 3'i JA JMW TRUSS SH � f, S AVF SOA 'SUFi�E� CORONEL ENTERPRICE INC DR.ROBBI D SIMONS 54765 AVENIDA JUAREZ CITY OF LA QUINTA BUILDING DIVISION REVD NED FOR ; ODE CC POIF'LIANCE DATE�.f3Y `fes .f FEB 06 2019 ' GoNsu� U I/03/I9 V�J WOOD TRUSS CALCULATIONS AND PLACEMENT PLAN SOUTHWEST'S LEADING TRUSS MANUFACTURER 15916 BERNARDO CENTER DRIVE 2936 S. AVENUE 3 1/2 E. SAN DIEGO, CA 92127 http://www.jmwtruss.com YUMA, AZ 85365 PHONE: 760 489 5647 PHONE 888-712-6874 FAx: 760 489 9563 FAX 928-344,4303 ftir- ZPA,o— J MW Truss iu�iunu�I,•i/�u c'�rrr•//in•� Re: B1810021 DR.ROBBI D SIMONS Design / Engineering Office 15916 Bernardo Center Drive San Diego, CA 92127 Phone: 760 489 5647 Fax: 760 489 9563 The attached truss drawings have been prepared by JMW Truss and Component, under my direct supervision based on the parameters provided by: CORONEL ENTERPRICE INC Pages or sheets covered by this seal: 29 My license renewal date for the state of California is June 30, 2020. Jiqiang, Cao The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. r �F kSSl�NgQIANG CAO C 66380 m EXP 06/30/20 1 L�Ilrliuotw" January 03, 2019 V a A2(11) a A2(6) ¢ ¢ 0 0 _ 12' CLS 10' CLS 10' CLS 11' CLS _ _ HUS26 HGS �X 0 Ba{ra m mm 10' CLS _� JHW rfayss ;--tU.a io c—.u.—. Q. D. T. S. AFrrO.rrOr. �dw OSI® OW.F-O 4Y �NYMI CJ S HANGERS == .25/12 roof- pitch �c• o 00-0C)-0( CR1.� a /N coivroRmanlCc tv,rYf 1o'ets C) THJA26 TcLL...20# nw as++w:.�iuease as�nz CFS;. u. .- o HUS26-2 - -- — — - TCDL...15# CAGCULA'r,oNs t,lo. 4111 m LUS26 NGS LUS24 BcLL...00#rn 4 AXP. 6-3C-2Czo �rar...v.■ Q HUS26 ROOF - �� SHEE7 m „ _ 62(18) m m m m m m 'm m 10' CLS 11' CLS _ _ HUS26 HGS �X 0 Ba{ra m mm 10' CLS _� JHW rfayss ;--tU.a io c—.u.—. Q. D. T. S. AFrrO.rrOr. �dw OSI® OW.F-O 4Y �NYMI CJ S HANGERS == .25/12 roof- pitch �c• o 00-0C)-0( - --- - /N coivroRmanlCc tv,rYf Qpao�Es�ioNq C) THJA26 TcLL...20# s rreuC ruRAL © HUS26-2 - -- — — - TCDL...15# CAGCULA'r,oNs t,lo. 4111 m LUS24 BcLL...00#rn 4 AXP. 6-3C-2Czo �rar...v.■ Q HUS26 ROOF TRUSS PLACEMENTS PLAN.,cT��►�� SHEE7 -�(3F CntiIFa To 1.0.01.5-B IT� 11.11-1 Truss Type pty ply - - TRU85 .114 2-7.8 2.9-9 1-24 GABLE 1 1 . TOP CHORD 6-7-5 3-7-2 f [32A-1-12,0-0.01, 138:0.1-15,0-1-0j, [45:0-1-15,6-1-01,149:0-1-14,0.1A nq Job Reference laplronal) 0 V JM W TRUSS, YUMA AZ BOT CHORD 3) Truss designed for wind loads in the plane of the truss only. For ..-.-.... -I Ron 8.210 S Apr 14 2018 Prinf: 8.210 s Apr 14 2018 MiTek Industries, Tnic, Thu Jan 3 W;08'42 2018 Page � !D:ncWgSwJ7NwmeJL8d!bkvbhySsyo 4-9-2 LOADING(psf) 11-4-7 oWOd3zZv28eJQ76jnCoVjlrvaLLnbhOJ2RlzWzz6U 17.11-11 18.6-2 24.10.8 4-9-2 In (loc) Well 6-7-5 B-7-5 0.84 6.4-6 S.1 =1[388 3x4 = 25 TC D.52 0 25'r 12 4x6 = 26 � 62 3x12 - Z Lumber DCL 1.25 �SxS =� Vert(CT) w4 180 T1 7 63 64 4x4 W8 0.20 Horz(CT) 0.01 B We ..._- — 55 pNl� N N2 STt 6T7 Cade ISC2015fTPI2014 STI $710 yi ;, STY •. yTri �T1/ ..r .. ST -1 ... W24N/1 except 23=447(LC 32), 14=773(LC 1), 9=281(LC 1), ST6 6TO ., WS , Noy; 11 .w7 1M18 . eT7J 5712 Via - � STIP9Tifi a -.Y9 :4 Sis LOAD CASE(S) 9Te syll 8728 or7t sYsa aria ?6 shown. TOP CHORD 24 1 i /3x4 3x4 '5x5 _1 3x4 f .. .. . 23 22 21 20 19 18 .3x7 — 16 15 14 13 12 11 10 9 a 7 6 13-14=-380/374, 12-13=-280/273, 10-11=-277/270, 9-10=-374/367, 8-9=-290/362, 7-8=-185/257 3x6 36-6 1.0.01.5-B 4-1-0 6.1 D-9 8.0.13 11.11-1 14-8-1 -2 WEBS 2x4 DF No.2 21-3-624-10-8 1.0.00.5.8 2-7.8 2.9-9 1-24 3.10.4 2-9-0 TOP CHORD 6-7-5 3-7-2 Plate Offsets (X,Y)-•[2=0.2.8,0 1.8], [3:0.2.4.-3.41, [9:0-3•0,0-a-71, (14:0-3.0,0-6--7], [17:0.2.4,0-3-0], [17:0.3.8,0 -OA], [31;0.1-12,0-1-D1, [32A-1-12,0-0.01, 138:0.1-15,0-1-0j, [45:0-1-15,6-1-01,149:0-1-14,0.1A end verticals. [54:0 -t -t4,0.1.01, [58:0 -t -13,11 -f -D] BOT CHORD 3) Truss designed for wind loads in the plane of the truss only. For Rigid ceiling directly applied or6.0.0 oc bracing, Except: studs exposed 19 wind (normaT to the face), see Standard Industry LOADING(psf) SPACING- 2-0-0 CSI. DEFT. In (loc) Well Lord PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC D.52 Vert(LL) -0-01 18-17 X999 240 MT20 220/195 TCDL 15.0 Lumber DCL 1.25 BC 0.33 Vert(CT) -0.0216-17 X999 180 BCLL 0.0 ' Rep Stress incr VES W8 0.20 Horz(CT) 0.01 B We n/a BCDL 10.0 Cade ISC2015fTPI2014 Malnx-S 11) This truss has been designed for a total drag load of 1890 lb - except 23=447(LC 32), 14=773(LC 1), 9=281(LC 1), Weight:1491b FT=20% LUMBER - TOP CHORD 2x4 DF No -2 BOT CHORD 2x4 DF No 2) Wind: ASCE 7-10; Vu11=110m h 3 -Second gust) Vasd=87m h; P ( 9 ) p -2 WEBS 2x4 DF No.2 TCDL=6.Opsf; BCDL=8.00; h=25ft; B=45ft; L=25ft; Sava=411; Cat. OTHERS 2x4 DF No.2 II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C BRACING- Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 24-8-12 zone, TOP CHORD cantifeverieft and right exposed; end vertical Ieftarld right Structural Wood sheathing directly applied or 6-0-0 oc purlins, except expoSad C -C for members and forces & MWFRS for reactions end verticals. shown; Lumber DOL=1-60 plate grip DOL=1.60 BOT CHORD 3) Truss designed for wind loads in the plane of the truss only. For Rigid ceiling directly applied or6.0.0 oc bracing, Except: studs exposed 19 wind (normaT to the face), see Standard Industry 10-0-0 oc bracing: 21.22,20-21,16-17,11-12. Gable End Details as applicable, or consult qual{8ed building MITek raWmmends Iha[ Stabilizers and required cross bracing q 9 designer as per ANSTPI 1. d 4) Provide adequate drainage to prevent water ponding. be installed during Irss erection, in accordance with Stabilizer 5) All plates are 2x4 MT20 unless otherwise indicated. Installation guide- 6) Gable studs spaced at 1-4-0 oc. REACTIONS. All bearings 12-11-7 except Qt -length) 23=6-2-1, 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads - 22x&2 -1, 21=6-2-1, 20=6-2-1, 19=6-2-1, 18=0.3-8. 8) - This [rugs has been designed for a live load of 20.Opsf on the (Ib) - Max Horz bottom chord in all areas where a rectangle 3-6.0 lall by 2.0-0 wide 23=-182(LC 26) will fit between the bottom Chord and any other members. Max Uplift 9) Provide mechanical connection (by others) of truss to bearing All uplift 100 Ib or less at joint(s) 9, 22, 15, plate capable of withstanding 100 Ib uplift at joint(s) 9, 22, 15, 7 7 except 6=-197(LC 28), 23=-332(LC 25), except (jt=1b) 6=197, 23=332, 14=158, 19=503, 18=154. 14=-158(LC 28), 19=-503(LC 1), 18=-154(LC 28) 10) This truss is designed in accordance with the 2015 Intemational Max Grav All reactions 250 Ib or less at joint(s) 6, 22, Building Code section 2306.1 and referenced standard ANSI/TPI 1. 21, 20, 19, 16, 16, 15, 13, 12, 11, 10, 8, 7 11) This truss has been designed for a total drag load of 1890 lb - except 23=447(LC 32), 14=773(LC 1), 9=281(LC 1), Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-10-8 for 76.0 plf. 18=728(LC 1) FORCES. (lb) LOAD CASE(S) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when Standard shown. TOP CHORD 1-2=-459/445, 2-3=-436/338, 3-4=-403/478, 4-5=-369/350 BOT CHORD 22-23=-412/474, 21-22=-324/435, 20-21=-350/435, 19-20=-461/529, 18-19=-488/556, 17-18=-567/635, 16-17=-364/390, 15-16=-308/365, 14-15=-410/467, 13-14=-380/374, 12-13=-280/273, 10-11=-277/270, 9-10=-374/367, 8-9=-290/362, 7-8=-185/257 WEBS 2-23=-674/510, 2-17=-487/500, 3-17=-388/409, 3-14=-783/512, 4-14=-667/435, 4-9=-485/432, 5-9=-443/366 NOTES - 1) Unbalanced roof live loads have been considered forthis design. r ;�s EssIQIANG CAO `��, C-) C HMO z w rr � EXP 06/30/20 January 03, 2019 -FT russ Type Job truss TRUSSA2 Roof Special JhhW TRUSS, YUMA AZ 4.9.2 .-- 11 4..7 4-9.2 6-7-5 3x4 i2 025112 3x6 - 1 14 2 -T1 W2 Ws 81 9 5x5 2x4 10 4x4 - aTy -- �y n 117 1 002 Jab Reference (optiorlai) Run: IDncWg6WJ7NwmeJL8dibkvbhySsyadwJnrP CQLERxaalHU111wr1 d4W ulYiBVy BU 17-11-11 24.10-8 6-7-5 6-10-13 Scale -1 39 3 Camber = 3116 in 4x6 = 13 ,5x5 3x5 = 3 15 16 4 W gVt, T-2 W5 we wr N 6 3%4 4x5 = E 2%4 I 1-2.12 14.871 - - - - - - 21-3.6 - - - �- - - 24-10-8 - .-- 1-0-0 1..r•a - 8-0.13 - - - _ _ - - - - 6-7.5 - - - - - &Tdi. 3-7-2 1-0-0 4.2.12 - - - b7.5 62-12-- Plate Offsets (X,Y)--[3-0.2-8,0.341, [0:0.2*11-3-0). CSF. DEFL. in (loc) I/deft L/d PLATES GRIP LOADING(pst) SPACING- 2-0.0 TC 0.49 Vert(LL) -0,13 8-9 >999 240 MT20 220/195 TCLL 20.0 plate Grip DOL 1,25 TC 062 Vert(CT) -0,31 8-9 >891 160 ;CDL 15.0 Lumber AOL 1.25 Horz(CT) 0.07 6 n/a n/a SCLL 0.0 Wg 0 4O ' Rep Stress Ina YES Weight: 115 Ib FT = 20 % BCDL 10.0 Code I8C20151TPI20i4 Mata" --- LUMBER- TOP CHORD 2x4 DF No.2 6) Provide mechanical connection (by others) of truss to bearing BOT CHORD 2x4 DF No.2 plate capable of withstanding 100 Ib uplift at joint(s) 6 except Ot=1b) WEBS 2x4 DF No.2 10=1102. BRACING- 7) This truss is designed in accordance with the 2016 international TOP CHORD Building Code section 2306.1 and referenced standard ANSIITPI 1. Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals. BOT CHORD LOAD CASE(S) Rigid Calling directly applied or 10.0-0 or bracing- Standard M1Tek recommends that S7abIlixerS and required cross bracing be installed during truss erection, in accordance with Stabitizer Inslallation guide.. REACTIONS. (Ib/size) 6 = 1044/0-5-8 (min, 0-1-8) 10 = 1169/0-5-8 (min, 0-1-8) Max Horz 10 =-182(LC 8) Max Uplift 6 = -75(LC 9) 10 =-102(LC 8) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2330/116, 3-4=-3058/123, 4-5=-1631/146, 5-6=-1010/98 BOT CHORD 9-10=296/1440,8-9=-305/3058,7-8=-227/2804 WEBS 2-10=-1749/192, 2-9=-13/1053, 3-9=-856/171, 4-a=01395, 4-7=-1351/208, 5-7=-80/1707 NOTES- r� 1) Unbalanced roof live loads have been considered for this design. ,�% J101ANG CAG 2) Wind: ASCE 7-10; vutt-11 Omph (3 -second gust) Vasd=67mph; `f' C 66580 TCDL=6i09Sf-, BCDL=6.Opsf; h=25h; 8-4511; L=2511; save -4f1; Cat. If; I rt Exp R- Kd 1.00; enclosed: MWFRS (directional) and C -C Exterior(2) r*1 0.1.12 to 3.1-12. Intedor(7) 3.1-12 to 24.B-12 zone; cantilever let and ` EXP 06/30/20 --'T' right exposed ; end vertical fen and right exposed;C-C for members and forces 8 MVVFRS for reactions shown; Lumber DOL=1.80 plate grip AOL=1-60 t71��4 3) Provide adequate drainage to prevent water ponding - 4) This truss has been designed for a 10.0 pst bottom chord live load`' Ron concurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 340 tall by 2-0.0 wide ' January 03 , 2019 wIll lit between the bottom Chard and any other members rJob Truss: (TRUSSA3 JMW TRUSS, YUMA AZ 4-9-2 _ 6-4-6 4-9-2 1-7-4 �TrussType at) Ply Roof Special .-.. __ -Run: 8 1 1 003 Job Reference (optional). 210 s Apr 14 2018 Print: 8 210 s Apr 14 2059 MITO Industrias, Inc. Thu Jen 3 07:08:44 2019 F1 ge ID ncWg6wJ7NwrrneJLadibkvbhy5sya-57t9219gRfMEZk9VgCFGaBNCFNyDFSVjnLwr2Pzz6U 11-4-7 17.11-11 18-6.2 24-10.8 _.... --.... - . ... B-7-5 0,6.7 "_6 5-0-1 S-1-1 39 3 Camber = 3116 in $x5. I2 1 025112 4x4 = 5a6 1 14 2 $ 15 16 w1 i. w9 W WA n el 10 9: . 11 44 = 3x4 = 2x4 it 1-5.8 8-0-13 1-5.8 6-7-5 Plate Off Selz [8:0.2-8.0.3.41 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 " Rep Stress Incr YES BCDL 10.0 Code IBC2015fTP12014 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-15 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. MiTak recommends that Slabilizers and required crass bracing be Installed during truss areclion, in accordance vrith Stabilizer Installallon guide. REACTIONS. (Ib/size) 11 = 1106/0-5-8 (min. 0-1-8) 6 = 1106/0-5-8 (min.0-1-8) Max Horz 11 =-182(LC 8) Max Uplift 11 = -75(LC 8) 6 = -73(LC 9) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-11=-1118/70,1-2=-635/115, 2-3=-2834/140, 3-4=-3381/156, 4-5=-1751/159, 5-6=-1072/101 BOT CHORD 10-11=-244/266, 9-10=-323/2018, 8-9=-325/3475, 7-8=-238/3030 WEBS 1-10=-30/1165, 2-10=-1661/184, 2-9=-4/964, 3-9=-755/161, 4-8=0/483, 4-7=-1472/214, 5-7=-86/1840 NOTES - 1) Unbalanced fool to- loads have been considered for this des[gn. 2) Wind: ASCE 7-10; Vull=11 omph (3 -second gust) Vasd-87nVh; TCDL-6.Op91i SCOL=6-Ops%h=25ft; 8=45ft; L=25n: save -411; Cal- It; Exp B; Kd 1-00; enclosed; MWFRS (directional) and C•C Exledor(2) 0.1-12 to 3.1-12, 1ntedor(1) 3-1-12 l9 24.8.12 zone; cantilever left ani right exposed ; and vedical left and right exposed:C-C for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This Truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 14-8-1 3x5 17 21-3-6 4 WQ I n _ 32 6-7-5 .. Yla WT in (loc) Itdeo Ltd TC 0.50 e2 51R 8-9 >999 240 14-8-1 4x6 r 13 17 21-3-6 6-7-5 WQ I n _ 6-7-5 .. CSI. DEFL. in (loc) Itdeo Ltd TC 0.50 Vert(LL) -0.16 8-9 >999 240 BC 0.69 Vert(CT) -0.38 8-9 >775 180 WB 0443 Horz(CT) 0.08 6 n/a n/a Matrix -S 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord ift all areas where a rectangle 3-6-0 [all by 2-0,0 wide Will tit between the bottom chord and any other members. e) Provide mechanical Connection (by others) of truss to bearing plate capable a[ withstanding Ilio lb uplift at joinl(s) 11. 8. 7) This truss is designed in acmrdanCe with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1 - LOAD CASE(S) Standard 24-10-8 3-7-2 PLATES GRIP MT20 220/195 Weight: 115 Ib FT = 20 % eqo� _L SS ,meq { J101ANG CAO C HMO m EXP 06/30/20 Vk. rA1.�E1 January 03, 2019 4x6 r 13 17 W11 WQ I n 7 4x6 = 6 2x4 11 24-10-8 3-7-2 PLATES GRIP MT20 220/195 Weight: 115 Ib FT = 20 % eqo� _L SS ,meq { J101ANG CAO C HMO m EXP 06/30/20 Vk. rA1.�E1 January 03, 2019 Job — Truss :TrussType City Ply TRUSS A4 ;GABLE 7 T Plaile Offsets (x,Yj--[2:6.1-12,0-i-12], [3:0.2-B4O.3 4[, [7:0 4-0,0.0-i]. . ..............—. .. .Job Reference (op}Ipnal) 004 JMW TRUSS, YUMA A2' _ Run' 8.230 4 14 201$ Print- 8.2 10 s Apr 14 2018 MP'ek InCuSViBs, Inc. Thu ;fan 3 fl7;OB!46 2019 Page LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefi Ltd PLATES GRIP 10:neWg6WJ7HWrleJL8dibkvbhySsyo-1V9vTQ04LGC002ityCHkfZTYyBertjLd7EfPy6Hzz6U TC 0.49 Vert(LL) -0.13 8-9 >999 240 _.. 4-9-2 _-......- ...,....-. 11-4-7 17.11.11 18.0-2 24.10.8 4-9-2 6-7-5 _-_ _ __ B•7-fi 0$-7 6.4.5 Style – 1 36 8 Camber = 3/16 in 3.4 1 _ = 0.25'_2 4x6 – 13 i .1 '4210 -. 61 2 TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 LSZS WEBS 2x4 DF No.2 —T1 __ 3x5 = 3 62 63 4 OTHERS 2x4 DF No 7) This truss has been designed for a 10.0 psf bottom chord live 64 WN load nonconcurrent with an other live loads. Sr7 W2 STS w- $r► STIP sT9 BTIA n -- - � 'i 8177 afi1 $i74 Structural wood sheathing directly applied or 3-2-7 oc purlins, except sr9 T1b sr17 ar1D si7a �W s12a im g end verticals. y will fit between the bottom chord and an other members- tis a1� ail'2ti'r?5 µ'-'.... --..... `�--.......r.�..... 87s T`T ] Rigid ceiling directly applied or 10-0-0 oc bracing, plate capable of withstanding 100 Ib uplift at joint(s) 6 except (]t=lb) 11 MTek moom mends that Stabilizers and required oross bracing 10=102- 10) This truss is designed in accordance with the 2015 International 7 be Inslalled during truss efedion, in acoonlance wtlh Stabilizer 10 5x5 - 3x4 4x5 = 'b 4x4 ,3x7 = _3x6 3x6 _� 1-2-12 1-0-0– 8-0-13_ r 1-0-0 6-10-1 14.8-1 _ _ 6.7.5 21.3.6 l ...-.- 24-10-8 i 67-5 - —3-T-2 – 0.2.12 Plaile Offsets (x,Yj--[2:6.1-12,0-i-12], [3:0.2-B4O.3 4[, [7:0 4-0,0.0-i]. [8:0-3-0,0-0-7], [9:0-2-4,0-3-0], [9:0-3-8,0-0-0], [19:0-1-12,0-1-0], [20:0-1-12,0-0-0], [29:0-1-15,0-1-0], [37:0-1-15,0-1-0], [42:0-1-14,0-1-0], [50:0.1-14.0.1.0], [55:4-1-13,0.1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.13 8-9 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0-62 Vert(CT) -0,31 8-9 >891 180 BCLL 0.0 " Rep Stress Incr YES WB 0 46 Horz(CT) 0.07 6 n/a n/a BCDL 10,0 Code IBC2015/TP12014 Matrix -S Weight: 149 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 5) All plates are 2x4 MT20 unless otherwise indicated WEBS 2x4 DF No.2 6) Gable studs spaced at 1-4-0 oc. OTHERS 2x4 DF No 7) This truss has been designed for a 10.0 psf bottom chord live -2 BRACING- load nonconcurrent with an other live loads. TOP CHORD 8) " This truss has been designed for a live load of 20.Opsf on the Structural wood sheathing directly applied or 3-2-7 oc purlins, except bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide end verticals. y will fit between the bottom chord and an other members- BOT CHORD 9) Provide mechanical connection (by others) of truss to bearing Rigid ceiling directly applied or 10-0-0 oc bracing, plate capable of withstanding 100 Ib uplift at joint(s) 6 except (]t=lb) MTek moom mends that Stabilizers and required oross bracing 10=102- 10) This truss is designed in accordance with the 2015 International be Inslalled during truss efedion, in acoonlance wtlh Stabilizer Building Code section 2306,1 and referenced standard ANSI/TPI 1. InsWiallOn guide. REACTIONS. (Ib/size) LOAD CASE(S) 6 = 1044/0-5-8 (min, 0-1-8) Standard 10 = 1169/0-5-8 (min.0-1-8) Max Horz 10 =-182(LC 8) Max Uplift 6 = .-75(LC 9) 10 =-102(LC 8) FORCES. (Ib) Max, Comp./Max. Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2330/116, 3-4=-3058/123, 4-5=-1631/146, 5-6=-1010/98 BOT CHORD 9-10=-296/1440, 8-9=-305/3058, 7-8=-227/2804 WEB p LSS/�j�1 10=-1749/192, 2-9=-13/1053, 3-9=-856/171, Q�Q4 4-8=0/395, 4-7=-1351/208, 5-7=-80/1707 NOTES- r� JIQIANG CAO 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; C 66J810 TCDL=6.Opsf; BCDL=6,Opsf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. ll; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) w r� EXP 06/30/20 � 0-1-12 to 3-1-12. Interior(1) 3-1-12 to 24-8-12 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 e� grip DOL=1.60 A\ 3) 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. 4) Provide adequate drainage to prevent water ponding January 03, 2019 Jab it ssTruss Type (TRUSS �B1 GABLE i JMW TRUSS, YUMA AZ 0-7-2_ 7-0-0 772i7 0-74 6-4-14 0-2-7 Qty Ply I i Jab Referen-re.(o0"gl). 005 Run: 8 210 s Apr 14 2018 Print 8.210 s Apr 14 2018 MITek rnduwies, in Thu Jan 3 07 08:47 2019 Page I D:neWg6wJ7NwmeJL8dibkvphy5syv-ViZHhmI ikektQCt3WKoaCnViA46n5s89TJMjzz6U 13-8-8 13-9-11 20-8-8 6-6-1 M-3 6-10-13 Seale 318•'=r 40 22 025112 1 7 51 3x4 - T7 .. 57 3 4I�I -'72 STa S3 sO 871E N W1 W2 $T9ST17 sr7C W4 $712 ST 10 n . 812 !<,; ST9 BT9 $115 5716 ST4 STY j1 ;YSa � 9T71 -81 ... - .. .-. ... -. ..97 21 20 19 18 17 16 15 14 13 12 11 10 11 a 7 6 s ,5x5 3x4 3x4 3x7 _ 3-10-13 7.0.0 10.6-1 13-8-8 17-1-6 20-8-8 3-10-133-1.3 3-6-1 3-2-7 3-4-14 3-7-2 PlatE4Dffseis[X,Y}- [2,0-3-0,0.3-4), [S:iJ-2-ti,D-0.11], [13:0-1-6;0}1-{1], (18:0.2-4,D-8-0], [i8:4S$,040), 123:0-1-15,0-1-0], [25:0-1-15,0-1-0], [29:0-1-15,0-1-0], [34:0-1-15,0-1-0], [38:0-1-14,0-1-0], [43:0-1-14,0- - ---- --...- ---- - ]47:0 1 13.0 1 01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.52 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1-25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -S Weight: 121 Ib FT = 20 LUMBER - TOP CHORD 2x4 DF No.2 NOTES - BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; OTHERS2x4 DF No.2 TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. BRACING- ll; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C TOP CHORD Corner(3) 0-1-12 to 3-1-12, Extedor(2) 3-1-12 to 20-6-12 zone; Structural wood sheathing directly applied or 6-0-0 oc puriins, except cantilever left and right exposed ; end vertical left and right end verticals. exposed;C-C for members and forces 8 MWFRS for reactions BOT CHORD shown; Lumber DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 2) Truss designed for wind loads in the plane of the truss only. For 10-0-0 oc bracing: 10-11. studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building MiTek recommends that Stabilizers and required cross bracing designer as per ANSI/TPI 1. be installed during truss erection, in accordance with Stabilizer 3) Provide adequate drainage to prevent water ponding. Inslallation guWe, 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. REACTIONS. All bearings 20-8-8. 6) Gable studs spaced at 1-4-0 oc. (Ib) - Max Horz 7) This truss has been designed for a 10.0 psf bottom chord live 21=-126(LC 26) load nonconcurrent with any other live loads. Max Uplift 8) . This truss has been designed for a live load of 20,Opsf on the All uplift 100 Ib or less at joint(s) 18, 20, 6 bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide except 21=-353(LC 25), 5=-351 (LC 28), will fit between the bottom chord and any other members. 13=-172(LC 28), 8=-105(LC 34) 9) Provide mechanical connection (by others) of truss to bearing Max Grav plate capable of withstanding 100 Ib uplift at joint(s) 18, 20, 6 except All reactions 250 Ib or less at joint(s) 20, 19, (jt=lb) 21=353, 5=351, 13=172, 8=105, 17, 16, 15, 14, 12, 11, 10, 9, 7, 6 except 10) This truss is designed in accordance with the 2015 International 21=389(LC 32), 5=383(LC 29), 18=335(LC 1), Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13=593(LC 1), 8=314(LC 1) 11) This truss has been designed for a total drag load of 3266 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist FORCES. (lb) drag loads along bottom chord from 0-0-0 to 20-6-8 for 157.7 plf- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD LOADCASE(S) VTLSS/() 1-21=-359/340, 1-2=-626/640, 2-3=-636/645, Standard 3-4=-631/625, 4-5=-349/339 C� BOTCHORD e, JIQIANG CAO 20-21=-327/305,19-20=-537/515,18-19=-731/710, +4' 17-18=-622/641, 16-17=-396/415, 15-16=-336/355, �7 1 14-15=-547/566, 13-14=-732/751, 12-13=-645/680, r �.� C 66.580 11-12=-410/444,10-11=-280/315,9-10=-490/525, W 1 8-9=-666/701, 7-8=-558/631, 6-7=-313/386 EXP 06/30/20 + WEBS 1-18=-714/697, 2-18=-864/774, 2-13=-987/858, iS 3-13=-923/754, 3-8=-867/771, 4-8=-719/653 January 03, 2019 Job Tn= TRUSS B2 JMW TRUSS, YUMA AZ 0-5-10 -4 ....... 2-9-0 0:11 8 2-3-6 0-5-10 Truss Type City Ply - - Roof Special 18 1 Jan Reference (oPlional) 006 Run: 8.210 s Apr 14 2018 Print: 8.210 s Apr 14 2016 MiTak Industries, Inc. Thu Jan 3 07 08 48 2019 Page ID:ncWgSwJ7NwmaJL8dlbkvbhy5syo-_u6gu62KVusj1 MSG31JCk_Ypg7 KrB H 01 hzu3AAzz6T 5-3-0 611.0 7.0.15 13.70 _----- _ 13-P-3 20-7-0 2-6-0 1-8-8 0.1.7 6-6-9 0-0-11 6-10-13 Scale = 1 32 9 Camber - 110 in 025 L12 002 MT20FI6.-, 1 2 1 1 --'- -j--- .. —T1 — �s H 16. 3xq ,5x7 -_ 3x4 3 15 — _ 16 q e 3xq = -0-1-S 3-9-5 6-11-8 10-4-9 13-7.8 0-1.8 3-9-5 3-2-3 3-5-1 3-2-15 Plate Offsets (X_[2:0--5--11,Edge],-[3:0.3-8,0-3-d], [9.0-2.4,0-3-0]— wa 4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d TCLL 20,0 Plate Grip DOL 1.25 TC 0,82 Vert(LL) -0,08 8 >999 240 TCDL 15.0 Lumber DOL 1,25 BC 0.58 Vert(CT) -0,22 8-9 >999 180 BCLL 00 " Rep Stress Incr YES WB 0.34 Horz(CT) 0.05 6 n/a n/a BCDL 10,0 Code IBC2015ITP12014 Matrix -S LUMBER- TOP CHORD 2x4 DF No.2 7) Refer to girder(s) for truss to truss connections, BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No,2 8) Provide mechanical connection (by others) of truss to bearing BRACING- plate capable of withstanding 1001b uplift atjoint(s) 6. TOP CHORD 9) This truss is designed in accordance with the 2015 International Structural wood sheathing directly applied or 2-3-2 oc purlins, except Building Code section 2306.1 and referenced standard ANSI/TPI 1, end verticals, BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing- Standard maek recommends that Stabilizers and required crass bracing be Inslalled during truss erection. In accordance wllh StablIIzer In1,1081ian guide. REACTIONS. (Ib/size) 10 = 1184/Mechanical 6 = 966/0-5-8 (min. 0-1-8) Max Horz 10 =-125(LC 8) Max Uplift 6 = -13(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-1128/0, 2-3=-1490/0, 3-4=-2689/0, 4-5=-1472/24, 5-6=-932/26 BOT CHORD 9-10=-55/256, 8-9=0/2616, 7-8=-20/2503 WEBS 2-9=0/1492, 3-9=-1325/0, 4-8=0/369, 4-7=-1188/84, 5-7=0/1524 NOTES - 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6,Opsf; BCDL=6.Opsf; h=25ft B=45ft; L=24ft; eave=4ft; Cat, II; Exp B; Kc! 1,00; enclosed; MWFRS (directional) and C -C Exterior(2) -0-1-8 to 2-10-8, Interior(1) 2-10-8 to 20-5-4 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) 300,Olb AC unit load placed on the top chord, 4-0-0 from left end, supported at two points, 2-6-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.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, 4x6 12 — 17 y —_ wa 4 vre w+ a 2x4 11 16.11-14 20.7-0 3-4-6 3-7-2 PLATES GRIP MT20 220/195 MT20HS 165/146 Weight: 93 It FT = 20% JUANG CAO C HMO 1 ,' V I 1 r EXP 06/30/20 / n - - January 03, 2019 Jab Truss Trues Type TRUSS B3 Roof Spaaal JMW TRUSS. YUMA AZ 7-1-13 7-7-15 7-1-13 0.6.2 0 25 Ll2 30 = 11 _— T1— wI V92 qty Ply 2 1 Job Reference (optional) 007 Run8210 s Apr 14 2010 Pnnt 8.210 s Appr 14 2018 MiTek industries, Inc. Thu Jan $ 07:0849 2019 Page I0.ncWg6wJ7NwmeJLBdlbkvbhySsyo•54925$2yGB afV1ShcgRHB50lOhnwl2Swdecicu6T 14.0.3 14-3-3 01 .2.0 6.4-4 0.3-1 6-10-13 6x6 30 2 12 13 3 —_. ..... _.. T 12 W0. - W4 VF, 7 3z4 = 44-5 7-1-13 61 14.04 4-4-5 2.9-g _ ................10-11-9- } 3 9 12 6 Plale Olfsets (KY)-- 5x5 9 _ 2x4 II TCLL 20.0 Plate Grip DOL 1.25 qty Ply 2 1 Job Reference (optional) 007 Run8210 s Apr 14 2010 Pnnt 8.210 s Appr 14 2018 MiTek industries, Inc. Thu Jan $ 07:0849 2019 Page I0.ncWg6wJ7NwmeJLBdlbkvbhySsyo•54925$2yGB afV1ShcgRHB50lOhnwl2Swdecicu6T 14.0.3 14-3-3 01 .2.0 6.4-4 0.3-1 6-10-13 6x6 30 2 12 13 3 —_. ..... _.. T 12 W0. - W4 VF, 7 3z4 = 44-5 7-1-13 14.04 4-4-5 2.9-g _ ................10-11-9- } 3 9 12 _ . 3 Q 1Q Plale Olfsets (KY)-- LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (joc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.09 7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -S LUMBER - TOP CHORD 2x4 OF No.2 6) This truss is designed in accordance with the 2015 International BOT CHORD 2x4 OF Not Building Code section 2306,1 and referenced standard ANSI/TPI 1, WEBS 2x4 OF No.2 BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 3-5-6 oc purlins, except Standard end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabllizers and required cross bracing be Installed during truss erection, in accordance with Sta61112er Installation guide. f REACTIONS. (Ib/size) 9 = 939/0-5-8 (min, 0-1-8) 5 = 939/0-5-8 (min. 0-1-8) Max Horz 9 =-126(LC 8) Max Uplift 9 = -71(LC 8) 5 = -69(LC 9) FORCES. (lb) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOPCHORD 1-9=-898/87.1-2=-1439/47, 2-3=-2533/140, 3-4=-1425/126, 4-5=-906/82 BOTCHORD 7-8=-237/2399, 6-7=-202/2417 WEBS 1-8=-47/1511, 2-8=-1127/182, 2-7=0/291, 3-7=0/264, 3-6=-1142/179, 4-6=-45/1476 NOTES - 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-0-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 9, 5. It Ws w1 17-6-14 21-2-0 3-6-11 3.7.2 PLATES GRIP MT20 220/195 Weight: 95 Ib FT = 20% Scale = 1 33 4 Camber= 1/e in p�z)1 tSS/p�� 4 illANG CAO c� 1 EXP 06/30/20 s V\ ! January 03, 2019 F,tob— TRW Truss Type qty Ply TROSS 930 Roof Special Girder I Job Reference (optkhnal) TR USS, YUNiA AZ . ................. . ...... . . . . . . ....... Run: 8.210 s A 008 , ?r 14 2018 Prinl: 4,2 10 8 Apr 14 20 fS MiTak InduWas, Inc Thu Jan 3 07, 013, 50 2019 Pogo ID:ncVVq6w NwmeJLBdibkvbhySsyo-wHEQJo3blV6fzMfoeSSMgpPdCco4y(CybgHNAE2zz67 7-5-3 14-0-7 20-11-4 7-5-3 6-7-5 6-10-13 Scale = 1:33 0 4>16 - 10 EM 3x6 5x6 - 3�4 2 12 13 -T2 14 — i W4 W5 M W7 e2 ' Ll 5x5 2x4 7 3x4 - 6 5 3A 2M 4145 10-8-13 17-4-2 20-11-4 649 6-7-5 3-7-2 Piate O—t,f—sM-- MY) [2.9-;A2.0-3-41, [8:0-2-4.0-3-0] .. . ....... LOAIDING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.03 7-8 >999 240 MT20 220/195 TCDL 15,0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.06 7-8 >999 180 BCLL 010 • Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 5 n/a n1a BCDL 10.0 Code IBC20151TP12014 Matrix -S Weight: 94 lb FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 4) * This truss has been designed for a live load of 20.Opsf on the WEBS 2x4 DF No.2 bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide BRACING- will fit between the bottom chord and any other members. TOP CHORD 5) Provide mechanical connection (by others) of truss to bearing Structural wood sheathing directly applied or 6-0-0 oc purlins, except plate at joint(s) 9. end verticals. 6) Provide mechanical connection (by others) of truss to bearing BOT CHORD plate capable of withstanding 100 lb uplift at joint(s) 7, 6 except Rigid coiling directly applied or 6-0-0 oc bracing, at=lb) 9=348, 5=316. 7) This truss is designed in accordance with the 21115 International M [Tek recommends that Stabilizers and required cross bracing Building Code section 2306-1 and referenced standard ANSI/TPI 1. be Installed during truss erection, In avwdance with Stabilizer 8) This truss has been designed for a total drag load of 3266 lb, Installation guide. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-11-4 for 156.0 plf. REACTIONS. All bearings 13-11-0 except Ot=length) 9=0-2-14 (lb) - Max Horz 9=-126(LC 26) LOAD CASE(S) Max Uplift Standard All uplift 100 lb or less at joint(s) 7, 6 except 9=-348(LC 25), 5=-316(LC 28) Max Grav ' All reactions 250 lb or less at joint(s) except 9=537(LC 32), 5=366(LC 29), 7=945(LC 1), 6=350(LC 1 ) FORCES. (lb) Max- Comp./Max- Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 1-9=-532/360, 1-2=-848/580, 2-3=-636/755, 3-4=-620/625, 4-5=-345/338 BOTCHORD 8-9=-757/745, 7-8=-709/840, 6-7=-665/637, ISS/0 WEBS54/618 2-8=-606/740, 2-7=-1224/803, 3-7=-982/744, 3-6=-806/778, 4-6=-714/648, 1-8=-650/886 JDANG CAO NOTES - 1) Wind: ASCE 7-10; Vult= 11 Omph (3 -second gust) Vasd=87mph; C 66380 TCDL=6,Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat- 11; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) EXP 06/30/20 0-1-12 to 3-1-12, Interior(l) 3-1-12 to 20-9-8 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 DOL=1.60 grip 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. January 03, 2019 Job Truss Truss Type Qty ply TRUSS B4 Roof Special 2 1 n/� 2-9.9 3.9.12 Structural wood sheathing directly applied or 3-5-6 oc purlins, except Job Reference (opllonal) 009 JMVV TRUSS, YUMA AZ 3-6-11 Plate Offsets(X,Y)--[2:0.3.0,0.3.4j,[8:0.2.4,0.3•pj Run: 8"210 a Apr 14 2018 Print. 8.210 s Apr 14 2018 MiTex Intlusuies, Inc. Thu Jan 3 07 CW. 51 2019 Pa Rigid ceiling directly applied or 10-0-0 oc bracing. ........................... I D:ncWg6wJ 7 Nw meJ L8d i bkvbhySsyo-OToo W84On pE I u pBrlAlvMc-A MCCN FOfYI Ox7jmVzz6 T be installed during truss erection, in accordance with Stabilizer 7-1-13 7,-7-15 14-0-3 14-3-3 21-2-0 DEFL. 7-1-13 0-6-2 6-4-4 01I-3'1 6-10-13 TCLL 20.0 Plate Grip DOL 125 TC 065 Scale = 1:33 4 Camber= 1/Bin -0 09 7 >999 240 4x6 Lumber DOL 1.25 025L12 Vert(CT) 10 1 30 _ 180 BCLL 0.0 ' 3x4 = WB 0 29 T1 2 12 13 3 14 1Vq ,� W1 w2 BCDL 10.0 W3 Wi H � 7-8=-237/2399, 6-7=-202/2417 yi lLti VY] 91 u 2x4 II a 1-8=-47/1511, 2-8=-1127/182, 2-7=0/291, a2 = 5 2x4 II 4-4-5 7-1-13 10.11-9 6) This truss is designed in accordance with the 2015 International 14-0-3 Building Code section 2306 1 and referenced standard ANSI/TPI 1 17.6.14 4.4-5 2-9.9 3.9.12 Structural wood sheathing directly applied or 3-5-6 oc purlins, except 3-b-10 1 3-6-11 Plate Offsets(X,Y)--[2:0.3.0,0.3.4j,[8:0.2.4,0.3•pj Rigid ceiling directly applied or 10-0-0 oc bracing. ........................... ... . be installed during truss erection, in accordance with Stabilizer LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 125 TC 065 Vert(LL) -0 09 7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 29 Horz(CT) 0 05 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matnx-S BOTCHORD 7-8=-237/2399, 6-7=-202/2417 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 6) This truss is designed in accordance with the 2015 International WEBS 2x4 DF No.2 Building Code section 2306 1 and referenced standard ANSI/TPI 1 BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 3-5-6 oc purlins, except Standard end verticals. BOTCHORD 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) 9 • 939/0-5-8 (min. 0-1-8) 5 = 939/0-5-8 (min. 0-1-8) Max Horz 9 =-126(LC 8) Max Uplift 9 = -71 (LC 8) 5 = -69(LC 9) FORCES. (lb) Max Comp./Max" Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-898/87,1-2=-1439/47. 2-3=-2533/140, 3-4=-1425/126, 4-5=-906/82 BOTCHORD 7-8=-237/2399, 6-7=-202/2417 WEBS 1-8=-47/1511, 2-8=-1127/182, 2-7=0/291, 3-7=0/264, 3-6=-1142/179, 4-6=-45/1476 NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-0-4 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 9, 5. 21-2.0 3-7-2 PLATES GRIP MT20 220/195 Weight: 95 Ib FT = 20% C 66.180 EXP 06/30/20ve J i r iV1\ J`,$ II January 03, 2019 Jl7b Truss Truss TYPE 4ly Ply TRUSS X65 Roof Special Structural Gable 1 1 �( t)Vftd: ASCE 7-10; Vull-110mph (3 -second gust) VaW--87nVh; Job Reference {optional} 010 JMW TRUSS, YUMA AZ TCOLc&0psf; BCOL=6,0psf; h=25ft; B=45ft; L=24ft; eavea4ff; Cat, 11; Run- 8.210 s Apr 14 2018 Print. 8.210 s Apr 14 2819 MiTek Industries. Ina Thu Jan 3 07:8a:52 2019 Page ID 7-2-8 7-9-15 ncVVq6wJ7NwmeJLSdibkvbhy5syo-sfMAkU5rY6M9Wam1IMvgiYXcnx78vucbsGJxzzBT 14-1-8 14-5-3 21-4.0 7-2-8 0.7-7 6-3-9 0.3.11 &10.13 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-2-4.xo71e; cantilever left and Scale - 1:33 6 025112 4x0 - 11 I 1 3'e .-- 12 5x7 - 3x4 = - -T1_- - 2 13 14 _- -- _— - 3 T7 15 grip DOL=1.60 wl w2 2) Provide adequate drainage to prevent water ponding. �} n 3) This truss has been designed for a 10.0 psf bottom chord live load ws we °w e1 , . -..... e2 a 10 0 2x4 �Sx5 =' 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in 3-6-0 3z4 B 5 3x4 = 2x4:I _--- 4-6-5 7-2-8........ 1.1-1-9 1.1-10-6 14-1-8 17-8-14 18.1.14 21.4-0 4 6.5_ 2-8-3 .... 3-11-1 — 4 8 13 2-3-2 3-7-6 0-5-0 3-2-2 Plate Offsets {X,Y) (2:0 3.8,0.3-4], [9:0 2 4,0.3.0] capable of withstanding 100 Ib uplift at joint(s) 10, 5, 9, 8. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.03 8-9 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1,25 BC 0.25 Vert(CT) -0.06 8-9 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -S Weight: 95 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 6) This truss is designed in accordance with the 2015 International WEBS 2x4 DF No.2 Building Code section 2306.1 and referenced standard ANSI/TPI 1 BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except LOAD CASE(S) end verticals- Standard Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends Ihat Stabilizers and required cross bradng be Installed during Irusserection. In accordance with Stahtiizer Installation guide. REACTIONS. All bearlWs 11-10-6 except Qt=length) 5=3-5-10, 6=3-5-10, 6=3-5-10, 7=0.3-8. (Ib) - Max Horz 10=-126(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 10, 5, 9, 8 Max Grav All reactions 250 Ib or less at joint(s) 10, 5, 7 except 9=431 (LC 1), 8=674(LC 1), 6=383(LC 1), 6=383(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 8-9=-140/307, 7-8=-127/285, 6-7=-127/285 WEBS 2-9=-454/160, 2-8=-593/156, 3-8=-556/154, 3-6=-011/137 1 Q t ISSI�� NOTES-� �( t)Vftd: ASCE 7-10; Vull-110mph (3 -second gust) VaW--87nVh; Q TCOLc&0psf; BCOL=6,0psf; h=25ft; B=45ft; L=24ft; eavea4ff; Cat, 11; ti4: JDANG CAO Exp B; Kc! 1.00; enclosed; MWFRS (dirediortQ and C -C FAerior(2) c/) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-2-4.xo71e; cantilever left and C 66180 right exposed ; end vertical left and right exposed;C-C for members �� w and fom" & MWFRS for reactions shown; Lumber DOL=1.60 plate r EXP 06/30/20 grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. �} 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in 3-6-0 rA��[ all are" where a rectangle tall fry 2-0-0 wide will fit between the WHOM chord and any other members."' r- - 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10, 5, 9, 8. January 03, 2019 Job Truss Truss Type Oty Ply TRUSS B6 Roof Special Structural Gable 1 i 01 1 Joh ReFereriCa (gptlonsV) JMW TRUSS, YUMA A2 Run: 8.2105 Apr 14 2018 Print: 8.210 s Apr 14 2018 MITek Industries, Inc Thu Jan 3 67 08:53 2019 Pa e 1€3:ncWg6wJ7NwmeJLBdlbkvbhy5syo-Kswzxg6TJQU087iDsbvN R1FjU04Saw1 rFcgrNzz6T 7-2-8 7.9.15 14.5.3 - 21-4-0 7-2-8 0.7.7 6-7-5 6-10-13 Smle = 1:33 6 Camber = 1116 in 4.6 11 11 0 25112 I 1 3x6= 5x8 -1 3x4 = 12 T1 2 13 14 3 IS 4 SdSd !� w2 vie vu4 ws IRS w7 N I 10 15x5 _1 3x4 r 6 5 II 2x4 II 3x4 2x4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-574/82,1-2=-791/35, 2-3=-547/79, 3-4=-134/636 8 9T 2 20RD0, 7-8=-147/404, 6-7=-147/404 ��1 E S WEBS r �� 1-9=-33/782, 2-9=-380/170, 2-8=-663/132, 3-8=0/259, 3-6=-1186/198, 4-6=-804/148 JIQIANG CAO =' C 15MO NOTES- n � 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vas&87mph; r1 TCDL=6.0psL BCDL=6.0psf; h=25ft: 8=45tt; L=20- eave=411; Cat. 11; w I� Exp B; Kd 1.00; enctosed; MWFRS (directional) and 'O -C Exteri0r(211 EXP 06/30/20 0.1-12 to 3-1-12, Inlerior(1) 3-1-12 to 21-2.4 zone; canlllev"tell and right exposed ; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.80 plate �'` \4 . grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. �'��` _ 3) This truss has been designed for 10 0 psf bottom chord live load nonconcurrent with any other live loads. January 03, 2019 18-1-2 4-0-5 7-2-a: 16-:-9 12-1-14 14•:0-6 17 3 11 17-10.8 21.4-0 2W4 - 3.11.1 10.5 .^-6.8 7 ^.C•3 0-1-8: 12-14 0.2-12 Plate Offsets (X,Y] - [2:0.3.0,4.3.4]. 19:0-24.0 3 0) LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.05 8-9 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1 25 BC 0.42 Verl(CT) -0.14 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0-02 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -S Weight: 95 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 4) " This truss has been designed for a live load of 20.6psf on the BOT CHORD 2x4 DF No.2 bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide WEBS 2x4 DF No.2 will fit between the bottom chord and any other members. BRACING- 5) Provide mechanical connection (by others) of truss m bearing. TOP CHORD plate capable of withstanding 100 Ib uplift at joint(s) 10, G. 7 except Structural wood sheathing directly applied or 5-4-14 oc purlins, except al=M) 5=118. end verticals. 6) This truss isdeslgned in accordanoa with the 2615 International BOT CHORD Building Code section 2306.1 and referenced standard ANSVTPI 1. Rigid telling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required moss bracing be installed during truss erection, in accordance with Stabilizer LOAD CASE(S) Installation guide. Standard REACTIONS. All bearings 0-5-8 except Qt=leng(h) 6=6-0-0, 6=6-0-0, 7=0-3-8. (lb) - Max Horz 10=-126(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 10, 6, 7 except 5=-118(LC 18) Max Grav All reactions 250 Ib or less at joint(s) 5 except 10=602(LC 1), 6=984(LC 1), 6=984(LC 1), 7=420(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-574/82,1-2=-791/35, 2-3=-547/79, 3-4=-134/636 8 9T 2 20RD0, 7-8=-147/404, 6-7=-147/404 ��1 E S WEBS r �� 1-9=-33/782, 2-9=-380/170, 2-8=-663/132, 3-8=0/259, 3-6=-1186/198, 4-6=-804/148 JIQIANG CAO =' C 15MO NOTES- n � 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vas&87mph; r1 TCDL=6.0psL BCDL=6.0psf; h=25ft: 8=45tt; L=20- eave=411; Cat. 11; w I� Exp B; Kd 1.00; enctosed; MWFRS (directional) and 'O -C Exteri0r(211 EXP 06/30/20 0.1-12 to 3-1-12, Inlerior(1) 3-1-12 to 21-2.4 zone; canlllev"tell and right exposed ; end vertical left and fight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.80 plate �'` \4 . grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. �'��` _ 3) This truss has been designed for 10 0 psf bottom chord live load nonconcurrent with any other live loads. January 03, 2019 Job Truss Truss Type Qty Ply TRUSS B7 Roof Special 2 1 0 �1 Job Reverence (opa2an8l) U ! L JMW TRUSS. YUMA AZ aagg ftufD:llcWg6WJ7Nwm0 s Apr 14 20 1aJL8dib8 Print kvbhy5s10 s yo -K14 swZxg618 TJOU087M iRlFioO2gsZ1 i Fcgr15! 53 N xfiT 7.2-8. 7415 14-7.8 14-5-3 21-4.0 7�2 S D 7-7 6.3-11 0-3-11 6-10.13 Scale- 1:33.6 Camber= 1/8 in 0.25L12 40 10 1 3x7 = 11 5x8 - 3x4 = 2 12 13 3 14 a .+ w1 w2 '!!l ,: ev ry *Z H7 e1 — 6 13: 7 3x4 = 5 p 2x4 II Z" . 4-6-5 7.2.g 11.1-9 14.1.8 17-8-14 21.4-0 3-7-2 4.6.5 2-8-3 3.11.1 2-11-15 3-7.6 Plate Offsets (X.Y-[2:{33.0.0-3.41, [8:0.2.41.0.3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0 10 7 >999 240 MT20 220/195 TCLL 20,0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1 25 TC 070 BC 0.54 Vert(CT) -0 23 7-8 >999 180 BCLL 0-0 " Rep Stress Incr YES WB 029 Horz(CT) 0.05 5 n/a n/a Weight: 95 Ib FT = 20% BCDL 10.0 Code IBC2015/TPI2014 Matrix -S LUMBER - TOP CHORD 2x4 DF No 2 6) This truss is designed in accordance with the 2015 International BOT CHORD 2x4 DF No.2 Building Code section 2306 1 and referenced standard ANSI/TPI 1 WEBS 2x4 DF No -2 BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 3-4-8 oc purlins, except Standard end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek reiammands that Slabillzefs and required cross bracing be installed during truss erection, in accordance with Stabilizer Ins)aVatlon guide. REACTIONS. (Ib/size) 9 = 947/0-5-8 (min. 0-1-8) 5 = 947/0-5-8 (min. 0-1-8) Max Horz 9 =-126(LC 8) Max Uplift 9 = -71 (LC 8) 5 = -69(IC 9) FORCES. (lb) Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-903/89,1-2=-1496/48, 2-3=-2574/143, 3-4=-1439/127, 4-5=-913/82 BOT CHORD 7-8=-240/2454, 6-7=-202/2442 WEBS 1-8=0/7/1558, 2-8=-1126/183, 2-59, 3-7=0/276, 3-6=-1156/179, 4-6=-445/149/1491 NOTES - -;r_-, 1) VWnd: ASCE 7.10; Vull=11 Omph (3 -second gust) Vasd=87mph;J101ANG CAO TCDL=E.0psf; 6CDL=8.Dpsf; h=25ft; 13 -45ft; L=2411; cave=4111; Cat. Il; Exp B; Kd 1.00; enclosed; MiAFRS (directional) and C -C Exterlor(2) C 66180 0-1-12 to 3.1-12, 1nterior(1) 3.1-12 to 21-2-4 zone; cantilever left and L7 right exposed ; end vertical left and right exposed;C-C for members 1 rn a EXP 06/30/20 and forces & MWF RS for reactions shown; Lumber DOL=1-60 plate grip DOL=1.50 Ci L f7 2) Provide adequate drainage 141 prevenl water ponding - 3) This Suss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads - 4) • This lfuss has been designed for a live toad of 20.0psf on the bottom chord In all areas where a rectangle 3.64 Tall by 2-0-0 wide - will fit between the boltom chord and any other meMbers. 5) Provide mechanical connection (by others) 61 Truss to bearing plate J a n U a ry 03, 2019 capable of withstanding 100 lb uplift at joint(s) 9.5. T Job Truss Trues Type ply pjy •' TRUSS B8 Roof Special 7 1 Job Reference (opl") 013 JM W TRUSS, YUMA AZ Run: 8.210 s Apr 14 2018 PAM: 8.21 0s Apr 14 2018 MiTek Industries, Inc Thu Jan 3.06-54 2019 P 07 a e IO:ncWg6w,l7NwmeJLBdibkvbhySsyo-o2Ux9A654kdtlHwOQIQe FowdPLAb_OB4vLNNg228- _5-3-2 6-5-14 _ _ _11-10-7 18-5-11 1!710-10 25-4-8 0.1.85-3-2 1-2-12 5-4-9 6-7-5 OA -15 6-5-14 Scale = 1'40 1 Camber= 114 in 025112 4x6 - 14 3x5 — 1 4*4 3 ,5.5 T1 A 16 17 3x5 5 lb —T2— 16 6 - NY* QQ r YJ V47 WIN VA a I1 1312 iri 2x4 1 10 9 B 5x5' 3x4 = 4.6 7 2x4 O -j-8 7.11-8 B-6-13 15-2-1 21-9-6 25-4-8 0-1.8 1-11-8 6-7-5 6-7-5 6-7-5 3-7-2 Plate Offsets KY�(4:0-2.8,0.3.4],]10:0-2-4,0-3.4] LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 1 Vert(LL) -0.17 9-10 >999 240 MT20 22W195 TCDL 15.0 Lumber DOL 1.25 BC 0,71 Vert(CT) -0.41 9-10 >738 180 BCLL 010 " Rep Stress Incr YES WB 0-43 Horz(CT) 0,09 7 n/a n/a BCDL 1QO Code IBC2015/TPI2014 Matrix -S Weight: 114 Ib FT = 20 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No 6) Provide mechanical connection (by others) of truss 10 bearing WEBS 2x4 DF No.2 2 plate capable of withstanding 100 Ib uplift a1 joint(s)12, T. 7 This truss is designed in accordance with the 2015 International TOPCHORD Building Code section 2306-1 and referenced standard ANSI/TPI 1. Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals: BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Slabilizers and required cross bracing 1 be installed during truss erectlort. In accordance with SlaWlizer Installation guide. - REACTIONS. (Ib/size) 12 = 1142/Mechanical 7 = 1129/0-5-8 (min. 0-1-8) Max Horz 12 =-128(LC 8) Max Uplift 12 = -57(LC 8) 7 = -63(LC 9) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-1131/58, 2-3=-851/38, 3-4=-3016/132, 4-5=-3497/188, 5-6=-1794/144,6-7=-1094/88 BOTCHORD 10-11=-234/2231, 9-10=-268/3624,8-9=-220/3111 WEBS 2-11=-21/1271, 3-11=-1647/170, 3-10=0/928, 4-10=-715/135, 5-9=0/514.5-8=-1516/192, Essro�,� 6-8=-59/1888 RoF (y� NOTES - `��, 1) Wind: ASCE 7-10j Vul1=110nVh (3 -second gust)Vasd=87nVh; �� JUANG CAO TCDL=B.Opsf; BCDL=6-Opsf; h=25ft; B-45ff L=25ft; eave=4fl; Cat. 11; c/) Exp B; Kc! 1.00; enclosed; MWFRS (directional) and C -C Exterior(2) — G 66M0 Z V -0-1-8 to 2-10-8, Interior(1) 2-10-8 to 25-2-12 zone; cantilever left and CD m right exposed ; end vertical left and right exposed;C-C for members EXP 06/30/20 and fofCes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL -1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 I:W bottom chord live load WV � \Q nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide { will fit between the bottom .chord and any other members. 5) Refer to girder(s) for truss to truss connections, Il January OJ, 2019 Job -Tnrss TRUSS liB JMW TRUSS, YUMA AZ 5-4-10 5-4-10 jTaM Type GABLE 6-fr4 � 11-11-15 i 1.7_10 i' S-rr11 025, 12 Rly Ply 1 1 Jab Reference (optWet) 01..4 Run" 8.2108 Apr 14 2016 Print: 8.210 5 Apr 14 2018 MlTelt IndustfW, fnc. Tutu Jan 3 07,08,55 2019 Page ID: nc Wg6wJ 7Nwm$J LBdibkvbhy&yaGE2J M V7jr1 I k N OUo_?xrMK2w plZKPx KI Z 5xwGzz6T 18.7-3 18-11-12 25-6-0 i 6-7.5 0.4-9 6-6-4 14x5 4x5= ,5x5 = T2 2 71 3 23 3x4 4 24 Rio T2 s7+ y W+ST3 �^ WL Wa 'h5 W6 W7 we STS 51 132 kk 9 s 7 +. 3x4 3,5 = 13 12 11 10 $14 4. - 1- 11-8 2-1.0 3-8-D B-8.5 15.3-9 1.11.8 0.1.8 1.7.0 5.0-5 6.7.5 Plate Offsets (KY)•- [3.0-2-8.0-3-0], (9:0.2-4,0-3.oi . 5 LOADING(pg) SPACING- 2-0.0 CSI. DEFL. in (loc) lldafl Ud TCLL 20.0 Piale Grip DOL 1.25 TC 0.66 Verl(LL) -0.09 8.9 X999 240 TCDL 15.0 Lumber OOL 1.25 BC 0.51 Vert(CT) -0.23 8.9 X999 180 $CLL 0.0 ' Rep Stress Incr YES M 0-52 Horz(CT) 0.04 6 n!a rNa BGDL 10.0 Code MC20151TP12014 Matrix -S LUMBER - TOP CHORD 2x4 OF No.2 BOT CHORD 2x4 OF No.2 ? Truss designed for wind loads in the lane of the truss only. For ) 9 P Y� WEBS 2x4 DF No.2 studs exposed to wind (normal to the face), see Standard Industry OTHERS 2x4 OF No.2 Gable End Details as applicable, or consult qualified building BRACING- designer as per ANS1ffPI 1 - TOP CHORD 3) Provide adequate drainage to prevent water ponding Structural wood sheathing directly applied or 3-10-11 oc purlins, 4) All plates are 2x4 MT20 unless otherwise indicated. except end verticals. 5) Gable studs spaced at 1-4-0 oc. BOT CHORD 6) This truss has been designed for a 10.0 psf bottom chord live Rigid ceiling directly applied or 10-0-0 oc bracing, Except: bad noncottcurrent with any other live loads. 6-0-0 oc brarJng: 10-11.9-10. 7) This Iruss has been designed fora live toad of 20.0psf on the MiTek recommends that Stabtllzers and required cross bracing. bottom chord in 4 areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. be Installed during Iruss erection, in accordance with Stabilizer 8j Provide mechanical connection (by others) of truss to bearing InslellaliorT guide, pintsoapable of withstanding 100 Ib uplift atjoint(s) 6 except (jt -lb) 13.1843, 11=125. REACTIONS. All bearings 3-11-8 except (jt=length) 6=0-5-8, 10=0-3-8, 9) This truss is designed in accordance with the 2015 Intemational 10.0.3.8. (Ib) - Max Horz Building Code section 2306.1 and referenced standard ANSI/TPI 1, 13=-129(LC 8) 10) This truss has large uplift reaction(s) from gravity load case(s)_ Max Uplift Proper connection is required.to,secure truss against upward All uplift 100 Ib or less at joint(s) 6 except movement at the bearings. Building designer must provide for uplift 13=-1843(LC 1), 11=-125(LC 8) reactions indicated. Max Grav All reactions 250 Ib or less at joint(s) 13, 12, LOAD CASE(S) 10, 10 except 6=877(LC 1), 11=2957(LC 1) Standard FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-125/1827, 1-2=-109/1729, 2-3=-975/76, 3-4=-2197/148, 4-5=-1310/130, 5-6=-844/76 BOT CHORD 8-9=-189/1936,7-8=-184/2206 WEBS 1-11=-2658/214,2-11=-1972/198,2-9=-2/1235, 3-9=-1128/143,3-8=01400, 4-7=-1033/170, 5-7=-35/1352 NOTES - 1) Wnd: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6"0psf; BCDL=$.0psf; h=2511; B=4511: L=26ft; eava=oft; Cal. II; Exp B; Kd 1.00; enclosed; MWFRS (directional) and C -C Ezierfor(2) 0.1-12 to 3.1-12, tnteriaf(1)3-1-12 to 25-4 -4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces B MWFRS for reactions shown; Lumber 0OL=1-60 plate grip AOL=1.80 Scale =1-401 Camber= 1/8 in 4x5 14 5 yylp Va G 21.10.14 25-6-0 6-7.5 3-7-2 PLATES GRIP MT20 220/195 Weight: 121 Ib FT = 20 t S51�N�� JUANG CAG B, u3 - �, C 66 {80 EXP 06/30/20 N January 03, 2019 Job Truss Truss Type TRUSS B10 Roof Special JMW TRUSS, YUMA AZ 1-10-107-5-3 8-5-15 1-10-10i 5-6-8 1-012 2x4 — 0 25 L12 , 3x4 2 13 } I b 14 e1 9 10 5x5 3x4 Oly Ply T 1 Job Reference (oplivnal) 01 5 Run. 8-210 s Apr 14 2018 Prnt: 8.210 sAppr 142018 Walk Industries, Inc T►uJan $07;08:5624114 Paagge� ID ncWgGwJ7NwmeJLSdibkvbhySsya-IObhZrOMcLtb?a3okj$43gtGeD473wYUXDgUSipzI 14-6-13 15-1-3 22-0.0 6-0-14 0.64 6 -TD -13 — - --15_— w5 W3 H P7 3x4 __ -- T2--__ - -- — Wr Seale = 1:34.5 Camber= 1/6 in 4x5 12 16 6 I T,. r i r 3x6 G 2x4 5-2^5 7.563 11-9-914.6-13 18-4-14 8-2-5... 2-2-14 4-4-6 _ — 2-8.4 T 3-10-0 3J-2 Plele Offsets (K,Yy-- (3:0.2-8,0-34],— ...... ........... LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wait L/d PLATES GRIP TCLL 20-0Plate Grip DOL t.25 TC 047 Vert(LL) -0.10 8 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0,24 8-9 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0-30 Horz(CT) 0.06 6 n/a We SCOL 10.0 Code 1BC20151TP12014 Matrix -S LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 6 Provide mechanical conneCtlon ) g sarin late WEBS 2x4 DF No capable of withstanding 100 ib uplift al ' inits 10, 6 p p 9 f� Io ( ) -2 BRACING- 7) This truss is designed In accordance with the 20151ntenlational TOP CHORD Building Code section 2306-1 and referenced standard ANSI/TPI 1 StruMral wood sheathing directly applied or 3-5-8 oc purlins, except end ❑edkals. BOT CHORD LOAD CASE(S) ( ) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MITek mcommends that Slabllizers and required cross bracing be installed during miss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10 = 977/0-5-8 (min. 0-1-8) 6 = 977/0-5-8 (min. 0-1-8) Max Horz 10 =-151(LC 8) Max Uplift 10 = -74(LC 8) 6 = -72(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1787/103, 3-4=-2711/108, 4-5=-1502/117, 5-6=-944/90 BOT CHORD 9-10=-241/818, 8-9=-279/2612, 7-8=-225/2562 WEBS 2-10=-1285/145, 2-9=-17/1147, 3-9=-969/162, 4-8=0/303,4-7=-1221/194, 5-7=-62/1565 NOTES - 1) Unbalanced roof five loads have been considered for this design. 2) Wlnd: ASCE 7.10; Vull=I IOmph (3 -second gust) Vasd=87 mph; TCDL=9.OpsL BCDL=8.Opsf; h-25ft; 8=4511; L=2411; eave=oft; Cat. 11; Exp B; Kd 1.00; enclosed; MWFRS (dlrectional) and C -C Extcrlor(2) 0-1-12 to 3.1-12, tntedor(j) 3.1-1210 21-10-4 zona; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed fora live.ioad of 26.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. Weight: 101 Ib FT = 20% � J101ANG CAO C 66.580 W rT, EXP 06/30/20 V)i 4 January 03, 2019 Job 11-9-9 14-6-13 18-4-14 22-0-0 iTrif99 Type . - 'Q!y .Ply f TRUSS LOADING(psf) SPACING- 2-0-0 B11 CABLE TCLL 20.0 Plate Grip DOL 1.25 TCDL 15,0 :1 1 - MW TRUSS, YUMA AZ .. ..-------- BCLL 0,0 " Rep Stress Incr YES .... Job Reference (optionalI ....._....-.. ..._ .. 016 I BCDL 10.0 Code IBC2015/TPI2014 Matrix -S Weight: 131 Ib FT = 20% LUMBER- Air g Run: 8.210 s 94 2018 Pdnl. 8210 s Apr 14 2018 MfT9k induVrIes. Inr- TI'1v Jan 3 07'08:57 2019 Pago ID;ncm;wJ7r4meJL8dibkvbhySsyo-Dd93n89_Nf?Scke 54 JctQQOdQMoNjdmisl_6zz6T 1.11} 10 7-6-3._ 8-5.15 _ _ 14-6-13 15-1-3 22.0 0 1-10+10 5 B 8 1.0-12 6.0-14 - - 0 6 8 6-10-13 BRACING- 7) This truss has been designed for a 10.0 psf bottom chord live TOP CHORD Scale = 1 34 3 Camber= 1/8 in " 1 Structural wood sheathingdirect) applied or 3-5-8 oc urlins, except y pp P p 0 25 L2 end varlicals. 4x5 I 12 it 2 will fit between the boltom chord and any other members. 6x5 9) Provide mechanical connection (by others) of truss to bearing J3x4. .... T7 .... 7 54 — 55 4 W1 $ 10) This truss is designed in accordance with the 2015 International Installation guide. ra fi M1' REACTIONS. (lb/size) 6T4 8T; 10 s 977/0-5-8 (min. 0-1-8) Lumber DOL -(1.33) Plate grip DOL=(1.33) Connecl truss 10 resist - 6 977/0-5-8 (min. w3 Brfi Max Harz $rr1 sTu arta $rz! arta ~ hta LOAD CASE(S) s sT10 srx0 rya STre '¢ 10 =-279(LC 25) gra I 6 = -331 (LC 28) $T17 sM8 s41s FORCES. (Ib) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when s�7a i.' sp9 $'i'it shown. a1 • ;,.. TOP CHORD -62 . - sb 1-2=-292/298, 2-3=-1787/701, 3-4=-2711/775, s 5x5 4-5=-1555/540, 5-6=-944/388 e 7 r • .j 3x4 BOT CHORD 30 9-10=-728/999, 8-9=-967/2612, 7-8=-897/2562, 3x4 ={ 3x6 - B 5.2-5 7.5-3 11-9-9 14-6-13 18-4-14 22-0-0 5-2.5 2-2.14 Plate Offsets (x,Y)--(3:0.2-B4O.3.4J, (770- 1 , #8:0 ,-10,0.1-D], 44-6 2.9.4 jab -24.04-01, L9:0-3-8 A0.0], [23:0.,-15,Q 1 a). 1a11:0- 1 -15.0- 1 -01 [36:0-1-14.Q-1-01, 3-10-0 3-7-2 [44:0 1-i4,0-1-0], [49:1]-1-13,0.1-0J LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TCDL 15,0 TC 0.47 Vert(LL) -0.10 8 >999 240 MT20 220/195 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.24 8-9 >999 180 BCLL 0,0 " Rep Stress Incr YES WB 0.31 Horz(CT) 0.06 6 n/a n/a I BCDL 10.0 Code IBC2015/TPI2014 Matrix -S Weight: 131 Ib FT = 20% LUMBER- _ TOP CHORD 2x4 DF No -2 BOT CHORD 2x4 DF No.2 4) Provide adequate drainage to prevent water ponding. WEBS 2x4 DF No.2 5) All plates are 2x4 MT20 unless otherwise Indicated. OTHERS 2x4 DF No.2 6) Gable studs spaced at 1-4-0 oc. BRACING- 7) This truss has been designed for a 10.0 psf bottom chord live TOP CHORD load noanconcurrent with any other live loads. Structural wood sheathingdirect) applied or 3-5-8 oc urlins, except y pp P p 8) • This truss has been designed for a live load of 20.0psf on the end varlicals. bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide BOT CHORD will fit between the boltom chord and any other members. Rigid ceiling directly applied of 6.0.0 oc bracing, 9) Provide mechanical connection (by others) of truss to bearing MiTek recommends that Stabilizers and required cross bracing plate capable of withstanding 100 Ib uplift at jolnt(s) except Qt=lb) 10=Z79.8=331. be. instatted during truss erect Ion, in accordance with Stabitizar 10) This truss is designed in accordance with the 2015 International Installation guide. Building Code section 2306.1 and referenced standard ANSI/TPI 1. REACTIONS. (lb/size) 11) This truss has been designed for a total drag load of 2635 Ib. 10 s 977/0-5-8 (min. 0-1-8) Lumber DOL -(1.33) Plate grip DOL=(1.33) Connecl truss 10 resist - 6 977/0-5-8 (min. drag roads along bollom chord from 0.0-0 to 2248-0 for 119.8 ptl. Max Harz 10 =-151(LC 26) LOAD CASE(S) Max Uplift Standard 10 =-279(LC 25) 6 = -331 (LC 28) FORCES. (Ib) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-292/298, 2-3=-1787/701, 3-4=-2711/775, 4-5=-1555/540, 5-6=-944/388 BOT CHORD 9-10=-728/999, 8-9=-967/2612, 7-8=-897/2562, 6-7=A24/505 L S5 3 8= p[;1�� l jsq 392 594348=-429 655, 4-7 =-92=5-31/073777/5,71, 253/777571, -7=-697S `�� NOTES -/1602 R� iiQ1ANG CAO 1} Unbalanced roof five toads have been considered for this design. C 66 S80 Z 2) Wind; ASCE 7-10; Vull=l,Omph (3 -second gusty Vasd=87mph; c� 1'1 TCDL=8.0psf; BCDL=B.Opsf; h=2501 8=45ft; L-24ft; eava=20; Cat. II; Iit Exp B,' ILd 1.00: enclosed; MWFRS (direcllonal) and C -C Comer(3) EXP 06!30!20 1 0.1.12 to 3-1-12. Exiedor(2) 3.1-12 to 21-10.4 zone; canilleverleft {� and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber V 1� DOL=1.60 plate grip DOL=1.60 3) Truss designed forwfnd loads in the plane of the truss only. For F CALIF studs exposed to wind (normal to the face), see Slandard Industry �^ Gable End Delails as applicable, or consult qualified building designer as per ANS I1TPII- January 03, 2019 Job Truss Truss Type Cit Ply Y TRUSS C1 Monopitch 1 1 JMW TRUSS, YUMA AZ BC 0.71 Vert(CT) -0 41 7-8 >717 180 BCLL 00 ' Rep Stress Incr YES Jgb Reference (optional).- 01.7 R un: 8.210 s Apr 14 2018 Print, 8210 s Apr 14 2016 MiTek Industries, Inc Thu Jan 3 07:08:58 2019 Page BCDL 10.0 Code IBC2015/TP12014 Matrix -S Weight: 110 Ib FT = 20% LUMBER - ]D: ncWg6wJ 7 NwmeJL&di Mvbhy5syo-hpjS_X9c8y7J EuD Bf8 VY85yVr 1l7Xfn Pm?xJ bW bzz6T TOP CHORD 2x4 DF No.2 7-10-13 9.0-11 14-6-1 1t1-9-13 21.1-6 24-104 WEBS 2x4 OF No.2 7-10.13 1-1-14 5-5-6 2-3.12 4.3.8 3-9-2 TOP CHORD Structural wood sheathing directly applied, except end verticals Scale = 1:39 3 Camber= 114 in 5x6 == Standard Rigid ceiling directly applied or 10-0-0 oc bracing. 0 25 F12 11 be installed during truss erection, in accordance with Stabilizer Idistallation guide. REACTIONS. (Ib/size) 5x6 - 05 — 2x4 11 10 = 1106/0-5-8 (min 0-1-8) 12 2x5 = 13 14 3 4 15 5 Max Horz VQ 10 = 129(LC 9) ws VA m vs W7 1N8 w9 10 = -66(LC 8) g 6 = -68(LC 9) ID 2x4 II 46 - Max Comp./Max. Ten. - All forces 250 (lb) or less except when 6 6 3x5 - 4=7.2 ............ 9.0.11 11-2-7 16-9-13 17-9-11 24.10.6 47-2 4-5.8 Plate Ottseis.lX,Y)— I3:0 2-72 D 3.Oj, [7;0.2-4.0-3-4] 2.1.12 5-7-6 0.11-14 7-0-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TCDL 15.0 TC 088 Vert(LL) -0 18 8 >999 240 MT20 220/195 Lumber DOL 1.25 BC 0.71 Vert(CT) -0 41 7-8 >717 180 BCLL 00 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0 08 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -S Weight: 110 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 6 This truss is designed in accordance with the 2015 International ) 9 WEBS 2x4 OF No.2 Building Code section 2306 1 and referenced standard ANSUTPI 1 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recomatends that Slabilizers and requlred cross'bmcing be installed during truss erection, in accordance with Stabilizer Idistallation guide. REACTIONS. (Ib/size) 10 = 1106/0-5-8 (min 0-1-8) 6 = 1106/0-5-8 (min. 0-1-8) Max Horz 10 = 129(LC 9) Max Uplift 10 = -66(LC 8) 6 = -68(LC 9) FORCES. (Ib) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1057/95,1-2=-2209/153, 2-3=-3578/192, 3-4=-2695/107 BOT CHORD 8-9=-332/3405,7-8=-274/3501,6-7=-162/1707 WEBS 4-6=-1933/177, 4-7=0/1160, 3-7=-940/152, 2-8=0/331, 2-9=-1368/204, 1-9=-71/2193 r NOTES- of S� rr(Ja, 1) Wird: ASCE 7.10. Vull=11 Omph (3 -second gust) Vasd=87 mph: TCDLc6.0psf; BCDL=6-Opst; h=259:8`45ft; L=25n; save=4111; Cat. ll; Exp B: Kd 1-00; 9� enclosed; MVVFRS (diredibnal) and C -C Extedor(2) ,�*� ��Q�AN� SAO 0.1-12 to 3.1-12. Inierlor(1) 3-1-12 to 24.8-12 zone; cantilever left and right exposed ;end vertical left and right exposad;C-C for members C HMO and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate S J r, grippOL= r� r*z add 2) Provide adequate drainage to prevent water ponding. S= EXP 06/30/20 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has been designed for a live toad of 20.Opst on use V \� bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide VAI Fit between 1he bottom chord and any other members. r,i1� 14 5) Provide mechanical connection (by ethers) of truss to bearing plate capable of withstanding 100 Ib uplift al joint(s) 10, 6, January 03, 2019 JOb Truss Truss Type "ice. C2 Monopitch JMW TRUSS, YUMA Az - 7 -10-13 9-0-11 7-10-13 1-1-14 Oty Ply i 1 Job Reference (oplmnal) 018 Run: 8.210 s Appr 14 2018 Print: 8.210 s Apr 14 2018 MiTak Indusiries, lilt. Thu Jan 307-08:5920M Page I D:ncVugBwJ7NwmeJL6dlbkvbhySsyo-97HgMEvG FAs2oNOrOnhlVgka3VGDiwDB3831xx6T 1"-1 16-9-13 21[.1.6 24-7-12 5-S4 2-3-12 4-3-6 3-6-6 4-7-2 9.0-91 5x6 = 4-7-2 4.5-8 2-1.12 5.7-6 0.11.14 Plale Offsets (X,Y)--[3:0.2.12,0-3-0),[7:0-2-4,0.34j LOADING(PSI) SPACING- 2-0.0 CSI. DEFL, in (lot) Ildefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0-87 Vert(LL) -0.17 8 >999 240 TCOL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0-40 7.8 X736 180 9CLL 0.0 ' Rep Stress Ina YES WB 0.47 Horz(CT) 0.08 6 n(a lVa 1 Matrix -s LUMBER - TOP CHORD 2x4 DF No.2 5) Provide mechanical connection (by others) of truss to bearing BOT CHORD 2x4 DF No.2 plate at joint(s) 6. WEBS 2x4 DF No.2 6) Prov[de mechanical connection (by others) of Irss to bearing BRACING- ate capable ofwithstanding 100 Ib u Ilft at n1[ s) except t -Ib p 9 p Ont(p (1 -) TOP CHORD 10=350, 6=284. 1 Structural wood sheathing directly applied, except end verticals. 7) This truss is designed in accordance with the 20151ntemalion al BOT CHORD Bul[ding Code Section 2306.1 and referenced standard ANSIITPI 1- Rigid ceiling directly applied or 6-0-0 oc bracing 8) Th Is truss has been designed for a total drag load of 3266 Ib. MIi rek recommends that Stabilizers and required cross bra Ong Lumber 001- (1.33) Plate gdp DOL=(1.33) Connect truss 10 resist be Instatled during truss erection, in accordance with Stabilizer drag loads along bottom chord from 0.0.0 to 24-7-12 for 132-5 p11. Inslallatlon guide. ; — LOAD CASE(S) 10 = 1096/0-5-8 (min. 0-1-8) Standard 6 = 1096/0-2-12 (min. 0-1-8) Max Horz 1745x6 Max Uplift 10 =-350(LC 25) 3 ' Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown - TOP CHORD 1-10=-1047/365, 1-2=-2182/876, 2-3=-3518/841, 13 14 — c — 9-10=-785/778,8-9=-961/3361, 7-8=-912/3424, ll W1 6-7=-686/1604 12--- WEBS ._........'rb 4-6=-1851/585, 4-7=-418/1254, 3-7=-1042/611, 3-8=-469/622, 2-8=-483/706, 2-9=-1408/745, — 1-9=-809/2261 _ — �qg 1r15 VYe �y V43 W4 9 s = 3x4 = f-6 il3 06 2x4 I 4-7-2 9.0-91 11.2-7 16-9.13 1 7-9.1 1 4-7-2 4.5-8 2-1.12 5.7-6 0.11.14 Plale Offsets (X,Y)--[3:0.2.12,0-3-0),[7:0-2-4,0.34j LOADING(PSI) SPACING- 2-0.0 CSI. DEFL, in (lot) Ildefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0-87 Vert(LL) -0.17 8 >999 240 TCOL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0-40 7.8 X736 180 9CLL 0.0 ' Rep Stress Ina YES WB 0.47 Horz(CT) 0.08 6 n(a lVa OCOL 10.0 Code IBC2015rTP12014 Matrix -s LUMBER - TOP CHORD 2x4 DF No.2 5) Provide mechanical connection (by others) of truss to bearing BOT CHORD 2x4 DF No.2 plate at joint(s) 6. WEBS 2x4 DF No.2 6) Prov[de mechanical connection (by others) of Irss to bearing BRACING- ate capable ofwithstanding 100 Ib u Ilft at n1[ s) except t -Ib p 9 p Ont(p (1 -) TOP CHORD 10=350, 6=284. 1 Structural wood sheathing directly applied, except end verticals. 7) This truss is designed in accordance with the 20151ntemalion al BOT CHORD Bul[ding Code Section 2306.1 and referenced standard ANSIITPI 1- Rigid ceiling directly applied or 6-0-0 oc bracing 8) Th Is truss has been designed for a total drag load of 3266 Ib. MIi rek recommends that Stabilizers and required cross bra Ong Lumber 001- (1.33) Plate gdp DOL=(1.33) Connect truss 10 resist be Instatled during truss erection, in accordance with Stabilizer drag loads along bottom chord from 0.0.0 to 24-7-12 for 132-5 p11. Inslallatlon guide. ; REACTIONS. (Ib/size) LOAD CASE(S) 10 = 1096/0-5-8 (min. 0-1-8) Standard 6 = 1096/0-2-12 (min. 0-1-8) Max Horz 10 = 129(LC 28) Max Uplift 10 =-350(LC 25) 6 =-284(LC 28) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown - TOP CHORD 1-10=-1047/365, 1-2=-2182/876, 2-3=-3518/841, 3-4=-2603/702, 4-5=-492/457 BOT CHORD 9-10=-785/778,8-9=-961/3361, 7-8=-912/3424, 6-7=-686/1604 WEBS 4-6=-1851/585, 4-7=-418/1254, 3-7=-1042/611, 3-8=-469/622, 2-8=-483/706, 2-9=-1408/745, 1-9=-809/2261 NOTES - 1) Wind: ASCE 7.10; Vutt=11Omph (3•secand gust) Vasd=87mph; TCDL=6-Opsf; BCDL=6'W, h�5ft: B=45ft; L=25%eave=41t; Cat. It; Exp B; Kd 1.66; enclosed; MWFRS (dlre0onal) and C -C Exterior(2) 0-1-12 to 3-1- t2, Intedor(1) 3-1.12 to 24.6-0 2cne; Cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconsurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 025, 12 24-7-12 6-10-1 PLATES GRIP MT20 220/195 Weight: 109 Ib FT = 20% Scale = 1.399 Camber= 114 in JUANG HMO C HMO cr EXP 06/30/20 January 03, 2019 4x5 = 4 15 T2 W7 ve — 62 24-7-12 6-10-1 PLATES GRIP MT20 220/195 Weight: 109 Ib FT = 20% Scale = 1.399 Camber= 114 in JUANG HMO C HMO cr EXP 06/30/20 January 03, 2019 .'lob TRUSS JMW TRUSS. YUMA A2 Tres Type C3 Monopilch &.10-13- - - - -+- 8-0-11- 6-10-13 1-1-14 Qty Ply 1019 job Reference (optional] . Run. 8.210 s Apr 14 201a Pont- 8.210 s Apr 14 2618 M17ek 1nduslrios, Inc. Thu .fan 3 07.09:00 2019 Page lO:ncVVqBwJ7NwmeJLBdibkvbhy$syo-dCrCPDBsgaNOTCN7mzxoi)W2x q7gt3SmhbTzx6T 13-6.1 15.9.13 20.1-8 3-10-8 3-0-25.5.5 2-3.12 4-3.8 Scale= 1 37 7 Camber = 3116 In 4x6 - 1518-13 _..._810-8-11 -- _ - -. - 23-10-8 -- 10- ....'... - - 5-7.6- 611-14 - 4.54 317-?_ - _ ~ 2.1 -ix _ ......._......... -.-. - ale. tsets �x,vj . �s:o-x-f 2,0-n1 �zLat- - 3 . LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP Vert(LL) -0,15 7-8 >999 240 MT20 220/195 TCLL 20.0 Plate Grip DOL 1,25 TC 0,49 BC 0.65 Vert(CT) -0.35 7-8 >818 180 TCDL 15.0 Lumber DOL 1,25 BCLL 0.0 " Rep Stress Incr YES WB 0.51 Horz(CT) 0.08 6 n/a n/a Weight: 106 Ib FT = 20 BCDL 10.0 Code IBC2015/TPI2014 1 LUMBER - TOP CHORD 2x4 DF No.2 DF No.2 6) This truss is designed in accordance with the 2015 Intemallonal 2306.1 and referenced standard ANSIrrPI 1. BOT CHORD 2x4 WEBS 2x4 DF No.2 Building Cade section BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 3-1-0 oc purlins, except Standard end verticals - BOT CHORD Rigid ceiling directly appl led or 10.0.0 oc bf3cing. MiTek recommends that Slabil[zom and required crass bradng be installed during truss erection, in accordance with Stabilizer Installation guide. _....... �5A 3x5 -= 13 14 3 - 12 2 1 - TI w5 NG ws. W4 �i VJ1 e1 9 8 - 3x4 = le 4x5 2x4 II e 25 Fl -2 4X5 - 4 15 -- - -- T2 - W7 W8 --e2 7 5x5 3_7_2 .8-0-11 _ 1518-13 _..._810-8-11 -- _ - -. - 23-10-8 -- 10- ....'... - - 5-7.6- 611-14 - 4.54 317-?_ - _ ~ 2.1 -ix _ ......._......... -.-. - ale. tsets �x,vj . �s:o-x-f 2,0-n1 �zLat- - 3 . LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP Vert(LL) -0,15 7-8 >999 240 MT20 220/195 TCLL 20.0 Plate Grip DOL 1,25 TC 0,49 BC 0.65 Vert(CT) -0.35 7-8 >818 180 TCDL 15.0 Lumber DOL 1,25 BCLL 0.0 " Rep Stress Incr YES WB 0.51 Horz(CT) 0.08 6 n/a n/a Weight: 106 Ib FT = 20 BCDL 10.0 Code IBC2015/TPI2014 Matrix -S LUMBER - TOP CHORD 2x4 DF No.2 DF No.2 6) This truss is designed in accordance with the 2015 Intemallonal 2306.1 and referenced standard ANSIrrPI 1. BOT CHORD 2x4 WEBS 2x4 DF No.2 Building Cade section BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 3-1-0 oc purlins, except Standard end verticals - BOT CHORD Rigid ceiling directly appl led or 10.0.0 oc bf3cing. MiTek recommends that Slabil[zom and required crass bradng be installed during truss erection, in accordance with Stabilizer Installation guide. _....... (Ib/size) 10 = 1061/0-5-8 (min, 0-1-8) 6 = 1061/0-5-8 (min. 0-1-8) Max Horz 10 = 128(LC 9) Max Uplift 10 = -67(LC 8) 6 = -69(LC 9) 0 3x4 - FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1027185,1-2=-1719/143, 2-3=-3242/178, 3-4=-2543/102 BOT CHORD 8-9=-310/2955, 7-8=-268/3272, 6-7=-158/1626 WEBS 4-6=-1841/173, 4-7=0/1075, 3-7=-851/150, 2-8=0/425.2-9=-1413/193,1-9=-55/1788 �Q �� NOTES- 1) Wind: ASCE 7.10; Vult=11Omph (3 -second gusl)Vasd=87mph: 7 JDANC CAO �1 TCDL=6,Opsf: SCOL-6.Opsf; hF25f1; B-45ft: L=2411; eave=41`1: Cal. 11; Exp 8; Kd 1.00: enclosed; MWF RS (diredtonal] and C -C Exteriar(2) C 6680 0-1.12 to 3.1-12. Intenor(1) 3-1.12 to 238.12 zone; cantilever leis and C.) Fight exposed : end vedIcal fell and fight exposed;C•C for members EXP 06/30/20 and forces & MWFRS for reactions shown; Lumber DOL=1.80 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. v11, �P 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any othertive loads. 4)' This truss has been designed for a live load of 20.Opsf on the - bottom chord In all areas where a rWangie M-0 tall by 2-0.0 wide will fit between the bottom chord and any other mombem. fate January 03, 2019 5) Provide mechanicai =neclicn (by others) of truss to hearing p capable of withstanding 100 Ib uplllt at joints) 10.6. TTruss Truss Type -- — — — — ---:City Ply n r� [� TRLFSS Monopitch Girder 2 1 020 job Reference (optional) JMyyTRUSS, YUMA AZ SD:rRun: 8.210 s Apr 14 2018 Print a.270 s Apr 14 2018 AAiTek Industries. Inc Thu San ik TDhV 2018 POPrcWg6wJ7NwmeJL8drbkvbhyssyo-5i]PadZCURtVt5LymKG2£_ mjaSFJ1ik3TDhVY 7wzxSTi 23-10.8 18-11-2 201 Fi —- 4-f i 6-10-13 7 6 Q 10 $-4— — 13 6-1 —5-5-0— 1.2-4 — 3.9-2 I — 1-77 6 b-7-3 3-0.0 3-0-1 4-11=6 Scale = 1 38 1 Camber= 114 in 6x8 41 5 - 1i 14 2 - - - r1 W4 ws wa 4 Hi 6 30 3-7.2 4.14.6 10-2-7 3-7-2 1.4.4 5-3.0 Plate Olfsels (?:,Y)•- [1:0-4-$.o-1-81, [3:0.2-12,Edge I1 [7 :0.4-0.0-4-01 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15,0 Lumber DOL 125 BCLL 0.0 ' Rep Sliess Incr NO BCDL 10.0 Code IBC2015(TPI2014 LUMBER - TOP CHORD 2x4 DF No.2 *Except* T1: 2x4 DF 180OF 1.6E BOT CHORD 2x6 DF 1800F 1.6E *Except* B1: 2x6 DF NoA WEBS 2x4 DF No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 10.00 oe bracing. MiTek recommends that Stabilizers and required exoss bracing be installed during truss erection. In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10 1350/0-5-8 (min. 0-1-8) 6 = 186510-5-8 (min. 0-2-0) Max Horz 10 = 126(LC 5) Max Uplift 6 38(LC 5) = FORCES. (lb) Max. Comp./Max- Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=-1288/0, 1-2=-2400/0, 2-3=-4572/0, 3-4=-4132/0 BOT CHORD 8-9=0/4213, 7-8=0/4854, 6-7=-30/2462 WEBS 4-6=-2639/16, 4-7=0/1941, 3-7=-1072140, 3-8=-334/219, 2-8=-481486, 2-9=404810, 1-9=0/2506 NOTES - 1) Wind: ASC£ 7-10: Vull =110mph (3 -second gust) Vasd=87mph; TCDL=6.0pst; BCDL=6.GPsf; 11=25tt 3=451t: L=24% eave=4R; Cal- II; Exp B; Kd 1.00: enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOC=1.6G 2) 30,0Ib AC unit load piaced on the lop chord. 9.0-0 from left end, Supported at two points, 3-0-0 apart. 3) Provide adequate drainage to pravenl water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi boliom chord live load nOncon[a3Rent with any Other live leads. 6)' This truss has been designed for a five load of 20.0paf an the bottom chord in all areas where a rectangle 3.8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. WD 16-9-11 —fi75 CSI. DEFL. in (loc) I/deft TC 0.98 Vert(LL) -0.16 8 >999 BC 0,91 Vert(CT) -0.42 8 >676 WB 0,71 Horz(CT) 0-07 6 n/a Matrix -S 025112 2x4 " 4x7 — 5 4 W we _ B �:... 7 16 17 7x6 = 6 _ 802 MT20HS- 7) Provide medtanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Jolnl(s) 6- 8) This truss Is designed in aocordanee with the 2015 tntemalionat Building Code section 2306.1 and referenced standard ANSIfTPI 1. 9) Hanger(s) or other conn action devica(s) shall be provided suffirtenI to support concentrated load(s) 652 lb down and 56 lb up at 20.4.0, and 141 Ib down and 50 Ib up at 22.6.0 on bottom chord. The desigrbsBlectlon of such connexion device(s) Is the responsibility of others. 10) In the LOAD CASE(S) seo8on, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 Uniform Loads (plf) Vert: 1-5=-70, 6-10=-20 Concentrated Loads (lb) Vert: 12=-160 13=-150 16=-652(F) 17=-141(F) JIOIANG CAG ?r, C 66.;80 w EXP 06/30/20 CALF January 03, 2019 18-1.1-2 , 20.4.0 _-�... . 22.6-0 +23 -fab. 2-1-6 1 4 14 _ 2-2-0 _ 14-8 . Ltd PLATES GRIP 240 MT20 220/195 180 MT20HS 165/146 n/a Weigh[: 124 Ib FT = 20% 7) Provide medtanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Jolnl(s) 6- 8) This truss Is designed in aocordanee with the 2015 tntemalionat Building Code section 2306.1 and referenced standard ANSIfTPI 1. 9) Hanger(s) or other conn action devica(s) shall be provided suffirtenI to support concentrated load(s) 652 lb down and 56 lb up at 20.4.0, and 141 Ib down and 50 Ib up at 22.6.0 on bottom chord. The desigrbsBlectlon of such connexion device(s) Is the responsibility of others. 10) In the LOAD CASE(S) seo8on, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 Uniform Loads (plf) Vert: 1-5=-70, 6-10=-20 Concentrated Loads (lb) Vert: 12=-160 13=-150 16=-652(F) 17=-141(F) JIOIANG CAG ?r, C 66.;80 w EXP 06/30/20 CALF January 03, 2019 Qty my. TR Truss Type ob • Truss ry USS C5 Jack -Closed 1 1 02 Job Reference 4 2oirral).._ .D Page JMW TRUSS, YUMA AZ Ru ID:ncVVg6�iNwmeJLSdi14 2018 Print, BbkvbhySs.210 s Y-TazygvC6C dkjV7(yuzz2UIx7AMet H07:09:02 2Mv9H fM ZS' 20.1.6 20.7-4 6-10-4 _. _ 6-1QA3 10.6.0 - 13.5.0- 13,' 1- - - 0.7.14 ---.... .. 3.00 2.11.0 0-1-1 6.7.5 - - 6 10 4 . _... _ .0.0-9 s.ie: 3/e•`r 0-7-3 camber = 3116 in Sz7 025112 12 NB 66 -' 4 5 17 - ----.. 3x5 = t.. 16 3 T2 --... 13 - - _ - -.. -..J .... _ .... r. M. Will YrR 131 1 10 4z6 g 8 7 3z4 5.5 6 3z4 11 2x4 I i 3-7-2 6-10.4 10.2-7 13.5-0 16.9.11 203.4 3-2-5 3.4-11 3.5.9 3-7.2 3-3.2 3_4,3 Plate Offsels (X,Y)- 13:0.2.12,Fdge), [8:0.2-4,0.3.6) LOADING(ps1) SPACING- 2.0.0 CSI. 0.91 DEFL. in pot) Well Lld PLATES GRIP Verl(LL) -0.08 9 A98 240 MT20 2201195 CLL 20.0 Plate Grip DOL 1-25 TOLL Lumber DOL 1.25 TO BC 0.83 Vert(CT) -0.25 9-10 X971 180 15.4 BOLL 0.0 ' Rep Stress Tncr YES WB 0.36 Harz{CT] 0.05 7 nla nla Weight: 91 Ib FT = 20% SCOL 10.0 Code IBC20151TP12014 Matrix -S LUMBER - TOP CHORD 2x4 DF No,2 BOT CHORD 2x4 DF No,2 LOAD CASE(S) WEBS 2x4 DF No.2 Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10.0-0 x bracing, MiTek recommends that Stabilizers and required Cross bracing be Installed during truss erecllan, in accordance with Stabilizer LInsiallation guide. REACTIONS. (Ib/size) 11 = 1060/0-5-8 (min. 0-1-8) 7 = 1041/Mechanical Max Horz 11 = 126(LC 9) FORCES. (lb) Max. Comp./Max- Ten- - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1024/0.1-2=-1 736/0, 2-3=-2937/0, 3-4=-1363/0, 4-7=-1002/0 BOT CHORD 9-10=0/3010, 8-9=0/2610 WEBS 3-8=-1451/0, 3-9=0/478, 2-10=-145510, 1-10=0/1827, 4-8=0/1519 NOTES- r L SS I �Arl i) VMnd: ASCE 7-10; Vult=11 Ornph (3 -second gust) Vasd=87mpt1; B=4511; L=2411; eave=oft; Cal- 11; p�j]t TCOL=8.13psf; BCDL=6.0psf; h=25f1; MWFRS (dl rectional).and C -C Extedor(2) <! Exp B: Kd 1.00; enclosed; CanlRover left and ��Q�ANC coo 0.1-12 to 3.1.12, 1nleior(1) 3-1.12 to 20.3-4 zone; �� right exposed ; end vertical left and right exposed;C-C for members CI-) 66380 and forces & MWFRS for reaClians Shawn; Lumber DDL=1.60 plate -' grip D0L=1.60 2) 300.O1b AC unit load placed on the top chord, "-0 from left end, w EXP 06/30/20 supported al two points, 3-0.0 apart. �} 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonooncurrenl with any other Ilve Wds- 5) - This truss has been designed for a live load of 20,Opsf on the t bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chard and any other members. 6) Refer to girder(s) for,russ to truss connections: Intematlonal January 03, 2019 dgned In accordance with the 2015 7) This truss isesi Building Code section 2305.1 and referenced standard ANSI/TPI 1. qty 1 ------— ------ y 1I 34T.09'032D19 P {,lob Reference (oplilap iiAiTek Indo?leldn•�a;,pnWY2OuC81VV8A1MCvzz T Job— _. --- TRUSS Truss TrussType —. ..... _ Qty Pty I C6 Monopitch 4 1 n JMW TRUSS, YUMA AZ Job Reference (optional) V22 Run: 8-210 s Apr i4 20181'nnl- 8210 s Apr 14 2016 MiTek lreushies. Inc. Thu Jan 3 07:09'022019 Page ID. ncWqGwJ7NwmeJLBdibkvbhySSyO-Zazygl/C6CBdkjVXyuZZU-;u7AZe4LTa1Mv9HvfNIzzB' 6-10-13 — 6-10-13 b4_9+ 8-0-0 10.8.06-7_ 15.8.8 20.1 23-8-8 0.6.0 2�-0 3'0-1 2.2.7 T 4.4.14 -� 3-7-2 Scale -1 374 Camber= 1/4 in U7 1 I j 4x5 12 2 i W3 W4 —91 . ; Q lA 5x7 - 2x4 11 3-7-2_ _ 8-0-0 3-7-2 44.14 Plate Offsets (X,Y)--(3:0-2.12,Edgej, I7;17 -2-4,0-3A] LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1-25 TCDL 15.0 Lumber DOL 1-25 BCLL 0.0 " Rep Stress Incr YES BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2x4 DF No.2 "Except" T1: 2x4 DF No.1 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid calling. directly applied or 10.0.0 oc bracing- MiTek recommends that Sta6111zers and required cross bracing be installed during hugs arecllon, in accordance with Slabllizer Installation guide. REACTIONS. (Ib/size) 10 = 1240/0-5-8 (min. 0-1-8) 6 = 1167/0-5-8 (min. 0-1-8) Max Horz 10 = 128(LC 9) FORCES. (lb) Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-12D46' 1-2=-2096/0,2-3=-3899/0, 3-4=-287161 BOTCHORD 8.=95tp13682, 7-8=0/3855, 6-7=0/1728 VEBS 4-6=-190". 4-7=0/1348, 3-7-114210, 2-8=-311343,2-9=-1810/0, 1.9=0f2222 NOTES - 1) Wind: ASCE 7-10; Vull=110mph (3 -second gust) Vasd=87mph; TCDL-6-Opsf; BCDL=6-Opsl; h-25ft; B-4 51t; L=241f; eave-411; Cal. fl; Exp B: KI 1.00; enclosed; MWFRS (directional) and C -C Exierfor(2) D -1A2 to 3-1-12, Intorlor(1) 3-1.12 to 23.6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for memdWs and forces 8 MWFRS for reactions shown; Lumber 00L-1,60 plate grip DOL=1.60 2) 300-01b AC unit load placed on the lop chord, 9.0-0 from left end, supported at Iwo points, 3.0-0 apart. 3) Provide adequate drainage to prevent water pgrrding. 4) This truss has been designed for a 10.0 Pst bollom chord live load non concurrent with any other live leads. 5) ' This truss has been designed for a five load of 20-0psf on the boltom Chord In all areas where a rectangle 3.6.0 la11 by 2.0.0 wide will I'll between the bottom chord and any other members. 6) This truss Is designed in accordance with the 2015 In Ismallonat Building Code sagion 2306-1 and referenced siandarci ANSIITPI 1. 10-2-7 2-2-7 CSI. TC 0,96 BC 0.75 WB 0.51 Matrix -S LOAD CASE(S) Standard 7 5x5 —1 15-8-8 4x5 =- 16-9-11. 5-6_1 4 17 1.1_g DEFL. in (loc) I/deft L/d Vert(LL) -0,14 7-8 >999 240 Vert(CT) -0,40 7-8 >707 180 Horz(CT) 0.09 6 n/a n/a 0 25'12 23-8-8 6-10-13 ....— . _ .. PLATES GRIP MT20 220/195 Weight: 106 Ib FT = 20% J1011 NG CAO Z, C HMO a EXP 06/30/20 � January 03, 2019 4x5 =- 2x4 11 4 17 5 T2 — W7 W8 F -B2 --- 23-8-8 6-10-13 ....— . _ .. PLATES GRIP MT20 220/195 Weight: 106 Ib FT = 20% J1011 NG CAO Z, C HMO a EXP 06/30/20 � January 03, 2019 Job Truss Truss Type City Ply TRUSS CR1 Flat Girder 1 1 right exposed ; end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1 60 Job Reference (optional) 023 JMW TRIES. YUMA A2 Run: 8-210 s Apr 14 2018 Priril: S 210 s Apr 14 2018 MiMak Industries, Inc Thu Jan 3 07:09:03 2319 Page 3) This truss has been designed for a 10.0 psf bottom chord live load ID-ncWg6wJ7NwmeJL8dibkvbhy5syo-1 nWL1 FDIzVlbLf68Sh4jr8gWY20uC8IWl3p1 MCozz6T nonconcurrent with any other live loads. 3»10.5 4) "This truss has been designed for a live load of 20 Opsf on the T bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 3-10-8 will fit between the bottom chord and any other members. 3x4 = — J T1 6) This truss is designed in accordance with the 2015 International 2x4 11 Scale = 1:14 4 2 wi �DANG CAO 7) Hanger(s) or other connection device(s) shall be provided sufficient w1 to support concentrated load(s) 1021 Ib down at 2-0-12 on bottom W2 chord. The design/selection of such connection device(s) is the responsibility of others. EXP 06/30/20 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). B1 LOADCASE(S) W 11 4 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate 1 4K4 = 2-0-12 January 03, 2019 3-10.8 2-0-12 1-9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (oc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0 02 3-4 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1 25 BC 086 Vert(CT) -0 05 3-4 >816 180 BCLL 0.0 " Rep Stress Incr NO WB 0.01 Horz(CT) -0 00 3 n/a n/a BCDL 10.0 Code IBC2015frP12014 Matrix-P Weight: 23Ito FT 20% LUMBER- T TOP CHORD 2x4 DF No.2 BOT CHORD 2x6 DF No 2 WEBS 2x4 DF No 2 Standard BRACING- Vert: 1-2=-70, 3-4=-20 TOP CHORD Concentrated Loads (lb) Structural wood sheathing directly applied or 3-10-0 oc pudins, except Vert: 5=-1021(B) end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation. guide. REACTIONS. (Ib/size) 4 = 636/Mechanical 3 = 707/Mechanical Max Horz 4 = -54(LC 6) FORCES. (Ib) Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6 Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat II; Exp B; Kd 1.00; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1 60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "This truss has been designed for a live load of 20 Opsf on the T 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) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 �DANG CAO 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1021 Ib down at 2-0-12 on bottom C 66MO ry chord. The design/selection of such connection device(s) is the responsibility of others. EXP 06/30/20 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). `s LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) January 03, 2019 . Jab Truss Truss type pty Ply TRUSS CR2 Flat 1 1024 Jab Refarerx7e (apllonal) JMW TRU65, PUMA AY Run: 8.210 s Appr 14 2018 Print: 8.210 s Apr 14 2016 MiTek Industries, Inc: Thu Jan 3 07,09:04 2019 Pogo I D: ncWgBwJ 7 NwmeJ Lfid ibkvbhySsyo-4Vz4)FaE N kotSypgL?OcyOMChnRwmxb7f NTmvk E zz6' 3-10-8 3108 2x4 I Scale = 1 14 6 3x4 — 5 y 6 2 T1 W1 Y w1 W2 3 04 = 2x4 11 4 3708 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1 25 CSI. DEFL. in poc) I/deft L/d PLATES GRIP TC 0.21 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1 25 BC 0.05 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a Weight: 23 Ib FT = 20% BCDL 10.0 Code IBC2015/TPI2014 Matrix-P LUMBER- TOP CHORD 2x4 OF No.2 BOT CHORD 2x6 OF No 2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends lhat Stabilizers and required cross brad ng be installed during truss erection, in accordance with Stabilizer Installation gi lda. REACTIONS. (Ib/size) 4 = 161/Mechanical 3 = 161/Mechanical Max Horz 4 = -56(LC 8) Max Uplift 4 = -30(LC 8) 3 - -30(LC 9) FORCES. (lb) Max. Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- S) Wind: ASCE 7-10; Vut1=11Omph (3-second gust) Vas&87mph; TCDL=6.Opsf: BCDL-6.Opsr; h=25f% 8=45f1; L=2411; save-oft; Cai. II; Exp 8; Kd 1.00; enclosed; MWFRS (d€ "Ronal) and C-C Exlerior(2) 0-1-1.2 to 3.1-12, Interior(1) 3-1-12 to 3-8-12 zone; cantilever left and right exposed: and vertical left and right exposed;GC for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate _ grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for 10.0 psf bottom chord live Iced 110IANG 'L nonaoncurrenl with any other live loads. CAO G s 4)' This Iuss Pias been designed for a live load of 20.Opsf on the bottom chord in all areaswtlere a reclangle 3-6-0 tall by 2-0-0 wide (1 i �� C 6658 ; will fit between the bottom chord and any other members 5) Refer to.glyder(s) for truss to truss connect ons. n7 a EXP 06/30/20 6) Provide mechanical con neclion (by others) of truss to Learing plate capable of withstanding 100 Ib uplift at Jolnl(s) 4, 3. 7) This truss Is designed In accardanoe with the 2015 International Building Cade section 2306.1 and referenced standard ANSI/TPI 1. ` �Q CAO LOAD CASE(S) Standard January 03, 2019 Truss Truss Typo i fly Ply 025 IJob 1 1 GABLE job 10 s isneR {optional) oc7WSGhZZ6 TRUSS D1 Ftun'. 8.210 s Apr 14 2010 Print. 8.210 s Apr 14 Se6SwF7U67J zF?CI67BW7.1[tS[Bp9__ :OS 2919 age -- --- -- -- ID:11CWgewJ7NwmeJLBdlbkvbhy5sy� _ 20-1-0 JMW TRUSS, YUMA AZ 13-2-3 133.8 6 9 8 _6_-6.15---------- --6-7-5 0.1-5 ---------- --- ---- Scale=131.3 1�' •12 5.4-3 Camber= vfi in p:fk618�12 4x5 i 05 = 1 _.. 0 25 L2 1Q ,3x6 3x4 4 ,5x5-_ 46 3 .W1, 2 45 72 Sia ST1!! .•: : wt: STI SY5 sill srlr w 573 ST4 W4 $YtO V6Sirs Yd 8 4 µ3 Si7 ST19 SYta n $TS srz 62 s .... et .. 7 3.5 = - h 5 3X4 = 5x5 = _ 20.1.0 16-S-14 ----------- 1-2-12 -- - - - -- -- - 3.3.6 9-10.9 5-7-5 44:0.1-13,0_1-0] 1-2-t2 6.7-5 32 14,0.1.0], ]34:0-1-14.0-1�}, j - -7 17. 289 18:0.2-4,0.3•tlj, I79:a• 1.15.61-0]. L23:a 5-15.0 5A], ] .:0 1.- PLATES GRIP ale Ofisels [X v)--(2:. DEFL. In (loc) l/deft Lid MT20 220/195 2 0-0 CSI. Ven(LL) -0.08 7 >999 240 LOADING(psf) SPACING- TC 0.45 >999 180 TOLL (p 0 Plate Grip DOL 1.25 BC 0.51 vert(CT) -0-f9 6-7 Lumber DOL 1.25 WB 0 29 Horz(CT) 0.04. 5 n/a r Weight: 117 Ib FT = 20% TCDL 15.0 Rep Stress Incr YES BCLL 0.0 "Matrix -S BCDL 10.0 Code IBC2015lTP12014 LUMBER- B) Gable studs spaced 81 1-4-0 cc TOP CHORD 2x4 DF No.2 7) This truss has been designed for a 10-0 psf bottom Chord live BOT CHORD 2x4 DF N01load nonGAncurrent wilh any other five loads, WEBS 2x4 DF No.2 8) • This truss has been designed for alive load of 20.001 on the OTHERS 2x4 DF li bottom chord in all areas where a rectangle 3.6.0 (all by 2.0.0 wide BRACING- will Tit Uetween the bottom chord and any other members. TOP CHORD p 9] Pfovkde rnechankrai canneCtkon (by others) of truss to bearing Slrucuaral wood sheathing directly applied or 3-10-0 oc urlins, except plate capable of withstanding 100 Ib uplift at joknt(s) 9, 5- end verticals. 10] Tt ks truss is designed in accordance with the 2015 International Rlgkd catling directly applied or 10-Q•0 oc bracing BuG liding Code seton 2306 1 and reference BOTCHORD d standard ANSk7TP1 MiTek recomhtands that $labkllzers and accordance ah Stabilizer be installed during truss erection,LOAD CASE(S) Installation guide- Standard REACTIONS. (Ib/size) 9 = 891/0-5-8 (min. 0-1-8) 5 = 89110-5-8 (min. 0-1-8) Max Horz 9 151 (LC 8) = Max Uplift 75(LC 8) 9 5 -74(LC 9) = FORCES. (Ib) Max. Carllp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-g=4365!123, 1-2=-1076/151, 2-3=-2267/203, 3-4=-1335f185, 4-5=-858/125 y_ BOT CHORD ��Z L S S I'OAJ 7-"9312041,6-7=-343/2250 WEBS4. t i -$Q..10611215, 2-8=-1132/249, 2-7=0/368, +� JIQIANG CAO "x10541256,4-6=-131/1380 NOTES -C 66380 1) Unbalanced roof live loads have been considered for this design• C� r*� 2) Wind: ASCE 7 10: Vull=11 amph (3-saCond gust) Vasil r2ftmCa EXP 0 3 0/20 TCDL=6.Opsf; BCDL�.Dpsf; h=25R; B=4511; L=24ff: save Co Cat. Il; Exp 8; Kd 1.00; enGosad; M31R7 2 SO 19 11-4 alzana; cantiCeverelelt� {7 0-1 -12 to 3-1-12, Exterior(2) and right exposed ; end verllc8l left and fight exposed;C•C for members and forces & MWFRS for feactlons shown; Lumber vA� DO L� 1-60 plate grip DOL =1-60 3) Truss designed for wind loads in the plane of the truss only- For studs exposed to wind (normale, orl tO the acc11We al'fed building desitandard gner 03, 2019 Gable End Details as app January as per ANSIITPI 1- invent water ponding. 4) Provide adequate drainage to p 5) All plates are 2x4 MT20 unless otherwise indicated• Truss Type DIA Roof Special 7RU.Su - ...... WTR11SS,Yl1W(AAZ - 517_2=i.2 6 & 15 - --- -- -- - ------------- ,�-•- _ fr4�-3 Qty Ply r� 1 1 026 np Joh ReferanCe (Dptiorsa0 .. Thu .tan 3 07 08 06 2049 i' . e IRi ncWg6wJ7NwmeSL8dibkvbhySsyD-5MGTgGGdF�7AG7gj7peGlTnlzPF112pR y4nF�7zt T Run'. 8.210 s r 14 2018 Print 8.210 s Apr 14 20,16 *t6t( lndu9Oes' Inc. 13 3$ 20-1-0 13-2-3 0-1-5 s.9-8 0-5 Scale = 1:31 6 Camber = 118 1- FORCES. (lb) es 250 (Ib) or less except when Max. Comp./Max. Ten - All forc shown. TOP CHORD 1.0865135, 1-2=1076!87, 2-3=-2267/78, 3.4=-13351107, 4-5-458188 BOT CHORD 7-8=-271!2(141,6-7=-220/2250 WEBS 1-g=•4611215, 2-8=-1132/181.2-7=0/368, 3.$10541190, 4-6=-58/1380 NOTES - 1) Unbalanced ra0f live loads have been considered for /his design . 2) Wind: ASCE 7-10; VuB=110mph (3 -second gust) Vasd=87mph: TCDL�6Opsf; BCgL=B.opsf; h=25$: 8=4511. L=2411; save -oft; Cat. ll; Exp g; f d f.00: enclosed; MWFRS (directional) and C -C Exterior(2) . eft right exposed1 endverticaleft andright exposed. xposed C•C for members d for reactions shown; Lumbar DOL- 1.60 Plate and throes & bAWFR5 grip DOL -11,60 3) Provide adequate dralrfa9a to prevent wafer ponding 4) This truss ties been designed for a 10.0 psf bottom chord live load noncan current with any other live loads. pOadss has been Or 2 0-00 on the alls ni chord In all areas where e a rectang ened (or a live 13.6.0 tall by 2-0-0 wide will iii between the bottom chord and any other members. «r LSs/�,� JUANG CAO Cl) C 6W80 C7 rT a EXP 06/30/20 January 03, 2019 0 a 25 L3 I I 1 6x5 = 3x4 = 3 4 15 2 1 - —14 12 T1 - 19 "i2 di W2 We w N --- 6 ---B1-----___. 7 3x5- 5 2x4 1 S 30 ,5x5 9 2.4 it 20_-1-0 1ss 1a ---------- ---1---- - --- - 3-7-2- . 940-9 £ -- 1-2.12 3-3-5. 8-7-5 7-2-12 2-).5. 3 4], [4:1)-2-4.0-3-01 -------___---_________ ______________-- (l c) in (lc) Udell PLATES GRIP 220/195 Plate QtfSeIS ()f,Y}-(2:0-i-8,t] DEFL, 40 CSI. 0999 240 MT20 LOADING(psf) SPACING- 20.0 Plate Grip DOL 1.25 Ver1(LL) TC 0.45 -0.019 6 7 y8 1a 180 Vert(CT) 0.04 5 n/a n/a Weight: 92 Ib FT = 20 TCLL 20.0 Camper DOL 125 TCDL 15.0 YES � 0,29 Horx(CT) Rep Stresa Incr BCLL 0.0 • code iiaam/TPI2014 Matrix -S BCDL 10.0 LUMBER- 6) Provide mechanical Gonnection (by others) 0f buss to beadng 100 lb upiitt at joint(s) 9. 5. TOP CHORD 2x4 OF No.2 No.2 plate capable of withstanding In accordance with the 2015 international 1. BOT CHORD 2x4 OF F No 2 7) Thts truss is designed 2306.1 and referenced standard ANSI/TPI VVEBS Building Code section BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except LOAD CASE(S) end verticals. Standard HOT CHORD tied or 10.0.0 x bracing Rigid calling dlreCt1Y applied that and MA7ek recommend WithStSS ab t og be instalted during truss eredilizers on n Installation guide - REACTIONS. (Ib/sizee1 6 $ 1�(min. 0-1-8) 9 = 89110Sr8 (min.0-1-8) 5 = Max Horz 151(LC 8) 9 = Max Uplift 75(LC 8) 9 -74(LC 9) 5 = FORCES. (lb) es 250 (Ib) or less except when Max. Comp./Max. Ten - All forc shown. TOP CHORD 1.0865135, 1-2=1076!87, 2-3=-2267/78, 3.4=-13351107, 4-5-458188 BOT CHORD 7-8=-271!2(141,6-7=-220/2250 WEBS 1-g=•4611215, 2-8=-1132/181.2-7=0/368, 3.$10541190, 4-6=-58/1380 NOTES - 1) Unbalanced ra0f live loads have been considered for /his design . 2) Wind: ASCE 7-10; VuB=110mph (3 -second gust) Vasd=87mph: TCDL�6Opsf; BCgL=B.opsf; h=25$: 8=4511. L=2411; save -oft; Cat. ll; Exp g; f d f.00: enclosed; MWFRS (directional) and C -C Exterior(2) . eft right exposed1 endverticaleft andright exposed. xposed C•C for members d for reactions shown; Lumbar DOL- 1.60 Plate and throes & bAWFR5 grip DOL -11,60 3) Provide adequate dralrfa9a to prevent wafer ponding 4) This truss ties been designed for a 10.0 psf bottom chord live load noncan current with any other live loads. pOadss has been Or 2 0-00 on the alls ni chord In all areas where e a rectang ened (or a live 13.6.0 tall by 2-0-0 wide will iii between the bottom chord and any other members. «r LSs/�,� JUANG CAO Cl) C 6W80 C7 rT a EXP 06/30/20 January 03, 2019 pry-- PiY i 027 Trues Truss Type 7 1 ,Jon Reference (upilonal) M17ek lr1 kistr cs, Inc" Thu Jan 307,09:0620 P e .lob Roof Special .D2 TRUSS 14 2018 26.1 Qi7pBpTnIz9FVPPRFYgnFoo7 Run; 8.210 s %p 54 2018 Print. 8.210 s Apr __ .... .... lD:ncyygEwJ7hiwmeJLBdlbkvbhyssyo•SMCTgGGdFLI 13.3-5 6 8.8 JNIW TRU 55, PUMA AZ 13-2- 3 a 1^5 6-7-5 s�ie =131 s canter=veto 0461-2-12 46 13 F " I 3x4 = 0 25112_ ' 3x4= 1� 5 ' 17 j . bit 16 4 ' 15 23x4= 14 1 12 -- ' 71 MA va W4 { ----------- - uI i "81 e � 3x5 = 20 9 3x4 11 5x5 =_ 2.4 10 3x4 20.1-0 1&5-14 3•i-2 9.10.9 &7 5 1.0-01-2.12 67.5 PLATES GRIP 1.0.00.2-12 209- 90.2 -C64 -0j =====______ Oflsels (X.,Y )- 1 .= DEFL. in (Joe) 11defl Lld 8 X909 240 W2p 2201195 Plate CSI. SPACING. 2-0.0 TC 0.47 LOADING(psf) Plate Grip DOL 1.25 BC 0.49 Vert(LLI -QD6 -0.16 7-B }908 'Bo VerliCT} 6 Na nla Horx(CT) 0•� Weight: 98 Ib FT = 20 TOLL 20.0 Lumber DOL 1.25 TCOL 15.4 WB 0,29 • Rep Stress Incr YES Matrix -S BCLL O.0 Code IBC20151TP42014 _....._ .... SCOL 10,0 LLf1ISER 6) Provide mecttanical Na.2 o1 wilhsian connection (byliftatothers) 01 truss t1 bearing ng 100 !h uplift al'}oinl(s) 6.10. i plate capable - ANSIliona TOP CFIORO 2x4 DF 2306.1 and referenced standard AtdS1CFPl 1" gp7 CHORD 2x4 DF No.2 7) This truss is designed iR aco°rdre(e With the standard egg 2x4 DF No -2 Bultdrng Cade section BRACING - TOP CHORD Iced or 4-0-14 or, purlins, except wood sheathing directly app LOAD CASE(S) Structural end verticals. Standard BOT CHORD lied or 10.0.0 oa braaing, Except. directly app Rigid ceiling fr0.0 oc bracing' 10.11 " that Stabilizers and required crass bracing MiTek re,mmends truss erection, in accordance with Stabilizer be Installed during Installation guide. REACTIONS. (Iblslze) $3010.5,8 ( 6 = 94210-5•a min. 0-1-8) 10 = Max Horz -151(LC 8) 10 = Max Uplift _74(LC 9) 6 = -98(LC 8) 10 = FORCES- (lb)lb)t when Cornp.Mlax. Ten, - All forces 250 ( or less except Max, shown. TOP CHORD 2-3=-707178. 3-4=-1988155, 4-5=-1 24 019 7, 5TC7186 �� ESS/ �N BOTCHORO 7-8=-22312071 � 6_9=_24711669, vl IEBS 2.9--221952, 3-9=-1127/168,3-8=01444, �� JUANG CAO y 4-7=-9591191.5-7=-5811277.2-10=-999194 Cl) C 66.180 m NOTES -have 2) wrtd- root 101 Vulad 10mph (33 -second gust) Vasd=67mCal L=24f1; save=+iSl: Cal. Il; rn l EXP 06/30/20 TCDL=fi.0psf ADL=6-Opsf- h=251t; 8=4511; B; 10 1.00, enclosed: MWFRS (directional) and C -C Exledor(2) cantilever lett and Exp 0.1-i2 to 3.1-12. IntGAW 1) 3.1-12 to 18.11.4 zone; lett and fight exposed;C-C for members right expose d ; end vertical B MWFRS for reactions shwvn: Lumber DOL -1.50 plata i vP�i and forces grip DOL=1.00 revert water ponding- 3) Provide adequate drainage to p ThIs truss has been designed (or a 10"0 Psf bottom chord Vivo load January 03, 2019 4] ocher live 5y on the nonconcurrent with any 2-0-0 5) • This truss has been de,her ea for a nglelc" 0 tauby 0 0 wide bottom chord in all areas where a reclang bottom Chord and any other members. will fit between the Trtt; 'Job ITPUSS {D3 JMW TRUSS, YUMA AZ 7=2-12.. .. U4-14-12 'I Qty p1Y - -Trus Type 2r� 1 1 0G Roosf Special _Job Refsfence (Dphon0).._-. 8u{eBuV$3R?ZLZI-z6T -- _ Run: S -2T9 5 Apr 74 2018 Pnrit 6216 s Apr 1 a 2018 MiTek InduSfGp Inc. Thu ,tan 3 07'06:1}7 2078 age }O:ncWg6,J7NwmeJL8dlbkvbhySSyo wYmrtcGF03 2&1-0 wh 9f7_q 13-2-3- ------------ 13-3-8 6-9-8 - -0.1-5 --- ;et3.15-- - - -- -= ------ ------ 6-7-5 scale =1:31s 54-3 Camber =110 m 3z4 = 0 25112 3A 5112 - 3A 1� € 5A1 16 4 2 3x4 - 14 a 15 .. . .... --_..... T2 t — — - -.. 7/F{. W4 - Y 1 � 1 9 3z0 2x h 10 30 16.514 9-10.9 10-5 1-0.01-2-12 3.3.5 - -- 6-7-5 1.0.06212 2.0.9. Plate Offsels.(x Yr 13:0.2-0,0.3.41, 19Z4 -4,6'306I DEFL. in (loc) Well Lid 2-0 0 CSI. Vert(LL) -0-05 a x999 240 LOADING(psf) SPACING- TC 0.47 Vert(CT) -0-16 7.8 '989 184 TCLL 20.0 Plate Grip DOL 1,25 BC 0,49 Horz(CT) 0.04 S rile Na Lumber DOL 1.25 WB 0.29 TCDL 15.0 R9p Stress inrx YES Matrix -S BCLL 00 f Ca del8C20151Tpl2014 BCDL 10.0 LUMBER- 6) Prpvlde mechanical oonnectfon ft�l oth8el of truss to bearing TOp CHORD 2x4 DF No -2 piste capable of withstanding 10o Ib uplift at joints) 6, 10- 0OT CHORD 2x4 DF No.2 7) This truss is designed In accordance With the 2015 International WEBS 2x4 DF No.2 Building Code section 2306-1 and referenced standard ANSIfTPI 1. BRACING - TOP CHORD lied or 4-0-14 oc purlins, except Structural wood sheathing directly app LOAD CASE(S) end verticals. Standard BOT CHORD lied or 10.0-0 ac bracing. Exeapf Rigid ceiling directly app 6.0.0 oc bracing; iD-11. MiTek recommends that Stabllize 1. and required cross bracing be installed during truss eedian, In accordance wV91 Stablilzar j Insiatlalic rs gulde. REACTIONS. (Ib/size) 6 = 83910-5-8 (min.0-1-8) 10 = 84210.5-6 (min. 0-1-8) Max Horz 10 = 151(LC 8) Max Uplift 74(LC 9) 6 = 10 -98(LC 8) = FORCES. (lb) or less except when Max, CoMp.IMax. Ten. - All forces 250 (lb) shown. TOP CHORD 2-3=-707178, 3-4=-1988155, 4-5=-1240197, 5-6=-807186 BOTCHORD 8-9=-24711669, 7-8=-22312071 VVEss 2-9=-221952, 3.9=A 1271168, 3-6 0!444, 4.7-9591191, 5-7=-5811277, 2-10=-996194 NOTES- 1) Unbalanced roof live loads have b and gus Vasd=87mph: 2) Wnd: ASCE 7-1 O1 Vult=11 omph ( rLps;e°LiasfNF (dcl val anC•C Exteno(2) Exp KdtprS 0.1-12 to 3.1-12. Inlenor(1) 3-1-12 to 19.11-4 zona' cantilever Ia1l and members andlloxrcpes & MWFR5 forreactions sl left and hhown� Lumber DOL --1,W ,W P e grip 0OL=1.80 3) provide adequate drelnage to prevent waler ponding, 4) This truss has been designed for a 10.0 psf bottom chord live load nanoo $cur'ren( with any alher live loads. 51' This truss has been designed for a live load o1 20.00f on the willlfa tall by 2 - betty en the bottom chord and any otherr m em QO w de V0 i" Sx6 yo 20.1-0 3-7.2 _-- TES GRIP Weight: 96 Ib FT = 2096 Lssr�N� ,W J101ANG CAO `/' C 6680 cD m � EXP 06130/20 0 ::D t� vA1-� • January 03, 2019 Truss Type Qty Ply Jab Truss r7 T;sUSS DM1 GABLE i 1 �29 Jab !Reference 4 2018el) - - - - - - Run: 8.210 s Apr 14 2018 Print &-210 5 Apr 14 2078 MITek Irx➢uslloyl Inc. Thu Jen 3 07.O V* 2019 Pa J61tl4TRUGS,YUMAAZ ID,ncWg6wJ7NwmeJL8dlbkvbhySSyo-sxucilIVYLVN38Z� aH75PwU05XDr0{OWku9PSzzfiT 11-8-11 - - - - 12-3-13 6-3-11 - -0-7-2- Scale 8 3 11 5.1-7 - - - - - 55.5.1 Q-7-'� Scale =129.2 Camber = 1181n 4x5 " t1 36 + Sl 025112 q]j M 3x4 = 1 i 48 3 49 4 Tt .. __T2w1 rz . ;1yt1. - $x5 I Sill SY18 9r14 sr6 I r11 l Sri Bra .• . 67t4 s'ri1 i. .i+,s $xtd w :¢ •yry VYs I' '.i T5 ST21 g vui. v+a at? Srt 3 sxa. ti trrt� s� Sit - are Fra _ - - �2 ...y_....—....I .. 1 :. .. .... .: ....... .. Al ... .... 7 3x8 - 8 1x8 3x4 = 3x5 = 5 sxs aye 8 15.0.6 18.7 8 1.3-13 8-5-1 6-7-5 3-702.. ... 1-9.13 6-7-5.... 18:0.1.12,0.6{]1, 119:0.1 52.0.0.14 , 20:0 1.15,,1.15.0-i 0. ]30:0-t-14.0.1-0], 1320.1 -i2,0 -0-Q], [31'-0-1"12 plate off" (x,Y)--[2:6-2-6,643-a], �z:4 2 0,6 Qi0j.18:0.2=a,a3-o].116:u•1.1s.a1 a9, � ]1 ] i3a:o-_1-14,6.1-6], {36:6.1-14,0.1-01,145:0.2.8,0.1.6),147:0-1-13.0.1-01 l)EFL. in (IOC) Well Ud PLATES GRIP LOADING(psf) SPACING- 2-0-0 C51. Vert[LL] -O.lie a}7 '989 240 M720 2201195 TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 -6,15 &7 X999 180 Lumber DOL 1.25 BC 0-48 Vert(CT) TCDL 15.0 13.31 BCLL 0.0 ' I Rep Stress Incr YES Hore(GT) 0.03 5 n!a We Weight: 171 Ih FT = 20% BCDL 10.0 Code ISC2015/TPI2014 Matrix -S LUMBER - TOP CHORD 2x4 DF No.2 4) Provide adequate drainage to prevent water ponding. BOT CHORD 2x4 DF No.2 5) Atl plates are 2x4 MT20 unless olherwise indicated. WEBS 2x4 DF No,2 6) Gable studs spaced at 111-0 oc. OTHERS 2x4 DF No.2 7) This truss has been designed for a 10-0 psi bottom chord live BRACING- load nonooncusren, with any other live toads. wi TOP CHORD 8) - This truss has been designed for a live load of 20.0psf on the Structural wood sheathing directly applied or 4-1-15 oc puriins, except bottom chord In all areas where a rectangle 3.8.0 fail by 2.0 0 de end verticals. will ill between the bottom chord and any other members - SOT CHORD 9) Provide mechanical collnecUon (by others) of truss to beanng Rigid telling directly applied or 6-0.0 oc bracing. plate capable of wilhslanding 100 Ib uplift at joint(s) except 01=lb) 0T6recommends that Stabilizers and required cross labflixar bracingao1 This This is designed in accordance wish the 2015 Inlematlonal be installed during truss erection, in accordance with S guide. - - - _ _ _ _ _ Building Code section 2W15A and referenced standard ANSIITPi 1. Installation - g- 11) This Suss has been designed for a total drag lead of 2835 Ib. REACTIONS. (Ib/size) drag load sa, ng boitnlm chord from 0-0-0 tO 19-7-8 for 14165p11.'st g = 825/0-5-8 (min. 0-1-8) 5 = 825/0-5-8 (min. 0-1-8) Max Herz LOAD CASE(S) g =-151(LC 26) Max Uplift Standard g =-318(LC 25) 5 = -371 (LC 28) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-9=$29!304,1-2=-928/629,2-3=-1915/760, 3-4=-1430/620, 4-5=-802/414 _ BOT CHORD QED 8-9--45013 8 2, 7-8=-916/1576, 6-7=-919/2020, S /�Nq 5-6=1398/578 WEBS ti 2-8=-1224/656, 2-7=-453/838, 3-7=-6011650, �'�� JUANG CAO , 3.6=1128/829,4-6=-754/1464.1-8=-3411949 r NOTES- C7 G 6E��O1 1) Unbalanced roof live loads have been oonsidered for (his design. W I m 2) Wind: ASCE 7.16; Vul1=110mph (3 -second gust) Vasd--87mph; 0/_ EXP 06/30/20 �7 TCDL=Shcpst; BCDL=B•Opsf; 1`1=2511; B=4511; L=241t; eave=211; Cat. It; Exp 8; lid 1.00; enclosed; MWFRS (directional) and C -C Comee(3) 0.1.12 to 3.1-12, Exterior(2) 3-1-12 to 18.5.12 Zane; centliever left 1. and right exposed: end vertic8l lett and right exposed:C-C for members and forces 8 MWFRS far reactions shown; Lumber DOL -1.613 plate grip DOL=1.80 3) Truss designed for wind loads in the plane of the truss only For studs exposed 10 wind (normal 10 the face), see Standard lnduslry January 03, 2019 Gable End Details as applicable, or con wit qualified building designer as per ANSI/TPI 1.