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HomeMy WebLinkAbout05010014-Truss Info.MiTek Industries, InC. 14515 NoCth Outer Fody Drive Suite 300 Chesterfield. MO 63017-5746 Teleohone 314/434~1200 =ax 314/434-5343 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision bared on the parameters provided by Hall & House Lumber Co. Inc_ Pages or sheets covered by this seal: I'~543226 thru 17543268 My license renewal date for the state of Indiana is July 31. 2006. ,.~ ,o ........ *./ .9.,. ~ .-' No. 19900415 '~ ~ ~ '~ TAT OF .¢ cr~ ",.p,,~"V V [ November30.2004 The seal On these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use oft/tis component for any particular building is the responsibility of the building designer, per ANSI]TPI-2002 Chapter 2. 3x4 MIl20 LOADING (psf) ] SPACING 2-0-0 etl uo TCLL~rr*' ~ 20.0;~n n ] Plates ncrease 1,15 TC 0J~9. [ Ven[(LL) -0.31 15~16 >912 360 TCDL 10.0 Lumberlncrease 1.15 BC 0~7 ~ Ve~(TL) -0.41 15-16 >696 240 BCLL 0 0 Rep Stress Incr YES N8 0.63 I Hor~(TL) 0.01 13 ~/a n/a BCDL 10.0 ] Code [RC2000/ANSI95 m Matrix/ LUMBER TOP CHORD 2 X 4 SYP No.2 EOT CHORD 2 X 10 SYP DSS WEBS 2 X 4 SPF N0.3 'Except* 5-8 2 X 4 SYP No.2 OTHERS ;2 X 4 SPP No.3 BRACING PLATES GRIP MI120 1971144 Weight: 252 IE -OP CHORD BOTCHORD JOINTS REACTIONS lblsize) ,17=162510-3-8,13=16251O-5-8 Max Horz 17= 280fload case 3) 5> Th's ru;s h~; be;. d. gn; ~r a 10.0 p. ~oEom c~ord fi~ load nonconcurre~ with a., other live 9) aoQom ~ord ~ ~ load [40,0 ~s~ and additional boRom ~oro Dead =oao (0 3 PS0 app,~ only to room. 15-16 11) De. gn assumes 4x2 fiat or .ntation ,udins at ~ soac ng nd ~ ~, fas ened ,o t~. TC wi 2-10d !ply ~N MCKENZIE LOT#2 t,ONG GOVB , 31 :~ ply O~ ~O~OM CH.ORD Of TRUSS WiTH THREE ~c~l~ ~ !;~,~ 5x8 MIIgO 3:(6 MIIgO X ~[. ~_~ ~,0~4, [ 1 l:~d]]..e=~l 3:0-3-0.0-4-' TC 0.44 -0~09 12-13 >999 360 BC 0.47 Vert(TL) -0.18 12~13 >999 240 LOADING (pst) TCLL TCDL 10,0 BCLL 10,0 TOP CHORD 2 X 4 SYP EOTCHORD 2 X 10 SYP DSS. WEBS 2 X 4 SPFNo,3 Except" WEDGE 5.17 2 X 4 Syp No,2.7-17 2 X 4 SYP No.2, 7-15 2 X 4 SYP No,2 Left: g X 4 SPF No,3, Right: 2 X 4 SPF NO.3 MILE0 197/144 Weight: 1118 REACTIONS (lb/size) 2=296510-3~S, 11=6339/0~3-8 Max Ho~zg=238(Ioad case 41 Max Uplift2=-320(Ioad case 5) 11 =-772(Ioaci case FORCES (lb) - Maximum Com~ressiob/Ma~mum Tension TOp CHORD 1 2=0 23 2-3=-4327/407, 3.4=~4217/447. 4-5=.40441476.5-6=~3909/477.6~7=.39091477.7-8=-4843/655. 8-9=-5844/738. p~dms at Dc spaci.g I~,~ted, fa.en~ to t~ss TC w/2-1 Od .a,ls. ..... ~/'~ ' ~ ~[ 3 Jo~Reference ~ ~410040 GIRD02 COMMON ~-HO~ LUMBER C~STF ELD iN. 46074 LOADING ps0 2-0-0 ~ vedical left November 30.20~04 Ply HOMES BY JOHN MC KENZIE LOT#2 LONG COVE Job Reference~ 6.000 s Jun 17 2004 M~ek industries In. MOrt Nov 29 12:20.10 2004 Concentrated Loads lb PIGGYBACK HALL AND HOUSE LUMBER CO., WESTBIELD IN 46077 2 4 5 L~OAD N TCLL 20.0 Paes ncxease 1.115 TCDL 100 Lumber~ncrease 1. 5 !BCLL 0.0 ! Rep Stress Inc~ YES LUMBER TOP CHORD 2 X 4 SYP No.2 BDT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No,3 CSI TC C 10 BRACING TOP CHORD Sheathed or 3-9-0 Dc pumns REACTIONS (lb/size) ~=141/0-3-8.5=141/~3-8 Max Horz 1 =-40g<3ad case 3) Max Uclittl =-6(load case 5~. 5=.6(loaa case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1~2~86/28, 2-3=-161117 ,3-4=-161126. 4-5=-86/10 VVEBS 3-8=0/97 NOTES 1 } unt~danced mol hve leads have been considered for this design 2~ Wind: ASCE 7~98; 90mDb: h=25tt; TCDL=5~0p$f; BCDL=5+0psf; Category ii: Exp S; enclosed; MWFRS ga=Je eno zone: cant~leve~ left and ngn eXpQse~; end vedica lett and dgh! expose~; Lumber DOLe1.33 prate grip DOLe1 3) This truss has been designed for a 10.0 psf bottom chord live load nonconc=rrent ~th any Diner ~ ~oa(~s 4) Beadng at jciat(s) 1, 5 considers paratlat to gram va~ue using ANSI/TPI 1-1995 angte to grain formula. Bu{lding designer should redly LOAD CASE(S) Standard ~ Truss Truss Type Q~/ J410040 H01 HIP HALL AND HQUSE LUM~FIELD IN. 4EOT4 3x6 MI]20 PLATES GRIP MIl20 197/144 Weight; 225 lb Sheathed or 3-8-13 oc DUd ns, except end vertica~s~ FORCES {lb) ~ Maximum Compression/Maximum Tens]on NOTES 2 Wind: ASCE 7-98 9Qmph h=25ft; TCDL=5,0psf; BCDL=5.0psf; Category I[; Exp B; e nclc~sed; MWFRS gapie eno zone: cantilever left and dgh exposed; end vertical ~eff and dght exposed Lumber DOL=1.33 plete gdp DOL=1.33. 3 P ~-ovide adequate drainage {o pre~,~nt water ponding. 5) Refer to girder(s) for truss lo truss connec~ons. LOAD CASE{S) Standard 7x6 MIl20 ~ 3x6 MIIgO 7 6x8 MilgO 9 4x4 MIIgO- TOP CHORD 2 X 4 SYP No 2 *Except- 1-3 2 x 4 SYP No.1 BOTCHORD 2X4SYPNo.2 · WEBS 2 X 4 SPF No.3 Except 3-12 2 X 4 SYP No.2. 5-12 2 X 4 SYP SLIDER Right 2 X 6 SPF No.2 4,5-15 CSl TC 0.98 3C 0.70 WB 0.73 DEFL Ve~(LL) ~0.12 9-11 >999 360 VeATL) -0.28 9-11 >999 240 Ho~(TL) 0.08 8 n/a n/a Weight; 244 lb BRACING "OP CHORD BOT CHORD WEBS Shaathed, excep[ end vedicals, and 2-0-0 oc pun~ns (4-0-12 max.): 3-5 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTiONS (lb/size) 8=1606/Mechan~cal, 15=1608/Mechanica Max U~lifts=~g0(Ioad case 6), 15=-87(lead case FORCES (Ih) - Maximum Compression/Maximum Tension WEBS 2-14=-38/109. 2-13=-289/147. 3-13=-28/388. 3-12=-160/429.4-12=-399/160. 5~12=-1611395.5-11 =-29/421.5-1 =-360 153 NOTES 2 Wind; ASCE 7-98 90mph h;25ft TCDL=$ gpsf BCDL=5.0psf Category I Exp B; enclosed; MWFRS gao;e encl zone; canmever eft and dght exposed; er, d re, cat left and dght exposed; Lumber DOL=I.3~ piate gdp DOL=1,33, 3) Provide adequate drainsge to prevent water ponat ng. 4 Th s t uss ha~ been des gned ~or a '10 0 psf bottom chord ye gad nonconcurren wi h any other ~ive lc, ads. 6) Provide mecha~icat co~ectio~ LOAD CASE(S} Standard . November 30 2004 - --~Q~ Ply HOMES BY JOHN MCKENZJE LOT¢~ LONG COVe--- 2 CS DEFL in 0oc dell uo TC 0 99 Veri(LL) -0.12 9-11 >999 360 BC 0.70 VerqTL) -0.28 9-11 >999 240 ~VEBS 2 X 4 SPF No.3 Except 3~ 2 2 X 4 SYP No.2 5-12 2 X 4 SYP No.2 pL.e, TES GRIP MI120 197/144 Weight: 245 lb REAC31ONS (lb/size) 8=1606/Mechanlcal 15=16061Mechanical Max Ho~z 15=-249(ioad case 3~ Max UoliffS=~gSgoad case 6), 15=-86(Ioad case 5) FORCES Cb) - Max[mum Comgression/Max[mur~ Tension TOP CHORD 1-2=-1979/88, 2-3=-1711/121 3~=-1574/14 4-5=-1574 141, 5-6~-1735 122, 5`7=-2179/90, 7-8=-2179/90, 1-15=.1536/121 BOTCHORD 14-15=-227/242, 13- 4~19911646 12-13=-151/1426, 11-12=-47/1447, 10-11=0/1730, 9-10=0/1730, 5`9=0/1730 5) Refer to gi~e~s) for ~ss to truss conne~ ons, LOAD CASE(S) Standard - Job Reference LOADING (psf) SPACING 2-O-0 TCLL 20,0 Plates Increase 1 TCDL 10.0 Lumber Increase 1.15 ]'COS 0,17 Ve~t LL) ~ + n/a 999 BC 0.14 Vert TL) n/a n/a 999 , ,W,B_ ~0.05 Ho~z(TL) 0,00 n/a n/a BRACING TOP CHORD BOT CHORD Truss Type i~ Ply HOMES BY JOHN MCKENZIE LOTTO2 LONG COVE Sca~e = 1:60.9 DEFL n lec/ I/deft Lid PLATES GRIP TCLL 20.0 Plateslncrease 1,15 TC 0.37 Vert{LL) 0.08 16-18 >999 360 Mil20 197/14A TCDL 10.0 Lumber Increase 1.15 EC 0,23 Ved(TL) -0.12 16-t8 >999 240 BCLL 0,0 Rep Stress Incr NO WB 0,78 Hc~z[TL) 0.03 t3 ~a r~a 000/ANS~95 ~Mat ftx/ Weight: 461 lb LBMBER BRACING TOP CHORC 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SPF No.3 BOT CHORD SLIDER Left 2 X 6 SPF No.2 2-7-3 WEBS JOINTS I MONO NIP Ply HOMES 3Y JOHN MCKENZ]E LOT¢2 LONG COVE HA~H~LL AN D HOUSE LUMBER CO.. WESTFIELD N. 46074 NOTES LOAD CASE(S) Standaro Uniform Loeds plf) Vert: 19=-173tB115=-173(B) 20=-496(B~ 22=-173(B) 23=-173(B) 24=-173(B~25=-173 B 26=-17 Bt =~ 31Bi 2 =- 73(B~ 29=-1731B) 3B=~173(B 31=-173fB LOADING psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 CSI DEFL in (IocJ 9deft I Jcl PLATES GRIP TC 0,55 Ve~t LL) -0.19 12-14 >999 360 MII2C 1971144 BO 0.87 VertTL -0.41 12-14 >921 240 Smp f e_~ Weight: 194 lb REACTiONS (lb/size) 2=134t/0~3-8, 10=1266/Mecnamcal Max Horz2=272(Ioad case 4) Max Uolift2=~l 11 (load case 5). 10=-171~1oad case 4 FORCES {lb) - Maximum Compression/Maximum Tenslon dgh exposed; end yerfica eft and dght exposed Lumber DOL=1.33 p(ate 0dp DOL=1,33, 3 provide adequate drainage to pmVedt water ponding, 6) Providemechanicaiconnecgo. byothers)oftrusstobearingpmatecapableofwithstandi.9 llllbupliftatjoint2and 171 bupiiftatjoint LOADCASE(S) Standard .~ [ No. 199C©415 _ November 30 2004 ~OUSELUk~~.46074 HOMES 9Y JOHN MCKENZIE LOT#~ LONG COVE~ 7543236 5x6 MII20~ CSI i/deft Lid pLATES GRIP TC 0,63 10 12-14 >999 360 MIl20 197/144 BC 0,63 -0,22 12-14 >999 240 WB 0.49 Ho~(TL~ 0.04 9 n¢a n/a TOPCHORD OOTCHORD NEBS FORCES (lb) - Maximum Compression/Maximum Tension NOTES 7 Desgnassumes4x2 fla oder~fion)pudinsatocspadng ndicated fastenedtatrussTCw/2-1Odna~is .~\\" ~¢GANG. ~- ',. STATE ~ ~ ..... Ply HOMES BY JOHN MCKENZIE LOT#2 LONG COVE 17543237~ Ved(LL) -0.10 12-14 >999 360 Ver~(TL) -0 22 12-14 >999 240 Hor~TL) 0.04 9 1la LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 BOTCHORD 2X4 BYPNo,2. WEBS 2 X 4 SPF No<3 Except* 5-11 2 X 4 SYP No.2.7-11 2 X 4 SYP No.2 SUDER Left 2 X 6 SPF No,2 4-5-15 3%9-8 _ PLATES GRIP Weight: 212 o REACTiONS Ib/sze 2='~341/0-3-8 9=1266/Mechanical Max Hor~2=321 load case 4 FORCES lb - Maximum Compression/Maximum Tension WEBS 4-14=0/289.4-12=-402/155. 5-12=-30/445 5-11=-161/72 6-11=.356/157. 7-11=-158/710. 7-10=.5627160. 8.10=-1341877 NOTES 2 V~nd; ASCE 7-98; 90mph; h=25ft; TCDL=5.0psf; BCDL=5.0psf; Categow g; Exp B; enclosed; M~FRS gable eno zone can~¢ever left and fight exposed; end ve~cal left and Hght exaosed: LumPer DOL=1.33 plate ghp DOL=1.33. 3) ProviDe aoeqaa[e drainage [o prevem waIer ponding. 5) Refer o gi der(s) for tress to truss con~eclions. 6) Pro,de mechanical con~eation (by others) of truss to bearing plate capable of withstanding 127 lb uplift ~ joint 2 and 64 lb uplift at imat 9 7) Design assumes 4x2 (fiat onen{ation) pudins a~ DC spamng inolca[eo fastened to truss TC w/2~ -Od "Jails. LOAD CASE(S) Standard .,-,~'~". '¢',~¢¢G A NG' - · ~ .... ,./ _November 30 2004 J410040 ~Truss Type HGBI PIGGYBACK TRUSS ~.~'~'~-USE LUMBE~TFIELD iN 46074 HOMES BY JOHN MCKENZIE L OT¢¢2 LONG COVE 4,00 6x8 MII20Z Plate Offsets :0-3-10,0. :_2-~. _ REACTIONS {lb/size) I=4780/0-3~8, 5-~163/0~3-8 FORCES (lb) - Maximum Compres~o~Ma~mum Tension TOP CHORD 1.2=.12545/2706 4.5=.-3219/2010 2-3=-14040/2583, 3-4=-14040/2583 2-8=-909t3317, 4-6~-338J3805, 3-7=-97/51.2-7=0/2252.4-7=~738/149C 4 ~,d;ASCE7-gB;90mph;h=25ff;TCDL=5.0p~: BCDL=5.0psf;CategowII;~PB;e*cJos~'MWFRSgable end zOne ~atiatveratffa~ % dg~expos~ ,ndve~Heffa~fightex~sed:LumberDOL=1.33DlategdpDOL=l,33. ~x ~...,~...~/O 9 S ~al ha~ ers or ct.er ~.~o~ de~ce(s s~all De pro~ded suffiden o s.p~ co.~n ~ e. eaets; 43 8 b down and 23 8 b up at ~ %.% ~ / ~ ~ LOADCA~E(S) Standard ~ ~ [~O//t~mtl~t 2004 VerJ:7=-15861F~ 9=-44(F) 10=-164(F) 11=-32321F~ 12=-15861F~ 13=-1586¢F 14=-1586(F) Truss ~russ~vDe Ply HOMES BY JOHN MC~'~iE -L~~-~] 4x4MIJ20:~ 6x8 MIl20 4x6 Mil20- BC 0 36 I Vert(TL -0.27 22-23 >999 240 WB 0 54 Horz(TL) c 07 15 n/a fda LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 4-0-8 cc pur, ns, excep[ SOT CHORD 2 X 6 SYF DSS 2-0-0 Cc pudms (5-7-12 max.}: 5-11. WEBS 2 X 4 SPF No.3 BOT CHORD Rigid c~ttlrlg d~rectJy applied or 10-0-0 CC bracing SLIDER Left 2 X 8 SYp No.2 2-7.7, PJght 2 X 6 SPF No 2 2-7-3 HOMES BY JOHN MC KENZIE L OTf¢2 LONG COVE 754323~,~ 172,81b down and 122 1 b up at 18-0-12, 172 8 b down and 122 1 b up a 20-0-0 172,8 b down and 122,11b up at 21-11-4, 172.8{b down and 122,11b up at 23,11-4, 172.81b LOAD CASE(S) Standard Uniform Loads pit) Concentrated Loads (lb) Vert: 24=-173(F) 26=-173(F) 27=-5081F~ 18=`497 FI 19~173~F~ 29=-173(F 30=-173 F'~ 31=-173(F) 32=-173(F) 33=-173(F) 34=-173(F} 35=-173(F) 36=-173{F) 37=-173~F~ 38=.173(F) --Qty P{y HOMES BY JOHN MC KENZIE LOT#2 LONG COVE 3 TCDL 10.0 BOLL 0.0 Rog Stress Incr YES BCDL 10.0 Code IRC2OO0/ANSI95 LUMBER TOP CHORD 2 X 4 SYP NO.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 CSI DEFL TO 0.31 Ve~t(LL) -0.03 BC 0.21 Veft(TL) -0.06 WB 0.07 HoratTL) -O.00 Simplified) BRACING TOP CHORD SOT CHORD WEBS Rigid ceiting directly applied or 10-0-0 oc braong REACTIONS U~/slze) 5=277t0-3-8. 4=193t0-1-8 Max Horz 5=198(Ioad case 4) FORCES fib) - Maximum Compression/Maximum Tenston SOT CHORD 4-5=189/121 WEBS 2-4=-65/175 NOTES 1/Wind: ASCE 7-98; 90mpn: h=25ft: TCOL=5 Opsf; BCDL=5 0pst Ca ego~y I Exp B enclosed: MWFRS gable ena zone; ca~uever [eft and ~ght exposed; end ve~cal left and dgh exposed; LumPer DOL=l.33 pla~e g~p OOL=1.33, 2 This tress has been designed for a t0 0 psf bottom chord live load nonconcurmn with any o her live loads. 3 Pro,de mechanical connection (by o hers) of t~ss to beaheg plate at jdint(s 4. 4~ Provide mechanical connection (b~/o hers of n~ss o beaheg plate caoab e of withstanding 2~ b u~l ft at joint 5 and 112 lb uohft a ont 4 LOAD CASE{S) Standard M Tek Truss Type MONO TRUSS 17543041 LOAD NG pst) SPACING 2~0-0 TCLL 20~0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0,0 Rep Stress [ncr NO BCDL 10.0 Code IRC2000/ANSI95 TOP CHORD 2 X4 SYP No.2 DOT CHORD 2 X 6 SYP DSS 2X4 SPF No.3 CS[ DEFL in ~o¢) ~/defl I Jcl PLATES GRIP TC 0.41 Ve~t LL 0,01 5-6 >999 360 MIl20 197/144 BC 0~10 Vert(TL} 0,01 5-6 >999 940 WE[ 0.13 Horz(TL) -0.O0 5 n/a z'Ja (Matdx) Weight: 47 lb REACTIONS (lb/size 7=504,/0-3-8, 5--434/0-5-8 Max Horz 7=159(load case 4/ Max Uplift7=-171 (load case 5), 5=.172(Ioad case 5/ NOTES 1) Wind ASCE 7-98 90mph; h=25~t TCDL=5.0psf BCDL=5.0psf; Catego~ ii; Exp B; en~osed: MWFRS gable en~ zone ~ntiiever left an~ Ve~:5-7~20. 1-2=-60,2~4=-60 ~ ~ N~. 19900415 ~ Ve~:8=-38(F) 9=~3(B)10=*181(F) : . ~ ~ · ~ HALL AND HOUSE LUMEER CO. W~STF)ELO N 46074 HOMES EY JOHN MC KENZIE LOT#2 LONG C OVE~ 6-8-2 1:30.9 4 2x4 M 20 CSI TC 0.42 TCDL 10.0 Lumber lnc~ease 1.15 BC 0.10 BCLL 0,0 Rep Stress lncr NO ! NB 0.12 BCDL 10.0 Code IRC2O00/ANS[95 ~ Matrm~ LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORB 2 X 6 SYP DSS WEBS 2 X 4 SPF NO.3 REACTIONS t ~/size) 7=508/C~3-8, 5=432/0-3-8 Max Horz7=158fload case NOTES I Wind: ASCE 7~98; 90nlph; ~=25ft; TCDL=5.Opsf; BOOL=5.0psf; CategoPJ II; Exp B; enclosed; MWFRS gaDta eno zone: cantilever left and righ exposed; end re,cai left and dght exposed Lumber DOL=1.33 plate gdp DOL=t .3S . A LOAD CASE($) Standard ~'~ ~ ........... ~/ ~ Vent 5-7=~20, 1-2=-60 2-4=-60 E -"' No. 19~0D4 5 ~ ~ i J410040 !J02B MONO TRUSS ~'NOUS~I~ WESTFIEL~ iN 46074 9 >999 360 0~01 4'5 MI/20 1971144 0.0t 4'5 >999 240 LUMBER BRACING TOPCHORD 2X4 SYPNo.2 TOPCHORD Sheathedor6-0-0ocouflins. exceot enaver[[cals. REACTIONS (lb/size) 6=3341C~3-8. 4=447/0-3-8 Max Horz6=140(Ioa6 case 41 Max Uplift6=~87floed case 5). 4=-' ~411oac~ case 51 BOTCHORD 6.7=-131/93.5-7=-~31/93, 5-8=~150/286, 8-9=-150/286.4`9=.150/286 NOTES 1 Whld; ASCE 7-98; 90mph; h=25ft', TCDL=5~0psf; SCDL=5.0p~ =~ .a~;go a~e ~xp )B(~l~;ed; MVVFRS gabJe encl zone; caotbever ,eft and dgh exposed endve~caHeftanddghtexposed LumberDO = . 3pl9 g~pD = · · 2 This t~uss has been designed for a 10.0 psf boftorn cflo[d ~[~e ~oad ~o~concurrent with any other ire loads. 3) pro,de mechanical connection by o hers) of tr~ss to baaing plate caDab e of withstanding 87 b aP iff at joint 6 and 184 lb uolJft at o n 4 4} Special ha~ger(s) or other connection de~ce[s) snail ~e provided sufficient to su~poE concentrated {oad(s) 43.81b ot~vn and 46.71b up at 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard Vert: 7=-44(B) 8=-63(F) 9=~164(B) ~ 'F ...-.~.~-.../-/ ~ ~3 ; STATE F ,~ q~ ~ November 30 2004 LOADING (pst) SPACING 2-0~0 TCLL 20.0 Plates Increase 1.15 TCDL 10~0 Lumber thcrease 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IRC2000/ANSt95 UMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 CBI DEFL i~ fioc) gdefi ga PLATES GRIP TC 0.21 Ved(LL} 0.01 6 >999 360 MIl20 197/144 BC 0.19 VedfTL) -0.01 6-7 >999 240 WB 0.27 Hocz(TL) (Simplified) Weight: 42 lb BRACING REACTIONS tb/elze) 7=36910-3-8,5=52810-1-8 Max HorzT=165(Ioad case 4) Max UpiiftT=-64(~oad case 5), 5=-242, earl case NOTES 1) Wind: ASCE 7~98; 90mph; h=25ff; TCDL=50psf BCDL=5.0psf; Category II Exp B; enclosed; MWFRS gaD[e ena zone: cantilever left aha nob exposed: end vertical left and dght exoosed: Lumber DOL=I,33 plate gdp DOL--1.33. 2) Pro,de adequate d a nage to pmvan~ wa~er ponamg. 3 This russ has been designed for a 10.0 psf bottom chord live load nonconcurrer~ wire any other live loaas. 4) Bearing at jelnt(s3 5 considers parallel to grain value using ANSI/TPI 1-1995 ang e o grain formu a. Bud eg r~es~gner snoula ',~nfy capacity of beadng surCace. 5) P ovide mechanical connection Dy omers of russ to beaneg plate at joint(s) 5 5 P ovide mechanical com3eation (by others) of truss to bearing plate capable of wdhat, andthg 64 lb uplift at jo~t 7 and 242 lb uelift at joint 5. LOADCASE(S) Standard ~ :" No 1~00415 ~ ~ November 30 2004 ss Truss Type ! MONO HIP T HOMES BY JOHN MCKENZIE LOT#2 LONG COVE 7543245 3 ~2oo~ 2 TOLL 20.0 Plates Increase 1,15 BOLL 0.0 Rep Stress Incr NO LUMBER TOP CHORD 2 X 4 SYP NO.2 BOT CHORD 2 X 4 SYP NO*2 WEBS 2 X 4 SPF Max Harz7=165(Ioad case 4) Max Uplift7=-62(ioad case 5). 5=-232(I0ad case 43 S Spocia[ hanger(s or ~ther ca~lnection device(s) shall be provided sufficient to support concentrated load(s) 413.51b down and 184.31b uo ..\~ \ ~-_G AN(~ / at 3 9-5 on bottom chord. The design/selection of such special connection de, ce(s) is the responsibili[y of othem. .~-.'-~ ~-~ .~. ......... .~/6* LOADCASBS S~anaarc ; : NC 199004]5 5. Vert: 1-2=~60. 2-3=-60. 3~4=-60.5-7=-20 1~ -~ ~ STATE OF I ? November 30 2004 Truss Type MONO HIP HOMES BY JOHN MCKENZ E LOT~2 LONG COVE 7543248 6000 s Jun 17 2004 MiTek Industries Inc. Men Nov 29 12:20 17 2004 Page 1 TCLL 20 0 plates ncrease 1,15 TCDL 10.0 Lumber Irtcrease 1,15 BCLL 0.O Rep Stress Incr NO LUMBER TOP CHORD 2 X 4 SYP No,2, SOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 CSI DEFL in (Icc} ~oe9 PLATES GRIP TC 0.21 Veft(LL) 0,01 6 >999 360 I MIl20 197/144 BC 0.13 Vert(TL) -0.01 6-7 >999 240 WB 0.26 Horz(TL) *0.00 5 rJa n/a REACTIONS (lb/size) 7=366/0-3-8, 5=516/0-1-8 Max Horz7=165(Ioad case 4) NOTES Ver~: 1-2=-60 2-3=-60.3-4=-60.5-7=-20 ~c 0~: STATE OF ~ .-' ,.~ ~- Novembe_ r 30 2004 ; IJ4100A0 L~ MONO TRUSS F~ND HOUSE LUMBER CO.. WESTFIELD )N, 46074 5x6 MIl20= 2-0-0 C$1 DEFL in Ioc) I/deft ~Ja F~LATES GRiP TOLL 20.0 I ptates~nc.~ease 1.15 TC 0.13 I Vert LL) -O.O0 5 >999 360 MI~20 197/144 TCDL 10,0 I Lumber Increase 1,15 BC 0 04 Vert(TL) -0,O0 4-5 >999 240 BCLL 0.0 / Rep Stress Incr YES WB 0.0~ [ Horz(TL) -0,00 4 nla n/a ~Cede IRC2OO0/ANSt95 . . (Simplified; Weight: 19 lb LUMBER BRACING TOP CHORD 2 × 4 SYP No.2 TOP CHORD Sheathed or 2~4-7 oc pud~ns, except end REACTIONS lb/size 5=1671g.3-8, 4=83/Mechantca Max Holz 5=116( c~d case 41 SOT CHORD 4~5=-106161 1)Wnd ASCET~98;90mph;h=25ft;TCDL=5.0pst;BCDL=5.0psf CategoPJl E~xpB;eltcJosed;MVVFRSgab~eenazone;cantiteverteffand right exposed; end verBcal eft and dght exposed; Lumber DOL=1.33 plate grip DOL=I v ........... /0 "~ NO 199'20415 ~ ~ November ~ 2004 ~Truss i~ype JO5 MONO TRUSS Job Relerence~ -- 6 000 s Jun 17 2004 MiTek Inr~ustnes inc. Mort NOV 29 12:20:17 2004 Page 1 3 3x6 MIl20~ P a es Increase 1.1 Lumber Increase 1.15 REACIIONS (lb/size) 4=184~Mechantcal, 3=184/MechamCa{ Max Horz4=120(Ioad case 4) Max Umolift4=-l/Ioad case 5), 3=-49(Ioad case 5~ FORCES (lb) - Max mum Comp ess on/Maximum Tension EBS 1-3=.55/89 1) Wind: ASCE 7 98; 90mph; h=25~t; TCDL=5.0psf; BCDL=5.0psf; Category I Exp B enclosed; MWFRS gable end zone cantilever left and dght exposed; end vertical left and dght exposed; Lumber DOL=t .33 plate gdp DOL=1,33. ,,,,,,'- 'F .....-.,.~:-,:.... NO. 19900415 ; STATE OF November 30 2004 JO6 MONO TRUSS ~Q P y HOMES g¥ JOHN MCKENZ E LOTTO2 LONG COVE [ ty : 754324~ Job Ref~e~ 8 003 s Jun 17 2004 M~Tek Ind~'~~:20 17 20~ Page 3 SPAC NG 2-0*0 PLATES GRIP TCLL 200 Pates(ncrease 1.15 ~' 0.03 Vert(LL) -0.g0 ~ >999 360 I MIl20 1971144 TCDL 10.0 Lumber increase 1.15 W-B~[i0,02 Hor~(T~ -0.00~;00 43 >999n/a 240n/a II SimDlified) i Weight: 11 I~ LUMBER BRACING TOPCHORD 2X4SYPNo.2 TOPCHORD Sheathed or 1-10-10ocgurl~ns. excer~tenclver~lcals. BDT CHORD 2 X 4 SYP No,2 SOT CHORD Rigid ceiilng directly aoolied or 10-0-0 OC bracing WEBS 2X 4 SPF '40.3 REACTIONS (lb/size 4=64/Mechanical, 3=64/Mechanlca~ Nlax H~4=60(Ioed case 4~ Max Uol~4=-14(Ioad case 3). 3=-37(Ioad case 4 BDT CHORD 3-4=-52J49 11 Wind: ASCE 7-98; 90mph: h=25tt; TCDL=5.0psf; BCDL=5.0psf; Categow II; Exp e; er~cJ(~se~: MWFRS gable ena zone; cantilever left and 2) This truss has been designed for a 10.0 psf bottom chord live Icad nonconcurrent wi h a~y Diner, ve ma~s 3} Refer to girc~er(s) for truss to truss con~c~ons. LOAD CASE(S) S[anoaro :" No 199Q04t5 ~ //' ¥ November 30,2004 3 SPACING 2~0-0 : Plates Increase 1.15 i~ CSl I DEFL ~n {loc) ldef TC 0.35 I Ve~t(LL) .0.03 2-5 >999 8C 0,20 I Vert(TL) ~0~05 2-5 >999 WB 0.00 Hon~(TL) 0.00 5 n/a r~a BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 SLIDER Left 2 X 6 SPF NO.2 3-1-10 360 24O Weight: 29 lb REACTIONS (lb/size) 2=276/0-3-8.5=2011Mecnamca~ Max Uplif12=-45(loaa case 5), 5=-51 goad case 5) NOTES 3) Refer to girder(s) for truss to truss connec~ens. LOAD CASE{S) Standard _= = STATE 8.00 HOMES BY JOHN MC KENZiE L O T~Y2 LONG COV E~]1754325I! 2 LOADING (ps0 I SPACING 2-0-0 TCLL 20.0 ; Plates Increase 1.15 TCDL 10,0 ~ Lumber IfJc~ease 1.15 8CLL 0,0 ' Rep Stress Incr YES BCDL 10.0 Code iRC2000/ANSI95 TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEDS 2 X 4 SPF No.3 SLIDER Left 2X 6 SPF No.2 1-9-15 4x4 Mil20 CSI DEFL n gcc 9deft TC 0.09 Ve~t(kL) -0.00 2 >999 360 BC 0.04 Vett(TL) *0.00 2-5 >999 240 WD 0.00 ~orZ(TL) 0,00 5 3/a ~a fMatnx' PLATES GRIP BRACING TOP CHORD BOTCHORD FORCES lb) - Maximum Compressior~Max~mum Tensio~ TOP CHORD 1-2=0/9, 2~3=-65/33 3~=-35t35 4-5=-38 37 EOT CHORD 2-5=-13t20 NOTES 1 Wind: ASCE 7~98; 90mph; h=25ff; TCDL=5.0psf; BCDL=5.0psf; Category [1; Exp E; enclosed; MWFRS game ena zone: canliJever teft and dght exposed; end vertica ett and dgbt exposec Lumber DOL=1,33 plate gdp DOL=I 33. 2} This truss has been designed for a 10<0 psf bottom cno~ ~e Icad nonconcurrent w~tn any other live toaas LOAD CASE[S) Slandard --~b~iT~ ~OMB~ BY JOHN MC~ENZIE LOT#2 L~ SCale= 1:45.8 SPAC NG 2-0-0 Plates Increase 1,15 TCDL 10.0 Lumber ncrease 1.15 BCLL 0,0 Rep Stress [ncr NO LUMBER TOP CHORD 2 X 4 SYP No,2 BOTCHORD 2X9 SYP DSS WEBS 2 × 4 SPF No.3 CSl DEFL n {loc) ~/defl LJd PLATES GRIP TC 0.84 Ved(LL) -0.03 8-9 >999 360 Mil20 197/144 BC 0,24 Ver~TL) -0.05 8-9 >999 240 WB 0.87 Horz(TL) 0.01 6 nta n a WEBS NOTES REACTIONS Iblsize) 10=4286l~'3-8,6=45550'3-8 Max Ho~z 10=~166(IoacJ case 3) onnec[ed together vath f0d common{ 148"x3") Nails as follows: nec[ed as follows: 2 X 4 - 1 row at 0-9-0 oc, 8 - 2 rows at 0-7-0 oc. ~xced! f noted as front (F) or back (B face n the LOAD CASE S) section. Ply to p~y oeds noted as F) or B un ess otherwise indicated AL Conti~uedon a e2 November302004 HOWE WESTF~ELD IN. 46074 LOAn CASE(S) S~andara Concentrated Loads (lb) Vert: 8=-1586(B) 11=-1586(E) 12=-158618 13=-1603[B} 14=-1603(8~ HOMES BY JOHN MCKENZIE L OT~F2 LONG COVE ~ [754325~ ~AN~OUSE LUMBE~WESTFiELD IN 46074 [I ~0~1~ 8Y JOHN MCKENZIE LOT~2 LONG~--- 9 3x4 MIl20 ~==~---~---~/~- fdefl L~ PLATES GRIP {~TCLL B0 0 Ptates increase 1.15 TC 0 31 Ve~ LL -0.01n "°1c~ n/r 180 MIIB0 ~97/144 BCL~ 0.0 RepStre~l~r NO WB 0,15 I Ho~(TL) 0,00 12 nca ~BCDL 10.0 Code IRCB000/ANS~95 M~dx ] ~ W~ght: 82 LUMBER B~CING TOP CHORD 2 X 4 SYP NO,2 TOP CHORD Shea~ed or ~0-0 oc p~dms, except end DOT CHORD 2 X 4 SYP No.2 DOT CHO~ Rigid ceiling d~m~y appll~ or ~0-0 ~ bra~ng WEBS 2 X 4 SPF No 3 OTHERS 2 X 4 SPF No.3 4 Th St USS has ~een des gned f~r a 10.0 p~ bmtom ~ora ire to~ non~ncurren, wit. any or.er Jive 5) Gable requires co~ nuous b~om chord beadng. LOAD CASE(S) Stanaarc Nove~ i~ for t~ ero~ supporto ndMc~r~lwab member* one/. Addlflo.~l temporory bring lo ir~u[e slob,l,~ d~n~ cor~lr~cll2=nu~dt~hne~ee ~eOc n~Sr~.~ir Y ..... _~1 _~_U~ _~ SPAC NG 2.0-0 CSI . Plates Increase 1.15 TC 0.43 Vert(LL} -0.02 6-7 >999 360 BC 0.27 Ver{(TL) -0.09 6-7 >999 240 DEFL in (toc /deft L/d pLATES GRIP Mil20 197/144 LUMBER TOP CHORD 2 X 4 SYP No.2 BOTCHORC 2X4SYP No.2 WEBS 2 X 4 SPF No.3 FORCES (lb. - Maximum Compression/Maximum Tension TOP CHORD I-2=0/30, 2-3=-294161, 3'4~-254168, 2"7='467t82.4-5='384165 BOTCHORD 6-7=-178/143 5-6=-9/12 NOTES ~ Unoaiancedrcx3fhveioads have been cons~aered for hsdeslgn 2 Wied: ASCE 7-95; S0mph' h=25ft' TCDL=5.0psf; BCDL=5.0psf; Ca egory J~; Exp B enclosed; MVVFRS gable end zone; cantilever left and right exposed; end vert ~1 eft a~'d dght exposed Lumber DOL=l,33 Cate ~dp DOL=l.33. 3)Thstrusshasbeendesignedfora 10.0psfbettomcho~d ve oadnonc~ncurrentwihanyotherlive[oads. 41 Pro,de mechanica~ c~nnsctio~l (by athem~ of truss to bearing plate capabte of wi~standJng 55 lb upl~ at joint 7 and 38 lb ua/Jif at joint 5. LOAD CASE{S) Standard ¢¢.:.GA N G ,~- bO . . /z, ,', STATE O ,,; cc E 2 6 5 SPACING 2-0-0 TCLL 20.0 Plates increase 1.15 TC 0.43 TCDL 10.0 Lumber ncreas~ 1.15 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0,08 S[95 (Simolified} LUMBER TOP CHORD 2 X 4 SYP SOT CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SPF NO.3 FORCES flb) * Maximum Compression/Maximum Tension TOP CHORD 1.2=.254/59, 2-3=-254/59. 1-6=-384/58, 3-4=-384/58 0OT CHORD 5.6=-157/160, 4-5="9/12 WEBS 2-5=0J160.1-5=-29/184, 3-5='29/184 NOTES 1 ) Unbalanced tool live loads nave J)een cons Ge ed for this design. 2) Wind: ASCE 7-90; 90mph; h=25ff: TCDL=5.0psf: BCDL=5.0psf; Category II; Exp S; enclosed; MWFRS gable ena zone canitlever left and ngnt exposed; erld re,cai left and nght exposed: Lumber DOL=1,33 plate giip DOL=1.33. 31 This truss has been designed for a 10.0 osf =o~lom cnora live IO;~Q qonCOrlcurretl[ Wire any olner live [oarJs. LOAD CASE(S) Stapaara +-. +'~ ............ 4/-.. NO. 1990041 $ 4 November 30 2004 _ ~OUSE LUMBER'~O. WESTF~ELD IN 46074 C~de IRC200O/ANSI95 M~nx LUMBER TOPCHORD 2X4SYPNo,g BOTCHORD 2X~0SYPDSS. . WEBS 2X4SPFNo~3 ~at 5*82X4SYPNO,2 HOMES BY JOHN MCKENZIE LOT#2 LONG COVE 17543256 ecl I/deft Em PLATES GRIP -0.31 15-16 >912 360 ~1820 1971144 Horz(TL} 0.01 13 nla nla Weight: 215 m REACTIONS (i~/sizel 17=162510-3-8, 13=1625/C-3-8 Max Ho~z t 7=-280goad case 3t Max Uplift17=-37(Ioad case 5), 13=-37([0ad case El FORCES lb Maximum Compression/Ma×lmumTe~tsion BOTCHORD 16 17~148/774 15-16=-47/994, 14-15=-7/774 13-14=-7/774 NOTES 2 W~nd ASCB 7-98; 90mph; h=25ff; TCDL=5,0psf; BCDL=5.0psf; Catege~/I]; Exp B; enclosed: MWFRS gable ena zone cantilever [eft and gght exposed end vedical left and dght exposed: Lumber DOL=1,33 date gdo DOL=I 33. 8) Design assumes 4x2 (fiat onentaben) pudins at oc spacing indicated, fastenea zo truss mc wi · November 30 2004 HOMES BY JOHN MCKENZIE LOT#2 LONG COVE 17543257 LOADING (pst) 2-0-0 TCLL 20.0 Plates Increase 1.15 TCDL 10.0 Lumber Incresse 1.15 BCLL 0.0 ReD Stress Incr YES TC ~(~L) -0,00 ~ >999 360 MII20 197/144 BCDL 10.0 Ccde IRC2000/ANSI95 LUMBER TOP CHORD 2 X 4 SYP BDT CHORD 2 X 4 SYP Nm2 WEBS 2 X 4 SPF No.3 (lb/siZe) 1=22110-3-8,5=22110'3'8 Max Horz 1 =63(load case 41 BRACING T02 TRUSS DESIGNED TO SUPPORT THE LOAD GENERATED BY A TRIBUTARY AREA EQUAL TO 72 iNCHES OF ROOF LOAD ONLY HOMES BY JOHN MCKENZIE LOT#2 LONG COV ~7543258 LOA TCLL 20,0 i Plates TCD BCLL 0 0 Rep S mss ncr NO WB 0.64 ; BCDL 10 0 J~ ~] Code IRC2000/ANS~95 (Matdx) .---] I' We~ght:,~,~,,. ~480 ,~Ib _ 'i LUMBER BRACING TOP CHORD 2-0-0 oc pudins 6~0-0 max.), except eno veracals TOP CHORD 2 X 6 SYP DSS (Switche~l from sheeted: Spacing > 2-0-0). SOT CHORD 2 X 10 SYP DSS REAC'I1ONS fib/size 17=4879/0-3-8. 13=4879/0-3-8 Max Horz17=829¢load case FORCES (lb} - Maximum Compressio~Max~mum Tension TOP CHORD BOTCNORD NEBS 1-2=01176, 2-3=-472/324, 3~="4996/225, 4-5=-3226 266, 5~6=-864 408 7-8=-864/407. 8-9="32261266 9'10='4996/224' NOTES ....'- -,- ....... ~ ...... ,., No 199DOct,5 ~ ~lovember 30 2004 TO3 SCale = 1:80.1 ro LOADING (pst) SPACING 2-0-0 TCLL 20.0 Plates increase 1.15 TCDL 10.0 Lumber Increase 1,15 BCLL 0,0 Rep Stress Incr YES BCDL 10.0 Code IRC2000/ANSI95 LUMBER TOP CHORD 2 X 4 SYP No,2 *~xcem' 1-3 2 X 4 SYP No.1 BDT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No,3 *Except" 5`12 2 X 4 SYP No.2, 5-122 X 4 SYP No.2 SLIDER Right 2 X 6 SPF No,2 4-5-15 CSI TC 0.99 BC 0,70 WS 0,73 I/del ua PLATES GRiP Ve~t(LL) -0.12 9-1' >999 360 MIl20 1971144 Ved(TL~ -0.28 9-1' >999 240 FORCES (th) - Maximum Compression/Maximum Tension NOTES 4)Thistrusshasbeendesignedfore 0.0psfbot~omcnou ye oa=nonconcurren wtnany n 5 Refertogirder(s) fort~t~ russ~nne~ons 6 ",O~d~ m.han cai ~nne~on (by others)of truss ,o ~.dng p,ate ~pable of withs,anding 90 ,b uplift at jomt 8 and 86 lb uaJiff m joint 15. 7) Design a~umes 4~ ~flat oden a~on) pudins ~ DC s~adng indicate, a~ened to truss TC ~/2-I 0d na Is ~ ~ STATE O~ ~ovombor 30 2004 HOMES BY JOHN MC KENZIE L OTTO2 LONG COVE 17543280 64-0 0-4-0 6-11-8 ~ C$1 DEFL in (toc) b'defl L/d [ TC 0.80 Ve~t(LL) .0.53 13-14 >920 360 I BC 0,98 Vert TL) -1.10 13-14 >445 240 i BCLL 00 Rep Stress tncr YES WB 0.27 Ho~z(TL) 0.09 10 n/a ata ~ aCDb 10 0 ! Code IRC2000/ANSI95 ~ fSimo~ified} PLATES GRIP Mil20 197 144 Weight: 237 3 LUMBER. BRACING TOP CHORD 2 × 4 SYP No.2 TOP CHORD Sheathed or 5-1-7 oc purlinS, except eOT CHORD 2 ~( 4 SYP DSS ~Except' 2-0-0 oc 3urllrls 4-3-4 max3: 5-7. 2) d~ht exposed; end v ~Pc~ I left and right exposed; Lumber DOL=1.33 plate gdp DOL= 1 4~ This truss has been designed for a lO.O psf bottom chord live load nonconcurrent ~4th any other ye loads November 30 2004 iJ410040 IT(APB P~GGYSAC~< ~~-WESTFIELE iN 46074 754326' aoo~ 3x8 M TCDL 10.0 Lumber Increase 1,1 BCLL 0.0 Reo Stress Incr YES BCDL 10.0 Code IRC2000/ANSI95 TOPCHORD 2X4 SYP No.2 BOT CHORD 2X 4 SYP No,2 WEBS 2 X 4 SPc Ne3 REACTIONS (Iois~ze 1 =470/0-3-S. 5=470/0-3-8 Max HoFzl=91(load case 4) Max UDlJffl~-34(Ioad case 5t. 5=-34(Ioad case 6) FORCES {lb) - k4a,,dmum Compresmon/Ma~Jmum Tension TOP CHORD 1_2=.235/50 2-3=-642/64, 3-4=-642/72.4-5=-235/24 BOTCHORD 2.0=,15150' 4-6=-15/501 WEBS 3-6=0/313 NOTES 2~ Wind: ASCE 7-08; 90mph; h=25ff; TCDL=5.0~sf, BCDL=5.DDsf; CategoP/~[ ExD B; encloseci; MWI:RS gable end zone; cantilever left sod LOAD CASE(S) Staodarci 5 Ry "~ BY JOHN MCKENZIE LOT~ LONG COVE ~Rate Offsets ~~~,0"2-4']~ [~.1:0-3.15,0'0~~0'~:!~ BCLL 0.0 Re~ Stress Incr YES .W_? .0_,82 ] Ho~z(TL} 0.08 13 n/a LUMBER · TOP CHORD 2 X 4 SYP NO.2 Except' 7-8 2 X4 SYP DSS BDT CHORD 2 X 4 SYP No.2, WEBS 2 X 4 SPF No.3 Except" 5-17 2 X 4 SYP No.2, 7-17 2 X 4 SYP No.2 SLIDER Left 2 X 6 SPF No.2 4~5-14, R ght 2 X 4 SPF No.3 2-8-14 24O BRACING TOP CHORD Sheathed or 3-1-11 cc puri~ns, except 2-0-0 DC pudins (4-0-15 max.): 5-7. BDT CHORD Rigid ceiJJng directly applied or 10-0-0 oc bradng, Except: FORCES fib} - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/5, 2-3=-2194/100, 3~=-21941100 4-5~17501153.5-6~-1592/174.6-7=-1592/174.7-8=-1737/147 8-9=~1826/173. 13-14=-203 0. 11-13=-203/g WEBS 4-20=0t289 4-18=-374/154 5-18=~29/429, 5~17=-169138E 6-17=-353/157.7-17=-1181406 7-16=-501378 8-16=-329/196 LOAD CASE(S) Standard AL, November 30 2004.~j SPECIAL HOMES SY JOHN MCKENZIE LOT#2 LONG COVE LOADING SPACING 2-0-0 CSl DEFL n ~cc) ~/defl tJd pLATES GRIP e~t(LL) -0 12 18-20 >999 360 MIl20 197/144 BC 0~8 [ Vert(TL} ~0126 18-20 >999 240 V~iBm olaf i'eSd91 I HoE(TL) O,O8 1t nla ,la We g, ' 2?O Ih LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 'ExcePt' TOP CHQRD Sheathed or 3-3-5 o¢ punms, excei~ ~ ~ N0.19900415 ~. Scale = I;74 8.QO~ 3x6 Miig0 SPAC NG 2-9-0 CS DEFL in (ioc) I/deft L/d pLATES GRIP LOADING pst) - '- T~' 0 63 Ved/LL 0 10 12-14 >999 360 M 20 197/144 TCLL 20.0 Plates Increase 1.~ ~ . TCDL 10.0 Lumberlncrease 1 15 BC 0 63 Ver[(TL -0,22 12-14 >999 240 BCLL 0 0 Rep Stress Incr YES WB 0.50 Ho~(TL) 0.C4 9 n/a n/a Weight' 212 lb Code IRC20001ANSI95 (Simplified) BCDL 10,0 LUMBER TOP CHORD 9 X 4 SYP NO,2 SOT CHORD 2 X 4 SYP No.g WEBS 2 X 4 SPF No.3 *Excep¢ 5.11 2 X 4 SYP No.2. 7.11 2 X 4 SYP No.2 SLIDER Left 2 X 6 SPF No,2 4-5-15 BRACING TOP CHORD BOTCHORD WEBS 5i Refer to girder(s) far trus~ to truss conne~fions, _= 7543285 6-7-0 3x4 MIl20 -- CSI DEFL m loc) deft Ja GRIP TC .00 6 >999 360 MltB0 197/144 BC 0.03 I Velt(TL) -0,00 6 >999 240 WB 0.05 ] HOrZ(TL) 0,00 TCLL 20.0 Plates Increase 1,15 BCLL 0.o Rep Stress Incr YES C2000/ANS[95 LUMBER TOP CHORD 2 X 4 SYP NO.2 BDT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SPF NO.3 FORCES (b) * Max mum Compression/Maximum Tension -DP CHORD 1-2=0/17, 2-3=-222/20, 3-4=-222/20 4-5=0/17 BDT CHORD 2-6=0/183 ~-6=0/183 WEBS 3-6=0/126 NO~ES I t Unbalanced roof live leads hava ~een considered for th~s design. 2) W~nd: ASCE 7-98 99mph h=25ft; TCDL=5.0psl; BCDL=5.0psf; Category Il; Exp B; ~ncJosea; MWFRS game ena zone: cantilever left dgh exposed endve~ical eftgnd~ightexposed;LumbarDOL=l.33p~ategdpDOL=1.33~ 3t This truss has been designed for a 1 ~0 psf bottom chord ire load nonconcurrent ~th any o her live loads, 4) Proviae mecnanlca~ connection 3y~thers)~ft~sst~beann~ateca~a~e~t~ms~an~mg54~bu~httatj°int2and54~b~i~atj~t4 LOAD CASE(S) Standard 2 HOMES BY JOHN MCKENZIE L OT~-2 LONG COVE t7543~6~I 2x4 MIl20 LOAD CASE(S) Standard November 30 2004 .... 8uke #300 Desrgo vo[k~ lot ~ 0nly v~ Ih M~Te~ cot3nector$. This desJgn.~s b<~sed o n~ Upoq Pcr~me!e[~ sh~w~, o~d m fr~ C~ ~dJVJduc~ bund!rig cgmponent, Ches~er~]eKt, MO 630~ 7 6-11-0 2 J TCDL 10,0 ! Lumber Increase t,15 86 0.07 Vert(TL) nla n/a 999 StrRI BCLL 0.0 ! ess Incr YES WB 0.03 REACTIONS lb/size 1=163/6- 1-0 3=163/6-11-0.4=177J6.11-0 Max Ho~z 1 =72(load case 4~ Max Joliftl =-25¢oao case 6), 3=-25(Ioad case 61 FORCES (lb) - Max,mum Comeression/MaximumTension TOP CHORD 1-2=-54140 2-3=-54/31 BeT CHORD 1-4=-18/433-4=-18/43 WEBS 2-4=-110/21 NOq[~S ...- Cs s~--. November 30 200_ 4_ _ SPACING 2-0-0 CS/ DEFL ~n loc i/deft P~ates Increase 1,15 TC 0.02 -umDerlnCrease I 15 BC 0,0; VeIt(LL) hie ~o PLATES EJ 0.0 ,~ep S mss Incr Y~S VerJ(TL) n/a n/a 999 MIl20 CDL 10.0 Code IRC2000/ANSt95 nl~ 999 WB 0,01 '/orz{TL 0.00 3 nia GRIP 197/144 ; ' ,vvtae mecn n caiconpGam~% requires ~onfin.ous b¢om chord bead.g, load ~oncon¢.rr~ftt ~w h a.y o her 'iv~ NO, 199004 t5 TOP CHORD lOP C~O~D Z Z