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HomeMy WebLinkAbout05030012-Truss infoRe:J306050 II1 ~4515 North Outer Forb' Drive Suite 300 Chesterfield. MO 63017-5746 Teleohone 314/434-1200 Fax 314/434-5343 The truss drawm¢(s) referenced below have been prepared by MiTek Industries Inc. under my direct supervision based on the par~r~eters prov ded by Ha & Hodse Lumber Co. Inc. Pages or sheets covered by this seal: 15103968 thrulSl04007 My license renewal date for the state of Indiana is July31, 2004. June 30.2003 Litk X Thc seal on these drawings indicate acceptance of professional eng/neenng responsibility solely for the truss compm~ents shown. The suitabiliw and use ~fthis component for any part cu ar bt~ d n~ s the responsibility of the hmlding desitmer, I~er ANSI/TPI-1995 S~c 2 ~ COMMON [51039681 BCDL 10,0 TC 0,46 ep Stress tncr YES WB O. Co~ie uBcg?/ANSlg5 (Matrix) TOP CHORD 2 X 4 SYP No.2 _ BRAClHG Io.2 TOP CHORD o~3 SOT CHORD X 4 SPF No.3 *Exceoto t 1-31 2 X 4 SYP No.2 WEBS Weight: 209 lb Rigid ceiii~ directly appl ed or 10-0-0 oc brac rig. Except: 6-0-O oc t~aclng: 23-25.22-23. REACTIONS gb/size~ ~94=3.4_!122-4.0, 22= 137/22-4-0. 31 =123;22-4.0 32=106/22-~0. 25 = 106122.4.0, 23 = 103/22-4-0 Max Horz 39= 148 oad case 4) 35=-~{Ioad case 5 , 36=-48 oad case 5 37= 36 oad case 6) ~ = ]~(Ioa~ case 7), 34 = tO7( Dad case 1), 35. ~O~load case TOPCHORD 20-21 =41 8OT CHORD 38-39= =O. 29-30 =0, = 2Eft; TCDL ~5.0ps~; BCDL ,- ~.Opst'; occupancy ~ ~;. eXDOSure B' COMMON 15103968 NOTES 9} Provide mecnan~cal connect on by others of truss to bear}ng plate capable of w)thstand ng 265 b uplift at joint 39, 267 b uplift at joint 22, 52 lb uplift at joint 33 ,¢1 [buplift at ont34,37 buplift at oint 35 48 bup~ft at oint 36, 381bupifzat oint 37,2981bupl)ft at oint 38. 52 tb up ift at ont29 4 bu~ ftatjoint 28, 39 lb uplift at joint 27, ~*0 [b uplift at o nt 26.88 b uol ft at joint 25 and 331 lb uo ft at o nt 23. LOAD CASE{S) Stanoaro [5103959 GE02 COMMON Job Referenc LOADING (psf) TCLL 20 0 TCOL 10,0 BCLL 0.0 BCDL 10.0 YES TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 OTHERS 2 X 4 SPF NO.3 *Exce[~t' 10-292 X4 SYP No.2. 9~30 2 X 4 SYP No.2 11-28 2 X 4 SYP No.2 CSI ~DEFL ~n [lOC) I/deft TC O.60 I Vert(LL} n/a . nla 9C 0.32 Ve~t(TL) -0.01 19 >999 WB 0,34 Horz(TL) BRACING TOp CHORD BOT CHORD WEBS PLATES GRIP MIl20 197/t 44 Weight: 226 lb grd ceding direct(y applied or 1 ~0 oc ~aclng, Except: 12-27, 13-Z6 Max Horz 37 = t 68(Ioad Case 41 33 = -48 ~oad case 5), 34 = -63(load case 5) 35 = 42( oad case 6 36 - -393( oad case 4), 27 - -69{load 21 = 393(10ad case 3) MaxGrav37=405deadcase4),20=4021oadcase3 29=361 ~adcase6 30~1~l(oadcase7) GE02 COMMON 5103969 Job Reference J306050 GE03 ROOFTRUSS Job Reference 4-o-1 15103970 2x4 SPACING Plates ~ncrease 1.15 TC 0.2'I Lumber increase 1.15 BC 0.24 Rep Stress Incr YES WB 0.53 BCDL 10.O Code UBC97/ANSI95 LUMBER TOP CHORD 2X4SYPNo.2 BOTCHORD 2X4SYP WEBS 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 DEFL ~n lloc) I/deB PLATES GRIP Vert(LL} -0.06 8 >999 MIt20 197/144 Vert(TL) -0.15 7-8 >999 Horz(TL) 0.21 6 nla 1st LC LL Min I/deft = 360 BRACING REACTIONS Ibis ze 9=495/0 3 8 6=495/0 3 S Max Horz 9=-149(Ioad case 3) FORCES (lb) - First Load Case Only TOPCHORD -9=~455, 1 2=-~387,2-3=-1387 34-~-1387,4-5=-1387 5-6=-455 BOT CHORD 8-9=-0, 7-8=482. 6-7 ~--0 NOTES . . 2) Wind: ASCE 7-98 per UBC971ANS~95; 90mph; h=25ft TCDL=S.Opsf; BCDL=$,Opsf; occupancy category II; exposure B; ROOFTRUSS 15103971 3x4 5 Zx4 Job Reference 3x4 10.O TOP CHORD 2X4SYPNo.2 BOTCHORD 2X4SYPNo.2 WEBS 2 X 4, SPF No,3 OTHERS 2 X 4 SPF No.3 CS! TC 0.62 BC W9 0 08 DEFL in ( oc I/daf PLATES GRIP Vert{LL} nla - n/a MIl20 1971144 Vert(TL) -0,00 1 >999 Horz(TL) 0,00 6 n/a 1st LC LL Min I/deft = 360 4.4 lb BRACING TOP CHORD Sheathed or 6-0-00C purhns, exceot end verticals. BOT CHORD Rigid ceiling ~trectly applied or 10-0-0 oc bracing, WEBS I Row at midot 5-6 Max Horz 9--209Eoao case 4} 2-9=- =-47, 3-4=37, 4-5=29. 5-6=-47 BOT CHORD 9 9=1,7-8= WEBS 4-7=-124, 3-8 ~-120 per UBC97/ANS~95: 9Omph; h = 2Eft; TCDL = E.O~sf: BCDL = 5.Opsf; occupancy category II; exposure J309057 ';ED5 ROOF TRUSS 15303972 Job Reference LOADING {psf) SPACING ;2 0-0 CSI n (loc) I/deft TCLL 20 0 Plates Increase 1.15 TC 0.46 . nla - nla MIl20 197/144 TCOL 10,0 Lumber Increase 1 15 BC 0~45 Vert TL -0.00 3 >999 BCLL 0.0 Rep Stress incr NO WB 0.12 Horz(TL) 0.00 8 n/a SCDL 10.0 Code UBC97/ANSI95 (Mamx) 1st LC LL Min i/deft = 360 Weight: 76 BRACING TOPCRORD 2X4SYPNo,2 TOPCHORD SheathedorS.0-Oocpurl~ns, except end vert ca s 903' CHORD 2 X 4 SYP No,2 SOT CHORD WEBS 2 X 4 SYP Nm2 °Exce=[' Rigid ceiling directly app ed or 10-0-0 DC b~acing. WEBS 1 Row at mldpt 7-8, 7-8 2X 4 SPF No 3 OTHERS 2 X 4 SPF No.3 Max Horz 13 = 296(load case 4} Max Uplift13=*231(~oad case 3,8=-81 load case 4,9=-51{load casa 5 10=-71 oed case 5), 12= 377{1oed case MaxGrav 3=439 oedcase4L8=llB{Ioadcase3,9=lSB(Ioedcasal}, tO=15911oadcasel),11=164{loadcasel).12=243{loaacase3) FORCES {lb} · Firsl: Load Case OnJv ~Wind: ASCE 7-98 per USC97/ANS 95; B0mph; h=251~ TCDL =5.Opsf; BCOL~5.0psf; occupancy category I; exposure B; nclesed;MWFRS gable end zone cant ever et and ~ gh! exposed ' end vertica eft at~d r ght exposed,Lumber DOL= 1 33 prate grip DOL= t.33. * ' ' Truss designed for wind loads in the plane of the truss on y For studs exposed to wind norms to the face see M~'ek GE06 15103973 Scate= 1:70 5 RCDL 1 LUMBER TOP CHORD 2 X 4 SYP No.2 No.2 CSI DEFL ~n (loc) I/deft 1.15 BC 0,62 Ver~(TL} *0.22 11-12 >999 WB O~81 Horz(TLI 0.22 9 n~a UBC97/ANSI95 1st LC LL Min I/deft = 360 BRACING ROT CHORD Lef~ 2 X 9 SYP No.2 3-6-15 case ; 5.Opal; 9CDL =~ 5.Opaf; occupancy catego~ II exl~osure B; GE07 ROOFTRUSS 15103974 Job Reference{oDtional) 24 BCLL 0.0 BCDL 10,0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X ~, SYP No.2 X 6 SYP DSS 'Except' X 4 SYPNo. 1 SPF No.3 'Except" 1-23 2 X 4 SYP No 2 2 22 2 X 4 SYPNo.2 3,22 2 X 4 SYP No.2. 9 16 2 X 4 SYP No.2 10-16 2 X 4 SYP No 2. 11-15 2 X 4 Syp No.2 12~14 2 X 4 SYP No.2 DTHERS 2 X 4 SPF No.3 CSI DEFL ~n {ioc) I/deft PLATES DRIP TC 0,60 Ve~t{LL) -O,37 18 >958 Mft20 197/144 BC 0.82 Vert(TL) -0.74 18 >478 Mft16 127182 WB 0.80 Horz(TL I O0 13 nla 1st LC LL Min J/deft = 360 Weight: 197 lb BRACING TOPCHORD Sheathedor2-O-13ocpurlins except end vert ca s and200 oc purlins 3~-9 max,: 4-8 DOT CHORD Rigid celtg directly applied or 6-O-0 oc bracing, REACTIONS Ib/sze) 24-- 177/038 13=1177/038 TOP CHORD ~-~4=;~:~6%~-2=-2904. 2-3=-4831, 3-4=-2570, 4-5=-2821, 5-6--2821 6-7=-~9~ ......... ~o-z~=-l, 22-2~=2845, 21-22=3427, 2~21 =2013, 1'9-20=3174 18-19-3174 17-1 ;~ ~v~de adequate drainage [o prevenl water ponding. June 30.2003 GIRO1 ROOF TRUSS Job Referenc ~o.oo F~' 2 5 20.0 SCLL O 0 BCDL 10.0 SPACING 2~0`o P~ates increase 1.15 Lumber Increase 1. t 5 Ret) Stress lncr NO Code UBC97/ANSI95 TOP CHORD 2 X ¢ SYP No.2 BOTCHORD 2X6SYPDSS WEBS 2 X 4 SPF No.3 MIl20 197/144, BRACING TOP CHORD Sheathed or 6-0-0 or: p~trlins except end ve,'ttcais, and 2-0-0 DC BDT CHORD Rigid ceiling directly applied or 10-0`0 Dc bracing. REACTIONS lb/size 2= 415 0-3 8 7=1339/0`3-8 Max Ho~z 12=-102{Ioad case 3) 148"x3'} Na*ls as foflows: ) at O-B~O -307l with washers at 2-0-O on center. m~ ngn! exposed:Lumber DO[. M01 MONO TRUSS 15103976 I Job Reference {optional) 2x4 Scale = 1:43.8 Zx4 6 5 ~mb~?$PACl ) -0,1~n (loc) I/deft PLATES GRI Plates Increase 1,15 VertiLI.) -0.07 5-6 >999 Mil20 197/144 ep ~tress mcr YES HOrZlTL -0 00 5 n a Code MSC97/ANSI95 1st LC LL Min i/deft ~ 360 Weight: 44 lb 2 X 4 SYP Ne.2 BRACING BeT CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 6-4-O oc purlins, except end vertica]$ WEBS 2 X 4 SPF No.3 BeT CHORD Rigid ceiling directly applied or 10-0-O oc bracing. REACTIONS {Ib/slze) 6=305/0-3-8. 5=242/0-3-8 MONO TRUSS 15103@77 J30605q 2 SPACING 2-0-0 CSI Piates increase t,t5 TC Lumber increase 1,15 BC BCLL Rep St[ess Incr YES WB BCDL Code UBCB7/ANSIg5 LUMBER TOP CHORE 2X4SPFNo.3 0.37 0.05 ~ in ~ I/deft ~,__wATES -- 6RIP VerHTL) ~O. t4 4-5 >518 ~ eight: 42 lb BRACING Wind: ASCE 7 98 per UBC97/ANS 95; 90mph; h = 25fl TCDL=5~Ops BCDL ~5,0psf; occt~pa~cy category II; exposure S; enc~osed:MWFRS gable end zone cantilever le~ and r ght exoosed end ver~ica eft and right exposed Lumbe~ OOL~- ~ 33 = .33. nas been designed for a tO.0 psf bottom chord live load nonconcurrent w~Bt any other live IoaCls per Table No, )~ connection {b'/ otfle~sl of truss ~o bearing plate capable of withstanding 20 lb u~ift at ioint B and t06 lb 19900415 MiTek* Vi01B MONO TRUSS UBC97/ANSI95 TOP CHORD 2X4SYPNo.2 BDT CHORD 2 X 4- SYP NO.2 WEBS 2 X 4 SPF No,3 CSI DEFL in t I/deft I~ATES GP~P TC 0.37 Vert(LL) -0.07 4-5 >999 MIl20 197I~44 REACTIONS (lb/size) 5=242/0-3-8, 4=242/0-3-E Max Horz 5= t 98(load case 4 MO2 ROOF TRUSS 15103979 ! Job Reference TCLL 20.0 10.0 TC 0,08 0.0 RC 0.02 WB 0.05 10.0 URC97/ANSI95 {Matrix) Vert{LL) -0 00 5 > 999 Vort(TL) 0.01 I >999 Horz{TL) -0 O0 3 n/a TOP CHORD ROT CHORD PLATES GRIP Weight: 12 lb REACTIONS lib/size) 3 =22/0-3 8, 5 = 14610 3 8, 4 = 5/(~3 S ROT CHORD 4-5 --O (5103980 Job Reference LUMBER P~ates increase 1.15 Rep Stress Incr YES P No.2 F No.3 · MIl20 197/ 44 RC 0.28 WS 0,29 Weight: 68 lb TOP CHORD Sheathed or 6~O-0 oc Du~'lins. exceo! end verticals, ROT CHORD Rigid ceiling d~rectly appttect or 10-0-0 DC bracing, WEBS 1 Row at miclpt REACTIONS (lb/size] 7=450/O,3-8, 5=387/0-3-8 Max Horz 7 =29B(Ioad case 4} Max Uplift 7 =. 1 {toad case 5). 5 = - 125 (load case 41 FORCES lb - First Load Case Only TOP CHORD 1-2=20, 2-3=-226, 3~4=*0, 4-5=-177 2-7=~413 ROT CHORD 5-7 =-O. 5-6 ~ 174 3-6=6.3-5 =-230, 2-6=196 =_ S01 ROOFTRUSS 15103981 2;<4 CSI 15 TC 0.21 BC 0.24 WB 0,53 UBC97/ANSt95 4 SYP No.2 BOTCHORD 2X4SYPNo 2 WEBS 2 X 4SPF ~Jo 3 DEFL ~n {Io c8) I/deft PLATES GRIP VertlLL) -0.06 >999 Jail20 197/144 Vert(TL} -0.15 7-8 :>999 Horz(TL) 0.21 6 nla 1st LC LL Min i/deft = 360 Weight: 71 lb Max Horz 9 TOPCHORD 1387, 3-4=-t387. 4~5=-t387. 5-6=*455 309, 3-7-- 1009, 4-7=-t86, 5-7=1201 ; TCDL=5.0psf; BCDL=5.0psf; occupancy category Il exgosute B; and ngh~ exposed; end vertical left and dght exoosed;Lumber GOL=~ psf bottom chad llve ioaCl nonconcurrent w~ttt any other live loads Der Ta~e No, S02 ROOF TRUSS 15103892 LOADING (psf) SPACING 2.C~0 TCLL 20.0 P~ates Increase 1.15 TCDL 10 0 Lumber Increase 1.15 BCLL 0.O Rep Stress Incr YES 8CDL 10.O Code UBC97/ANSI95 LUMBER SYP No.2 CHORD 2X4SYPNo.2 2 X 4 SPF No.3 9 ~n [loc} /der PLATES TC 0.21 Vert(LL} -0.02 9-10 >999 MIl20 8C O. 18 Vert(TL) -0.0~, 9-10 >999 WB 0.08 Horz(TL) 0 06 9 n/a (Matrix) 1st LC LL Min Udefl = 360 Weight: 31 lb BRACING TOP CHORD Sheathed or 5-2-0 oc ~urlins. BDT CHORD Rigid ceiling o~recu¥ applied Or 6-0-0 Dc bracing. GRIP S03 ROOF TRUSS 15103983 1:769 3x6 LOAD NG psi) SPACING 2-0-0 TCLL 20.O Prates Increase 1. 5 TC 0.52 TCDL 10 O Lumbe~ Increase 1,15 BC 0*62 BCLL 0.0 Rep Stress Incr YES WB O.81 BCDL 10,0 Code USCST/ANSI95 Z X 4 SYP No.2 2X4SYPNo2 2 X4SPFNo.3 SLIDER Left 2 X 8 SYP No.2 3.6-15 REACTIONS ( bis ze) I =942/0.3-8, 9=942/0.3 8 Max Horz 1 =-263( oad case 3} Max Upiifl;1 = ~34(Ioad case 5). 9 = -64(load case FORCES (ih) - First Load Case Only TOP CHORD 7-10=-805 DEFL tn [loc) I/deft PLATES GRIP Vert{LL) ~0,11 11 >999 MIl20 1971144 Vert(TL) -0,22 11-12 >999 Horz(TL) 0.22 9 n/a 1st LC LL M~n i/deft = 360 Weight: 144 lb BRAClI~3 TOP CHORD S~athed or 3-0-3 oc pudins, except end verticals. SOT CHORD Rigid ceiling olrectly apphed or 10-0.O oc ~racmg. ROOF TRUSS 151 TCDL 10,0 BCLL 0.0 BCDL 10.0 ~-~ ret.ull co~sMeration should be g~ven to be~ng ~ c~jLions, TOp CHORD 2 X 4 SYP NO.2 'Exceot° 4-7 2 X 6 SYP DSS BOTCHORD 2X 6SYPDSS . 2 X 4 SPF No.3 Except 1-22 2 X 4 SYP No,2, 2-2 3-21 2 X 4 SYP No.2. 7-17 2 X 4 SYP No.2 T4 4x2 LOAD CASE{Si S~andard ROOF TRUSS 10.0 0.0 t0.0 Hot'z(TL) 1 02 14 n/a CHORD Shr~ntt~l._ m' 6-0-0 Dc DUties except end verticals, and 2-0-0 DC ? s (6~-0 max.: 5-9 REACTIONS b/sze 24=1577/038 14=t577/038 Max Horz 24=281 Oad case 4) Max [Jolift24=-41 Dad case 5 . 14= 38{load case 6) :irst Load Case On y S06 ROOF TRUSS i5t03986 22 ?refuliconslderatldn snoutd begven obeaHn'~ ~l~f~ons. 16 4x6// uearing wails o[ scissor type trusses should be designed Consideration of these ~tems ~s not a part of this tc.,~ss design the.~m~s d~ign~r, nor the truss f~brk~t~', 2-0-O CS{ 1.15 TC 0.18 Lumber Increase 1.15 BC 0.27 5CLL Rep Stress ncr YES WB 0.56 BCDL t0.O Code UBC97/ANS195 6 SYP DSS 8OTCHORD 2X 6SYPDSS WEBS 2 X 4 SPF No.3 *Except' 5-20 2 X 4 SYP No,2, 9-18 2 X 4 SYP No.2 DEFI. PLATES GRIP Vert{LL) MIl20 197/144 Vert(TL} -0.63 19 >748 Horz TL 1 02 14 1st LC Lt. Min I/deft ,- 360 Weight: 579 16 BRACING TOP CHORD Sheathed or 5.0-0 Dc f~Rin$, except en~l vert cals and 2-0-0 DC purlins i6-0-0 max ): 5-9. BDT CHORD Rigid ceiling directly a~led or 1 60-0 DC bracing: 23-24.14-15. Max Uphft24=.4tildad case 5). 14,=-38{Ioad case 5) 8-9 -5~8,9.10~.8453 10- 1=-76~5 31-12=-~515- 2 1~ , -7 -6 08,7~ -6108, 1.23=2533. 2.23..13~.~.~9~, 3-22=-1148 3-21 =1605, ~21---737 Od Common{. t 48'x3'} Nails as follows: Dc. 2 X 6 - 2 rows a[ O-9.0 DC. ROOFTRUSS S06A 24 SPACING 2'0 0 CSI ~t 60C) {/deft PLATES GRIP P~ates Increase t.15 TC O. 18 ~0,32 t9 >999 MIt20 197/]44 Lumber Increase I 5 8C 0.27 >748 Rep Stress Incr YES WB 0,56 Horz(TL) 1,02 14 Code UBC97/ANSI95 Weight: 579 lb WEBS 2 X 6 SYP DSS · 2X4SPFNo,3 Excep[' 5+20 2 X 4 SYP No.2, 9-18 2 X 4 SYP NO.2 TOP CHORD Sheathed er 6~ oc pudins, except eno vert cals, and 2-0*0 oc BOT purlins {6-0-0 max REAC'RONS {lb/size) 24 = t 57'/t0-3-8, 14 = ) 577/0.3~8 8-9 5048, 9-10=-8453, 10- =-7 ' = ' , - -6108, 7-8-.6108. 5,0ps): 9CDL,~5.O~f; occuoancy cstego~ Ift exl3ost~e B: can)clever leR and r~ght ex~x)~; ~ vertical lef~ alii right ~;Lumbe~ DOL.. t ,33 MITek' S07 ROOFTRUSS 15103988 Job Reference 24 Due to the lateral [nrus[ oev~oped by scJssor type t~sses, carefull considerafio~ should be given to beadng wan COnd t ohs. Bearing wails of scissor type trusses should be designed tn such a manner that the wails val safely w~thstanrJ the lateral ~orces o[ the trusses. Consideration of these items is r~t a Dart of this t~ss desJgrt CSI TC O_60 WB 0.80 LOADING (psf) 2-0-0 TCLL 20 O Plates Increase 1.15 TCDL 10 0 Lumo~r increase 15 BCLL 0.0 Rep Stress Incr YES BCDL tO.O Code UBC97/ANS~95 LUMBER TOP CHORD 2X4SYPNo.2 · BOT CHORD 2 ~ S SYP DSS Except' WEBS 2 X 4, SPF No,3 Except · 1-23 2 X 4SYPNo. 2 2-222X 4SYPNo.2 3-22 2 X 4, SYP No.2. 9-16 2 X 4 SYP No.2 tO- 16 2 X 4 SYP No.2. t 1-15 2 X 4 Syp No.2 12-14 2 X 4 SYP NO.2 Vert(LL) -0.37 18 ~,958 Vert(TL) ,0.74 18 >478 Horz{TL) 1,O0 13 r~a 15t LC LL Mtn t/defl = 360 BRACING TOP CHORD BOT CHORD Weight: 174 lb Sheathed or 2-0~13 oc pu~lds, except eno verbcals, and 2-0-O oc purlins (3-4-9 max.k 4.,8. REACTIONS (ID/size) 24=1177/0-3-8, 13=1177/0-3-8 WEBS ~: 9Ompn: h = 25ft; TCDL=5.Otosf; BCDL,~60~sf; occup~cy cstego~' 8; ext3os~re B' ight exposed; end vertical left and right exlBo~e~;I.~n{3~ DOL- ! 3~ =_ LOADING psf) SPACING 2-0-0 CSI DEFL in loc I/deft GRIP TCLL 20,0 Plates tncrease 1,15 TC 0412 VertfLL) ~/a - n;a MIl20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL} n/a - BCLL Rep S tess ncr YES WB 0.13 Hotz 'FL) O.00 6 nla BCDL Code UBC97/ANSI95 (Matrix) 151 LC LL Min I/deft = 360 TOP CHORD 2 X 4 SYP NO.2 BRACING BDT CHORD 2 X 4 SYP No.2 TOP CHORD Sheafheo or B-O-O ~c m~rlins. OTHERS 2 X 4 SPF No.3 BDT CHORD Rigid ceiling r.]~Cl[iy a~phed or 10-O*0 DC bracing, BDT CHORD WEBS 4-9=-f 65 3-10---220, LOAD CASE(S) Standard SG01 ROOFTRUSS 15103990~ 6 20.0 1,15 TC O.10 Lumber Increase t, 15 BC O, 13 Rep Stress Incr NO WB 0.27 8CDL 10.0 Code UBC97/ANSig5 SYP No.2 BOTCHORD 2X4SYPNo2 2 X 4 SPF No.3 DER. -: in {loc) I/daf PraTES GRIP Vert{LL) -0,03 8 >999 MIl20 197/144 Ver~(TL) -0.07 7-8 >999 Horz(TL) 0.10 6 n/a 151 LC LL Min t/deft = 360 Weight: 142 lb BRACING TOP CHORD Sheathed or 6-0-0 ~c pudins, exceot en~ vertma[s. BOT CHORD Rigid ceding directly apptied or 10-O*O nc bracing. REACTIONS (lb/size) 9=495/0-3-8, 6=495/0-3-8 Max Upliftg=-1911oa~ case 5), §=-19{Ioad case 8) TOPCHORD 1-9~455 -3= 387,23= 1387,3-4=-1387 4-5= 1387 56==-455 ~ az 0-9-0 nc. has been designed ,ora 10,0 psf bo,om chord live load nonconcurrent with a~ other va naris No. 1990041~ SG02 ROOF TRUSS 15103991 Job Reference Io~tional) 2X 1-4 2 X 4 SYP BOT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SPF No.3 "Except ' 1-23 2XBSYPDSS. 11-132XBSYPDSS 7-17 2 X 4 SYP NO.2 PRATES GRiP 17 >999 M~20 197/144 t7 >837 0.66 13 n/a 1 st LC LL Min I/deR = 360 Weight: 720 lb BRACING TOp CHORD 2-0-O oc I~rltn$ [6-0-0 max. L except end ver[Icm~ {Switched from Sheeted E~ecing > 2 0~0 BOT CHORD Rigid ceiling directly app JOINTS Brace at Jtls): 4. 7 Hmz 23=-! 3) =-~ 5511oaa case 41, 73 =-2321load case 6) 2*22=*2335, 2-21=3981 3-21 =5326 3-20,, 3937 4-20=2129, 4-19,,3118 5 19= I ;ow at 0-9 0 oc, 2 X 6.; 6 - 2 rows at 0-94~ oc. SG03 ROOFTRUSS Job Reference I_0~8 . 1410:8 ~ ~8-7 '~S-12 =3-8-8 CSI TC WB LOADING (psf) SPACING TCLL 20,0 Plates Increase 1.15 TCDL 10 0 Lumber increase 1.15 BCLL 0.0 ReD Stress Incr NO BCD[ I 0.0 Code UBC97/ANS~95 LUMBER TOP CHORD 2 X 4 SYP No.2 ROT CHORD 2X6SYPDSS WEBS 2 X 4 SPF No.3 ExcepT' 8-9 2 X 4 SYP No.2 SLIDER Left 2 X 6 SPE No.2 3-5-1 REACTIONS (lb/size) 1 =942/0-3-8, 9=943/0-3-8 PORCES lib) ~ First , 13-14=754. 12-13=1018. 11*t2=273g, 10-11 =2262, 9~tO~-1 ). 3-13=-227.4-13=703. 5-13=~611. 5-12=508, 6-12=-17~'4. 6-11=1879. 7-11 ~1272, NOTES . BoSom chor~s connected as fo ows: 2 X 6 * 2 ow$ at 0-9-0 DC. SG04 ROOF TRUSS 15~03993 24 2x4 2 X 4 SYP No,2 CSI TC 0.30 1.15 9C 0.25 NO WB 0.71 OEFL in {loc I/deft PLATES VertfLL} -O,23 18 >999 MIl20 Vert{TL) ~0,47 18 >753 Horz(TL} 0,63 13 hie 15t LC LLMin I/deft =. 360 Weight: 557 lb GRIP 197/144 TOP CHORD ~w'~ ac Purlins (6'0-0 max ). except anti vert ca s FORCES {Ib~ - First L ,j S 1510399~ i "R-~[~L--A-- · --~ i n~ ,. - I . . - Job Refererme {o tional) 4x8% 3x6 % Plat es Ir~crease . TC 0.30 10.0 Lumber Increase 1.t5 BC 0.25 O.0 Rep Stress Inc NO WB 0.71 10.0 Code UBC97/ANSIS5 LUMBER TOPCHORD 2 X 4 SYP ~1o.2 BOTCHORD 2 X 6SYPDSS WEBS 2 X 4 SPF No.3 *Exce[~t* 1-24 2 X 4 SYP Ne.2. 12-13 2 X 6 SYP DSS 3-22 2 X 4 SYP NO.2, 9-16 2 X 4 SYP No.2 18 >753 H0rz{TL) 0,63 13 1st LC LL Min {/deft = 360 Weight: 557 lb BRACING (Switched frma sheeted: Spec ng BOT CHORD Rigid ceitip~ d~ecBy applied or 10-00 oc r~raclng, Except: 6*0-0 oc ~ac~ng: 23-24. JOINTS I Brace at Jt{s): 4. 8 REACTIONS (lb/size) 24=2347/0-3-8. 13--2347/O-3.8 B-9=.6=634, 9-I0=-14374, 10-11 =-10805 11 12=-5929. 12-13=~2305 ' ' row at O-9-O oc, 2 X Z rows e~ 0-90 oc. 99004 TO1 COMMON 15103995i 2x4 TCDL 10,0 BCLL 0.0 BCDL IO.O LUMBER GRIP 197/t44 TOP CHORD BOT CHORD J306~50 TO2 Job Reference 2x4 J 2x4 ][ SPACING 2'0'0 Plates Increase 1,15 IO.O Lumber increase 1,15 0.O Rep Stress Incr YES 10,0 Code UBC97/ANSI95 LUMBER 'FOP CHORD 2 X 4 SYP NO.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 Excem ¢~11 2 X 4 SYP No.2, 4-10 2 X 4 SYP No.2 TC 0.44 SC 0.56 WB 0.95 Vert(LL) -0.13 10-11 >999 Horz~TL) 0,01 S nla BRACING TOP CHORD BOT CHORD WEBS Weight: 156 lb S~ath~t or 6-0~0 o= purlins, except end verticals. REACTIONS lib/size) 1~=908/0-3-8. B=908/O-3-8 Max Uplift 12 = -51 {load case 6}, 8 =-5 ] [load case 5) FORCES (b) - F rst Load Case Only NOTES 3 ~r UBCST/ANSI95; BOmph; h=25ft: TCDL=5~Opsf; BCDL~5.0DSf eccupsncy c=teg~ II; exposure ype Job Reference [optional) i 5 3CDL LUMBER WEBS SPACING 2~0.0 CSI DEFL ~n (loc) I/deft PLATES GRiP P~ates}ncrease 1. 5 TC 0.44 Vert(LL) *0,13 10-11 >999 MI120 ~97/144 Lumber Increase 1,15 BW~ 0.56 Verl(TL) -0.25 10~11 >962 Rep Stress Incr YES 0,95 Horz{TL) 0,01 8 ~/a 10.0 Code UBC97/ANSt95 1 St LC LL Min I/deft = 360 2 BRACING TOP CHORD 2 X 4 SPF N~.'~ *Except' BOT CHORD 4-11 2 X 4 SYP NO.2, 4-10 2 X 4 SYP No.2 WEBS Weight: 158 [b case 3) 1510399~8 Job Reference (o tional) 3 5 2x4 0,0 10,0 UBC97/ANSI95 TOP CHORD 2 X 4 SYP No.2 BOTCHORD 2 X4SYPNo,2 · WEBS 2 X 4 SPF No,3 Excepl · 4-11 2 X 4 SYP No.2. 4-10 2 X 4 SYP No,2 REACTIONS (bJsze 2=908 0 3-8, 8=908/0 3 8 Max Horz t2=-305(Ioad case 3 TOP CHORD 1-2=23,2.3=0 3-4=-550 4-5=-580 5-6--0 6-7=23 ,2 12= 194 NOTES 2) Wind: ASCE 7-98 per UBC971ANSI95; 90mph; h~25f~; TCDL = 5.0psf; BCDL =5.0pst: occupancy ca IT02B ROOF TRUSS Job Reference 15103999 SPACING 2-0-0 CSt Rates increase ,15 TC 0 37 10,0 Lumber ncrease 1 15 BC 0.97 0.0 Rep Stress Incr YES WB 0.47 10-0 Code UBC97/ANSI95 TOP CHORD 2 X 9OTCHORD 2X4SYPNo,2 . WEBS 2 X 4 SPF No.3 Exceot' 4--10 2 X 4 SYP NO.2 DEFL PLATES GRIP Vert(LL) -0.33 ~-10 >698 Mil20 197/144 REACTIONS (lb/size) 11 = 1003/0~3-8, 8 r- B t 3/0~3.8 Max Horz 11 =-305 oad case 3 Max Uolift 11 -~ -86 oad case 5). 8 ~-44tload case NO 199004~5 russ ype- ROOF TRUSS J306050 ' VOl Job Reference 0.0 10.0 UBC97/ANSI95 SYP No.2 CSI DER. ~n {loc) I/deft '~-- ~IIIILi20TESPLATES GRIP TC 0. mia - nra Mg20 197/144 BC 0.08 I Vert(TL} n/a - n/a ~ WB 0.16[ Horz(TL) 0.00 7 n/a · {Matrix) I lstLCLLMin ~/defl = 360 BRACING TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6*0-0 oc braciag. REACTIONS (lb/size) 1=105/18-4~0, 7=105118-4-0, 10=~28/18-4-0, 8=352/18-4-0, 9=258/18-4-0, 12=352/18-4~0, 11 =258118-4-0 Max Ho~z 1 =-161 load case 3) · Max Uplift1 =-220oed case 3) 10=-52(load case 2 8=~133 load c~se 6) 9 =-68{load case 6} 12---133(Ioad case 5), 11 =~72(Ioed case 5) Max Gray 1 = 107(load case 7), 7= 107(load case 8), 10= 106(load case 6), S =352(load case 1). 9--260(ioed case 8), 12=352{Ioad case 1 ). 11 =2601load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2~=86 2*3--77, 3~4=-45,=.4~5=45 5-6~-77 6*7--86 NOTES 1) Unbalanced roof live Ioeds have been considered for th(s design, 2) Wind; ASCE enc~osed;MWFRS gable end zone; cantilev~ left and r ght exposed end vertical left and right exposed;Lumber DOL = 1 °33 plate grip GOL=I 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent w~th any other live loads per Table No. V02 ROOF TRUSS 2 PACING LUMBER TOP CHORD 2 X 4- SYP NO 2 BOTCHORD 2X4 SYPNo2 OTHERS 2 X 4 SPF No.3 1.1S5 BC 0.09 WB 0.08 UBC97/ANSI95 (Matrix) (loc) I/deft HorzlTIJ ~) 00 1 st LC LL Min I/deft = 360 Weight: 60 lb 197/144 TOP CHORD Sheathed or 6~C-0 oc puHins. SOT CHORD Rigid ceiling dire:tly applied or 10-0-0 oc bracing. REACTIONS ~ba/xSi~o)rz ]=143/14-4-0, 5=143/14-4`-0 7=162/14~4--0 6=317/14-4-0, B=317/14-4~0 =~124 load case 3) Max Uplift 1 =-9(load case 3), 6=-119 load case 6), 8=-119 load casa 5} Max Gray 1 =143 oad casa 1), 5=143(1oad case 1), 7=162{Ioad case 1), 6=322(Ioad case 8), 8 =322(Ioad case FORCES (lb) - First Load Case Omy 1-8=34, 7~8=34, 6-7=34, 5-6=34 119 3OL= 1.33 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1. t 5 ReD Stress tncr YES Code USC97/ANSI95 2 X 4 SYP No.2 BC 0,09 WS 0,06 '{Matrix) DEFL in (loc) I/deft VertlLL) n/a - n/a Vert(TL) n/a ~ n/a Horz TL 0,00 5 n/a 1st LC LL Min I/deft = 360 PLATES GRIP TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or S-O-0 oc bracing. Max Horz 1 =-88(load case 3) Max Uplift7 =-102(10ad case t 6 =-107 load case 6), 8---109(~oad case 5) Max Gray 1 = 110(Iped case 7J, 5 = 1 lO(Iped case 8), 7=$311oad case B}, 6=3251load case I), 8=325doad case 1) FORCES (lb) - First Load Case Only WEBS 3-7 ~ 29, 4-6 = -209, 2-8 = -209 NOTES ~oaas have been cons dared for this des gn per UBC97iANSISS; 90mph: h=25f~: TCDL=5.0psf; BCDL=5.0psf; occupancy category II; exposure B; cantilever left and right expOsed; end vertical Jeft artd right exposed;Lumber DOL ,0 psf bottom chord live load nonconcurren~ with any other live loads per Table No, of truss to bearing plate capable of withstanding 102 lb [Jp~Jft at joint 7, 107 lb V04 ROOF TRUSS 1,15 1,15 Rep Stress Incr YES Code UBC97/ANSI95 2 X 4 SYP No.2 SOT CHORD 2X4SYPNo2 OTHERS 2 X 4 SPF No.3 CSI TC 0.07 BC 0,05 WS 0.03 DER. in {loc) Udefl DRiP ert(TL) n/a ~ n/a Horz(TL) 0,00 3 1st LC L[. Min I/deli = 360 Weight: 23 lb BRACING TOP CHORD Sheathed or 6-0-O oc ourEns. BeT CHORD Rigid ceiling directly applied or 10-(~O oc bracing. ~ =-20(toad case 6) CASE[S) Standarcl BCDL= 5,0psf; occupancy categoPf Il; exposure 5; ; end vertical left end right exposed;Lumber DeL= 1,33 V05 ROOFTRUSS 15104005 Job Reference(ootional) Rep Stress ncr YES Code UBC97/ANSI95 LUMBER 2X4SYPNo.2 BOT CHORD 2 X 4 SYP NO,2 ( 4 SPF No.3 CSI I/deft pLATES DRIP SC 0.09 * n/a WE 0.07 0.00 5 n/a (Matrix) Ist LC LL Min (/deft = 360 Weight: 60 lb TOP CHORD Sheathed or 6-0-0 oc oudins. BO'i' CHORD Rigid ceiling directly apphed or 10-0-O oc bracing, Max Horz I =-1471load case 6), 8=-148~1oad case S) Max Gray 21load case 1), 7= lOOIIoad case 6L 6----311(toad case 8), 8=311(load case 7) FORCES (lb) - First Load Case Only UBC-97. per uBcg7/ANSI95; 90mph h=25ft; TCDL--5,0psf SCDL=5,0psf occupancy category Il exposure B N0.19900415 J306050 V06 ROQFTRUSS 15104006 2 UBC97/AN$195 CSI in PLATES SC 0 10 Vert(TL) n/a ~ n/a W8 0~07 Horz(TL) 0 O0 5 n/a '(Matrixl 1st LC LL Miff i/deft = 360 Weight: 46 lb GRIP 197/144 Sheathed or ~0-0 oc pud ns CHORD Rigid ceiling directly a~plied or 6~)-0 oc oracl~g, Max Horz I = lO0(Ioad case 4J MaxUpiift7~-~172{oadcasel 6=~142 oadcase6),8=-144(oadcaseS) Max Gray 1 = 104(load rase 7) 5 =104 oad case $, 7= 103(load case 6), 6=35Olload case 1) 8---350[Ioad case First Load Case Only Standard a 10,O psf bottom ci3ord hve load nonconcurrent with any other live loads Der Table No ~plift at joint a, g 172 lb uplift at joint 7. 142 lb _= ROOF TRUSS 15104007 3 O0 10.0 X 4 SPF No.3 CSl TC 0.08 BC 0,06 WD 0~03 REACTONS b/size 1=150/6-5-3 3=15016-5-3,4=159/6-53 Max Horz I =-63 Dad case 3) Max Up ~1 =-20 cad case 6), 3 ~-20(Ioad case 6) TOP CHORD BDTCHORD WEDS DEFL n loc Udeft PLATES GRIP Vert(LL) n/a - n/a Ml~20 197/144 Vert(TL) n/a - n/a Horz 'IL 0.00 3 n/a 1st LC LL Min i/deft = 360 Weight: 25 lb TOP CHORD Sheathed or 6-0-0 DC purlins. BOT CHORD Rigid ceiling directly appJied or I0-0~0 DC bracing, UBC-97. ~dered for this desi exposed; end v )OL-- 1.33 oeanng. ~ to bearing plate capable of w~thstanding 20 lb uplift at joint I and 20 lb J99004~5 '