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HomeMy WebLinkAbout05040080-Truss InfoMiTek Industries, Inc. 14515 North Outer For~y Drive Suite 300 Chesterfield MO6301 ?'-5746 Teler~hone 314/434-1200 Fax 314/434-5343 The truss drawing(s] referenced below have been prepared by MiTek Industries. Inc. under my direct supervision based ot~ the paramerers >rovided by Hall & House Lumber Co. Inc.. Pages or sheets covered by this seal: 17543226 thru [7543268 My license renewal date for the state of Indiana is July 3 I, 2006, November 30~2004 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~2002 Chapter 2. ~usr uss- Truss TYPe Q~y Piy HOMES BY JOHN MCKENZIE LOT#2 LONG COVE J410040 ~GE01 =IGGYBACK ATTIC HALLANDHOUSE LUMBE~CO WESTFIEL£ IN 46074 LOADING (ps0 SPACING 2-0~0 CSI DEFL in Cc) deft TCLL 200 Ptateslncrease 1.15 TC 0.99 Vert(LL) -0.31 15-16 >912 TCOL 100 Lumberincfease 1.15 BC 0.27 Vert(TL) -041 15-16 >696 BCLL 0.0 Rep Stress Incr YES WB 0 63 J Horz(TL) 0.01 13 n/a BCDL 10.0 Code IRC2O00/ANSI95 Matdxl ~ ua PLATES GRIP 368 'viii20 197/144 240 Weight' 252 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-4.4 cc our.ns exce~I eno verticals and 2~0~0 CC ounms BOT CHORD 2 X t0 SYP DSS f6*0,0 max.h W~BS 2 X 4 SPF No.3 *Except' BOT CHORD Rigid ceiling o~rec~y applied or 10~0-0 CC bracing 7) Gable studs spaCed at l-4-0 ec. ,: NO 19900415 ~. ~. 1' ~sign assumes 4x2 (fiat orientation) 9urlins at ~ sparing i.di~ted fastened to tru~ TC w/2~10d nails LOAD CASE(SI Standa~ ~ N ~I~iiiiiti~BB~X~' November 30,~00~ Truss Type Qtv 'i~y HOMES BY JOHN MCKENZIE LOT#2 LONG COVE ~ANDHOUSELUMBERCO WESTFIEL[ IN 4607z 14-3-7 ATTACH EACH PLY OF BOTTOM CHORD OF TRUSS WITH THREE ROWS OF WS4.5 WOOD SCREWS 4' O.C. =OR 24" CENTERED ON CONCENTRATED LOAD AT JOINT 22. '~OTAL SCREWS PER PLY 20' 5x8 Mil20- 5x6 MIl20 -- SCREWS SHALL 3E INSTALLED INTO THE SAME PLY THAT THE LOAD IS APPLIED TO, SCREWS ARE TO BE APPLIED AS =ER MANUFACTURERS INSTALLATION PROCEDURE. ¥C Ve~ILL) -0 09 12-13 >999 360 TCDL 10.0 Lum~erlncrease 1.15 BC 047 Vert(TL -0.1812~13 >999 240 BCLL o.o Re¢ Stress tncr NO WB 0.78 Ho~z(TL) 003 rua 1la BCDL t0.0 Code IRC200OlANSI95 rMat rix) LUMBER BRACING I TOP CHORD 2 X 4 SYP No.2 TOP CHORD BeT CHORD 2 X 10 SYP DSS I WEBS 2 X 4 SPF Ne,3 *Ex(eDt' BeT CHORD 5-17 2 X 4 SYP No.2 7-17 2 X 4 SYP NO.2 7-15 2 X 4 SYP No.2 WEDGE _eft: 2 X 4 SPF No.: ~ight: 2 X 4 SPF No+3 ~LATiES GRIP Weight: 1118 lb 7 Tbs usshasbeendesi nedforal0,0psfbottomchordli~loadnonconcurren withanyotnerhveloaas. '~¢. · ~ ~ 8 Pro~de m~hani~ ~n~on (by others) of t~ss to beadng plate ~pable of ~th~andin9 320 lb uplift at joint 2 and 772 lb uplift at joint ~-~O~ %%~DJ A~'"".~'~ ~ ) v~.)"~ ~,-~...- 'l,~/I November 30 2004 Copt~u~Chord. The design/selection of such soedel connection oe'~cets} is the respons~blhty of others HALLAND HOUSE LUMBER CO. WESTFIELD IN 46074 LOAD CASE(S} Stanoaro 11 Regular: Lumr~er Increase=l.15 Plate Increase=l 15 Ver[' 22=-5997(B) IOty iPly ~S BY JOHN MC KENZtE LOT~Y2 LONG COVE 17543227, 6 000 s Jun 17 2004 MiTek Industries, InC Mort Nov 29 12:20:f0 2004 Page 2 MiTek' -~ALLANDHOUSELUMBERCO WESTFIEL[ ~N 46074 2 Job Reference LOADING (psf SPACING 2-0-0 CSI DEFL ~r loc i/deft Lid PLATES GRIP TCLL 20.0 Plates increase 1 15 TC f.o0 Ved{LL) -0.07 9-10 >999 360 MIl20 197/144 TCDL 10.0 Lum~ermcrease 1.15 BC 0.33 /ed(TL ~0.14 9-10 >999 240 BCDL 10.0 Code IRC2000/ANSt95 (Matnxl Weight 375 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD EOt CHORD 2 X 10 SYP DSS VVESS 2 X 4 SPF No,3 'Except' BOT CHORD 4`9 2 X 4 SYP No.2.4-0 2 X 4 SYP No.2 5-8 2 X 4 SYP No2 WEBS SLIDER Left 2 X 8 SYP No.2 3~-5 Sheathed or 5-10-13 oc pudins, except end verticals, and 2-0-0 oc 3t Un.lanCed roof hve Ioa.s ~ave ~e. ~.sidered for this des,gn November ~2004 ApplJc~b~i~ ot d~gn ~romenJe~s ond ~ interpro i~n of componenf HALL AND HOUSE LUMBER: CO,, WESTFIELD tN 46074 LOAD CASE{S) Standard Un,Term Load~ (pi0 Concer~trated Lo&ds (lb) Vert: 10=-2609(F) 12=-1246(F) 13=-1246(F) 14=-1246(F) 15=-1246(F) 16=-1246(F) 1754322~; ~ty I Ply i HOMES BY JOHN MCKENZ{E LOT#2 LONG COVE 6000sJun172004MiTeklndus~des, lnc Mon Nov 2912:20:10 2004 P~g~2 Truss Truss Type ~,~ I Ply HOMES BY JOHN MC KENZ~E LOT#2 LONG COVE -/ALLAND HE JSE LUMBE~ CO WESTFiELD iN 46074 5 2x4 MIl20 LOADING (pst} SPACING 2-0-0 ESI DEFL oc) 9deft Ltd PLATES TELL 20.0 Plates tnc~ease 1 1~ TC 010 VertlLL ~000 2 >999 360 Mil20 TCDL 10.0 Lum~ermcrease 115 BC 008 Vert(TL -000 6 >999 240 3ELL 00 ReD Stress mcr YES WB 004 Horz(TL/ 0.00 5 n/a 3CDL t00 Code tRC2000/ANSI95 Matrix Weight: 13 lb GRIP 197/144 LUMBER TOP CHORD 2 X 4 SYP No.2 3OT CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SPF No,3 BRACING TOP CHORE BOT CHORD -OAD CASE{S) Standard Oty Pb/ HOMES BY JOHN MCKENZIE LOT#2 LONG COVE 23-00 SO0~2 2 8 9 LOADING (psfl SPACING 2-0-0 CSI TCLL 20.0 Plates increase 115 TC 061 TCDL 10.0 Lum~er Increase 1.15 BC 0.98 BCLL 0.0 Rep Stress Incr YES WB 0.74 ECDL I0.0 Code IRC2000/ANSI95 (Simplified) LUMBER BRACING TOp CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 3OT CHORE SLIDER R~ght 2 X 6 SPF No,2 3-7-2 WEBS PLATES GRIP MIl20 197/144 Weight: 225 lb / Sheathed or 3-8-13 oc pudins, except end vedicats, and 2-0-0 oc purlin~ 3-9-1 max.l: 3~6 REACTIONS db/size) 9=1606/0-3-8 17=1606/MechamCal FORCES flb~ - Maximum Compression/Maximum Tension TOPCHORD ~_2=~1975115,. 2_3=-1865/210. 3.4=-1574/211 4-5=-1966/221 5-6=-1612/215,6-7=-1910/214 7-9=-2231/161, 10-11=-77 1753 9-10=-77/1753 WEBS 2-16=-180/6E 2-15=-120/115 3-15=-22/698 4-15---669/210 4-13=-12J203 5-13=-11/175 5-11=-632J209 6-11=-21/720, ¢, Th S uss has Peen designed for a 0 0 psf bo om C8O d Ye loao nonconcurrent wun any omer bye ,~s November 30 ~004 Truss Truss Type Qtv Pi~-Y HOMES BY JOHN MCKENZIE LOT#2 LONG COVE HALL AND HOUSE LUMBER CO W~STFIELD Ih 4607~ 8.00112 3x6 MIl20 17543231 Job Reference ~ 6 000 s Jun 17 2004 M~Tek ~ndustrles Inc Mon NOV 29 12:2011 2004 Pa9~ 1 3x6 M{120 pl-C~e Offse~YJ L~ ,0:~10:0-2-12.0.3-0], j~ 3:0-3-0 LOADING (pst SPACING 2-0-0 TCLL 20.0 =lares increase 1.15 TCDL 10.0 _umber increase 1.15 SCLL 0.0 ~eo Stress mcr YES BCD[. 10.0 Code )RC2000/ANS~95 LUMBER TOP CHORD 2 X 4 SYP No.2 *Except' 1-3 2 X 4 SYP No.1 SOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 *Except" 3-12 2 X 4 SyP No.2. 5-12 2 X 4 SYP No.2 SLIDER Right 2 X 6 SPF No.2 4-5-15 NOTES LOAD CASEIS) Stanaaro ,,,,. ,~rc'-~ G/./ .~* N'~ ........... = ~, : E __ November 30 2004 I HOMES BY JOHN MCBENZIE LOT#2 LONG COVE ~ Tr~$s i TnJss Type I ' HALL AND HOUSE LUMBER CO. WESTFIELD IN 46074 17543232 }Job Referen~_ _ __ i 6000sJun172004MTek ndus es, nc Mon Nov 2912:20:12 2004 Page1 7 8 4×4 MIl20-~ J? LOADING(pst) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 T SPACING 2-0~0 CSl Plates Increase 1.15 TC 099 Lumberlncrease 1.15 I BC 0 70 Rep Stress Incr YES w8 073 Code tRC2000/ANSI95 (Simplified) DEFL in (loc) I/deft L/d PLATES GRIP Ve~t(LL) -012 9-11 >999 360 i MIl20 197/144 Vert(TL) -0.28 9-11 >999 240 Hotz(TL) 0.08 8 nla n/a Weight: 245 lb LUMBER BRACING 'FOP CHORD 2 X 4 SYP No,g "Except* TOP CHORD 1-3 2X 4 SYP No.1 BOT CHORD BOT CHORD 2 X 4 SYP No,2 WEBS WEBS 2 X 4 SPF No.$ *Except* 3-12 2 X 4 SYP Nm2, 5-12 2 X 4 SYP No.2 SLIDER Right 2 X 6 SPF No.2 4-5-15 REACTIONS Ob/size) 8=1606/Mechanical, 15=1606/Mechanical Max Ho~lS=-249(toad case 3) Max Uplifls---90(Ioad case 6), 15=-86(ioad case 5) FORCES (lb) - Ma,~mum Compression'Maximum Tension TOP CHORD 1-2~1979/88, 2r3=-i711f12t, 3~I~=-1574/141, 4-5=-1574/141,5-6~1735/122, 6-7=-2179/90, 7-8=-2179/90, 1-15=-1536/121 BOT CHORD 14-15=-227124g, 13~14~199/1646, 12-13=-151/1426, 11-12=-47/1447, 10-11=011730, 9-10=0/1730, 8-9=0/1730 WEBS 2-14=-B8/109, 2-13=-30~/149, 3'13=-29/394r 5-12=H 581404, 4-12=-353/157, 5-12=-160/370, 5-11~--30/428, 6'11=~374/155, NOTES 1) Unbalanced root live loads have been considered for this design. 2)Wind; ASCE 7-98; 90mph; h=25fti TCDL=5.0psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gedie end zone; cactilever left and dght exposed; end vat,cai left and dght exposed; Lumber DOL=l.33 plate gnp DOL;1.33. 3)Provide adequate drainage to prevent water pooding, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent w~th a~Y other live loads Sheathed, except end radicals, and 2-0-0 oc purlins (4~1-5 max.): 3-5 Rigid ceiling directly applied or I 0-0-0 oc bracing 1 Row at midpt 2-13, 4~12, 6-I 1 November 30 2004 MiTek' IOty [Ply i HOMES BY JOHN MCKENZ~E LOT#2 LONG COVE iHIP PIGGYBACK i HALLANDHOUSELUMBERCO WESTFIELOJN 46074 i Job Reference ~ I 6000 s Jun 17 2004 M~ek Industries, thc Mort Nov 29 12:20:12 2004 Pag~ 1 ii LOADING (psf) TCLL 20.0 TCDL 10.0 IBCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber increase 1 15 Rep Stress Incr YES Code IRC2000/ANSI95 CSI TC 0.17 BC 0.14 WB 005 (Matdx) DEFL in (loc) 0deft L/d Ved(LL) n/a n/a 999 Ved(TL) fda n/a 999 Ho~z~TL) 000 7 n/a n/a Weight: 36 lb LUMBER BRACIMG TOP CHORD 2 X 4 SYP No.2 TOP CHORD OTHERS 2 x 4 SPF No.3 DOT CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc pudins (6-0-0 max.): 3-5, Rigid ceiling directly applied or 10-0-0 oc bracing. 7 Gable st~ds spaced at 4-0-0 cc, ~%~'* ,S¢~GANG~/ STATE OR November 3~ 2004 Truss Yruss Type Qty Ply HOMES BY JOHN MCKENZtE LOT#2 LONG COVE 17543234 J410040 H04 MONO HB ~ Job Reference~ 7-~'ALL AND HOUSE LUMBER CO. WESTFIELD iN 46074 6 000 s Jun 17 2004 M~ek Industries, In¢ Mort Nov 29 1220 13 2004 Page =late Offsets ~ _0.-9~4j ._ L~AADING(psf) SPACING 2-0-0 CSI DEFL in 0oc) I/deft LJd pLATES GRIP TCLL 20.0 Plateslncrease 1.15 TC 0.37 ver~ILL 008 16d8 >999 360 MIl20 197/144 TCDL tOO Lum~er inc~ease 1.11 BC 3.23 Vert(TL -0.12 16-t8 >999 240 BCLL 0.0 Rep Stress]ncr NO WB 0.78 HorzCFL) 003 13 n/a n/a ~0.0 Code IRC2000/ANSI95 tMatfix Weight: 461 lb LUMBER BRACING TOP CHORE BOT CHORE WEBS )OINTS TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SPF No.3 SLIDER _eft 2 X 6 SPF No.2 2-7-3 LOAD CASE{S', Standard l~ HOMES BY JOHN MCKENZ~E LOT#2 LONG COVE 1754323~ Job Reference rot~ 6 000 s Jur~ 17 2004 M~Tek industries Inc Mort Nov 29 1220 13 2004 Pag~ 1 ~ } T~- LOADING (pst) ~ SPACING 2-0-0 CSI TCLL 20,0 Plates Increase 1.15 TC 0.55 TCOL 10.0 Lum~r I~crease 1.15 BC 0.87 BCLL 0.0 RepSt~sslncr YES WB 0.85 ~BCDL ~0.0 Code IRC2000/ANSI95 (Simp fled Horz(TL)DEFL rn ~oct I>/defl L/d ], M020PLATES GRIP197/144 Vert(LL -0.19 12-14 999 360 Vert(TL -041 12-14 >921 240 0 05 10 nla n/a i Weight.: 1._94 BRACING TOP CHORE Sheathed or 4-5-10 cc pudins, except end ~erticals, and 2-0-0 oc pudin~ LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No,3 BOT CHORD SLIDER Left 2 X 6 SPF No,2 3-7-2 WEBS LOAD CASE(S) Standaro Truss Type Qty i PrY HOMES 3Y JOHN MCKENZIE LOT#2 LONG COVE _410040 HO6 ~:~-AND HOUSE LUMBER CO WESTFIELD N 48074 ~1~ X,y): .~E~dg~o- 1-5.0-1-81 7-0-0 8 LOADING ps0 SPACING 2-0~0 TOLL 20.0 Plates increase 1 1E hUMBER TOP CHORD 2 X 4 SYP No.2 30T CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 *Exceot" 5-11 2X4 SYP No.2 7-11 2X4SYP No.2 SLIDER Left 2 X 6 SPF No.2 4-5-15 CSI TC 0.63 BC 0.63 ~ 049 Simotified LOAD CASE(S) Stanaarc ~" -,k''-) ......... "/O' x-'.- November 3C 2004 Truss Truss Type Qty Ply HOMES BY JOHN MCKENZiE LOT#2 LONG COVE 7543237 7410040 -107 HALL AND HOUSE LUMBER CO WESTFIELD IN 4607~ 7-0-0 ~0-0 Plate O_ffsets ~? _7~,~:07~6~_~13:0-1-8.0-1-8~ LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 BRACING TOPCHORD BOTCHORD WEBS 3uflins (5-7-5 max.): 5-7, Rigid ceiling directly applied or 10-0,0 oc bracing. LOAD CASE{S) Standaro ,,," % / Nov~er 30 20~ Truss Truss '~ype ~Qty Ply ~HOME$ BY JOHN MCKENZIE LOT#2 LONG COVE LOADING(pst) SPACING 2-0,0 CSI DEFL in (loc) I/ded L/d TCLL 20.0 Plates increase 1.15 TC 0.85 Ve~tlLL -0.15 7 >999 360 TCDL 10,0 lum=ermcrease 1.15 BC 0.77 VerftTL -0,30 7 >584 240 BCLL O 0 ReD Stress Incr NO WB 084 horzfTL~ 004 5 rCa nla BCDL 10.0 Code IRC2000/ANSI95 Matnx TOP CHORD 2 X 4 SYP No,2 TOP CHORD BOT CHORD 2 X 10 SYP DSS WEBS 2 X 4 SPF No,3 BOT CHORD SLIDER _eft 2 X 4 SPF NO~3 2-11-0. Right 2 X 4 SPF No.3 2-11-0 PLATES GRIP Weight: 196 lb Sheathed or 3-11-4 oc pudins, except 2-0-0 oc puffins (2-7-15 max.): 2~i. Rigid ceiling directly applied or 10~0-0 ~c bracing. Provide mecn~mcal c~nnecfton (by others) of truss to beanng plate capable of withstaodm.c 1041 lb uplift at joint 1 and 82I lb uplift at joint ~ / NO 199004 5. s .: = 1~2-1Speclal hanger(s) Or omar co~nectiOnu[~ clericals) snali ~a provided sufficient lo suo~or[ concemra[ea load(s) 43.81b dOWnup and 23.8Ib up at'~_c .o~~,O ~, STATE OF t LOABCASE S; Standard ~~t~ -- November 30 2004 J410~40 HG01 PIGGYBACK TRUSS --4ALL AND HOUSE LUMBEr-CO /VESTFIEL£ IN 4607~ LOAD CASE{S) Standard 2 Job Reference~r~al~ web membeF~ or~y. Adcil~onol temporory ~r~n~l? ~stJ? ~fo bi!Iffy durng~ consIiuch?n is !~h e: ~e s~o~n~s:~b,,~ oI~he IIII _I Truss Truss Type TQ,, Ply HOMES BY JOHN MCKENZIE LOT#2 LONG COVE { 175432391 ~N9 HOUSE LUMBER CO. WESTFIELD IN 46074 ~-Plate Offsets LOADING (pst) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 TC 0.87 TCDL 10.0 Lum~er Increase 1.15 BC 0.36 BCLL 0.0 Rep Stress Incr NO WB 0.54 BCDL 10.0 Code IRCS000/ANSI95 ~Matri× DEFL n Igc) I/deft Ud ve~ILLI 018 22-23 >999 360 Ve~ITL -0.27 22*23 >999 240 Ho~fTL 007 15 n/a n/a PLATES Weight: 555 lb LUMBER BRACING TOP CHORD '!'OP CHORD 2 X 4 SYP No.2 eOT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SPF No.3 BOT CHORD SLIDER Left 2 X 8 SYP NO,2 2-7-7 Right 2 X 6 SPF N02 2-7-3 Sheathed or 4-0-8 go pudins, except 2-0-0 oc oudins (5-7-12 max): 5-11. Rigid ceilin~ o~rec~y applied or 10-0-0 oc bracing. REACTIONS b/slzel 1=3252/MechaniCal. 15=3297/0-3-8 Max Ho~ 1=-146 {gad case 3: Max Ualiftl=~1226BOad case 4 15=-1209Boad case 3 FORCES ,iD - Maximum CompressiocCMaximum Tension TOP CHORD 1-2=~405/1713 2-3-~4342 1734 3-4=445311845 4-5=-4474/1903 5~=-4970~'2162 6-7=-4970/2162 7-8=-5614/2438, 8-9=-561412438.9-10=-5614/2438 10-11=-3836/1649 11~t2=-4551/1929 12-13=4624/1905. 13-14=-4541/1802 BOT CHORD 1.28=-1436/3B79.27-28=-1438/3379 26~27=~1619/B766 26-29=-1615/371E 29-30=-1615/3716 25-30~1615/3716, 24-25=-2443/5602 24-31=-244315602 23-31=2443/5602 23-32=~2443/5602 32-33=-2443/5602, 33.34=-2443/5602, WEeS 3-28=-470/265 5~26=~338/660 5-25=.97712056 6-25~269/119 7-25=-10741516 7~23=-247/512 7-22=-44/61 NOTES Cg~[~J~Jona~ 'assumes. A~ fflat onentabon audins at oc spacing edicated fastened to truss TC w/2-1 Od nails No, 19900415 ~ November 30¢2004 i J410040 i HG02 I Truss Type HOMES BY JOHN MCKENZIE LOT#2 LONG COVE Job Reference or o her connection device s) shall be provided sufficient to support omr~centrated load(s) 507,8 b down and 254.01b up at 6-0-12, 172.81b down and 122.1 lb up LOAD CASE(S) Standard Uniform Loads Concentrated Loads (lb) Ver~: 24=-173(F) 26=-173(F) 27:-508(F) 18=-497(F) 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) Q~y Ply HOMES BY JOHN MCKENZIE LOT#2 LONG ;OVE 25 CS; TC 0.31 BC 0.21 WB 0,07 360 MIl20 GRIP 197/'144 BRACING TOPCHORD BOTCHORD WEBS REACTIONS (Ib~SlZe 5=277/0-3-8, 4=193/0-1-8 Max Horz5=108(Ioad case 4 Max Uplifts=-2811oaa case 3), 4=-1~2(Ioad case 4 NOTES 1/Wind: ASCE 7-98; 90mpt~; t~=25ft; TCDL=5.0psf; BCDL=5.0psf; Catego~ II Ex9 B encJosed; MWFRS gad e eno zone cantilever teft and LOAD CASt~(S) Standard JOB MONO TRUSS ~'ALL AND HOUSE LUMBER CO., WESTFIELD IN 46074 HOMES BY JOHN MCKENZIE LOT#2 LONG COVE ; 17543241 F"plate Offsets X~: LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 6 SYP DSS BOT CHORD B X 4 SPF No.3 NOTES 1) Wind: ASCE 7~9~ 90mph; h=25ft; TCDL=5.0psf; BCDL=5.0psf Catego~ II EXp B; enclosed: MWFRS 3ao[e ena zone canmevel eft and NO 199(10415 ~ ~ovomber 30 2004 2-7-9 2-7-9 Plate Offsets ( .X...¥~.~ LOADING osfl SPACING 2-0~0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 ~lates Increase 1.15 TC 042 Vert(LL) 0.01 5-6 >999 360 MIl20 197/144 TCDL 10.0 .umber increase I 15 BC 010 Ver~(TL) 0.01 5-6 >999 240 BCLL 0.0 ~ep Stress Incr ~10 WB 0.12 RorzO'L) -0.00 5 nla nla BCDL 10.0 Code [RC2000/ANSI95 'Matfixl Weight: 47 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD BOT CHORD 2 X 8 SYP DSft BOT CHORD WEBS 2 X 4 SPF Sheathed or 6-0-0 oc pudins, except end vedicals. Rigid ceiling direcft y applied or 10-0-0 oc bracing. [Ply ] HOMES BY JOHN MCKENZIE LOT~2 LONG COVE J410040 1.02B MONO TRUSS ~HALLANO dOUSE LUMBERCO VVESTF]ELD N 4607z~ 175432431 Job Referen~(~ngl~ 6000 s Jun 17 2004M~ek lndustries,~nc MEn Nov 29 12:20:16 2004 Pag~ 1 5x6 MII20 2x4 MIl20 LOADING (~sf~ SPACING 2-0-0 TCLL 20.0 Plates increase 1 15 TCDL 10.0 Lumber Increase 1.15 EtCLL 0.0 Rep Stress tncr NO BCDL 10.0 Ccde IRC2000/ANSI95 LUMBER TOP CHORD 2 X 4 SYP NO,2 BDT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SPF No.3 CSI TC 0.21 BC 010 VVB 0.15 (Matrix) DEFL in (loc) I/deft L/d Ved(LL) 0.01 4-5 >999 360 Vert(TL) 0.01 4-5 >999 240 HoFz(TL) -000 4 n/a n/a PLATES M920 Weight: 43 Ib GRIP 197/144 BRACING TOP CHORD BOT CHORD Sheathed or 6-0-0 DC pudins, except end verticals Rigid ceiling directly applied or 10-0-0 DC bracing LOAD CASE(S) Standard NO 199004/~ ~ November 30 2004 Mil®k JOb Truss Truss Type ~ty Ply -IOMES BY JOHN MCKENZIE LOTTO2 LONG COVE 17543244 ~410040 J03 MONO HIP i HJ3.LLANC HOUSE LUM6ER CO. W~STFIELD IN 46074 7x6 MIl20' 3 Job Reference 6 000 s Jun 17 2004 M~ek Industries i~c Mon Nov 29 t220 16 2004 Page 1 ~G (psf SPACING 2-0-0 CSI TCLL 20.0 Plates rncrease 1.15 TC 0.21 Ver[fLL' 0.01 6 >999 360 MIl20 TCDL 100 Lum~er~ncrease I 15 ~C 0.13 VedfTL~ -0,01 6-7 >999 240 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP NO.2 WEBS 2 X 4 SPF No,3 BOT CHORD JOINTS LOAD CASE(S) Standard HALLANO HOUSE LUMBER CO. W~STFIELB IN 46074 I-3-0 3-9-5 HOMES 9Y JOHN MCKENZIE L OT¢~2 LONG COVE 17543245 MONO HIP F~Plate Offsets ~)~,~)' [3~D~ ~2coR2 LOADING (pst SPACING 2-0-0 CSI DEFL TCLL 20.0 Plates increase 1,15 TC 0.21 Ve~t(LL) TCDL f0.0 Lumber Increase 1.15 BC 013 Vert(TL) · - (~oc] I/deft L/d PLATES GRIP 0.01 6 >999 360 MIl20 197/144 -0.01 6-7 >999 240 -000 5 nla n/a Weight: 42 lb Max Holz7=1659oad case 4) ! 8) Special hanger(s} or other connection device(s) shall be provided suffident to suppod concantretad load(s) 413,5)b down and 18431b up 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(SI Standard Concentrated Loads (lb) Vert: 6=~414(F) November 30 2004 MiTek' HALLAND HOUSE LUMBER CC) WEST~IELD tN 46074 ~2.oo Job Reference ~ 0000 s Jun I7 2004 M~ek Industries mc Men Nov 29 12:20:17 2004 Pag~ 1 Plate O~._ s_e_~:0-3-0.0-1 - 12~L LOADING(psO SPACING 2-0-0 CSl DEFL ~n floc} Bdefl [Jo TCLL 20.0 Plates increase 1.15 TC 0.21 VertlLL 0.0' 6 >999 360 TCDL 10.0 Lumper ~ncrease 1 15 SC 0,13 Vert(TL -0.01 6-7 >999 240 PLATES GRIP M020 197/144 LUMBER BRACING TOP CHORD 2 X 4 SYP NO,2 TO= CHORD BOT CHORD 2 X 4 SYP No.2 WEEIS 2 X 4 SPF No.3 BOT CHORD JOINTS HALL AND HOUSE LUMBER CO;; WESTFIELD ~N 46074 iQty Ply "HOMES BY JOHN MCKENZIE LOT#2 LONG COVE Job Reference~ LOADING (=sf SPACING 2-0-0 CSI DEFL '- flocl /deft [Ja PLATES GRIP TCDL 100 LumDermcrease 115 BC 004 Ved(TL/ -0.00 4~ >999 240 8CLL 0.0 Rep Stress }ncr YES NB 0.05 4orz(TL -0.00 nm n~a BCDL 10 O Code IRC2000/ANSI95 Simp}~ed Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-4-7 oc purllfls, except end verticals. EOT CHORD 2 X4 SYP NO.2 SOT CHORD R~gid ceihng atrec[~y appt~ed or 1C-0-0 oc braang WEBS 2 X 4 SPF No.3 LOAD CASE(S} Standard ~ NO 199004}5 :. November 30 2004 MiTek' HALL AND HOUSE LUM~WESTFiELD iN 46074 Qb/ Piy HOMES BY JOHN MCKENZIE LOT#2 LONG COVE 17543248 J Job Reference~a~. 6000 s Jun 17 2004 MiTek Industries, Inc Mort NOV 29 12 20 17 2004 Pag~ 1 2x4 MIl20 i REACTIONS lb/size) 4=184/MechanicaJ. 3=184/Mecnanlcal LOAD CASE(S) Standard __-' /,-~ -o'., : NO'. [9900415 NoVember 30~004 MiTek, ~410040 JO~ MONO TRUSS ~L~AND HOUSE LUMBER CO. WESTFIELD IN 46074 LOADING (psf) SPACING 2-0~0 CSI OEFL ir 3c del L/d PLATES GRIP TCLL 20.0 PJmes increase 115 TC 003 vertt LL -0.00 4 >999 360 MIl20 197/144 TCDL 10 O Lumper increase 1.15 BC 002 Ver[(TL -0.00 4 >999 24( BCLL 0.0 ReD Stress Mcr YES Wi3 0.02 Horz~TL' -000 3 n/a n/a 3CDL 10.0 Code IRC2000/ANSI95 Simelifled' Weight: lr lb uUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-10-10 oc purlins, except end ¥~dicals. LOAD CASE{S) Standard J4t0040 J07 MONO TRUSS HALL AND HOUSE LUMBER CO. WESTFtELD IN 4B074 Ply HOMES BY JOHN MCKENZIE LOT~2 LONG COVE 754325(~ :Job Reference 5-2.2 3x8 MIl20 5-2-2 LUMBER BRACING TOP CHORD 2 X 4 SYP NO.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 9OT CHORD WEBS 2 X 4 SPF NO.3 SLIDER Left 2 ~ 6 SPF NO,2 3-1-10 LOAD CASE(S) SlanaarQ MiTek' i Qty HOMES BY JOHN MCKENZIE LOT#2 LONG COVE iJ41gg40 J !MONO TRUSS HALL AND HOUSE LUMBER CO,; WESTFiELD IN 46074 4 Plate Offsets (X~[2:0-1 - 12, 0-0~,] BCDL 10.0 II Code IRC2000/ANSI95 J (Matdx) DEFL in (Igc) I/deft L/d Ve~t(LL) ~0.00 2 >999 360 Ved(TL) -0.00 2-5 >999 240 Ho~(TL) 0.00 5 n/a n/a PLATES Weight: 15 lb GRIP LUMBER TOP CHORD 2 X 4 SYP No.2 gOT CHORD 2 X 4 SYP NO,2 WEBS 2 X 4 SPF No,3 SLIDER Left 2 X 6 SPF No.2 1-9-15 BRACING TOPCHORD BOTCHORD Sheathed or 2-2-2 oc pudins, except end vedicats. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=179/0-3-8, 5=58/Mechanicat Max Hoc~2=63(ioad case 4) Max Uplif~2=~51(Ioad case 5), 5=-27(load case 4) (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/9, 2-3=-65/33, 3-4=-35135, 4-5=-39/37 BOT CHORD 2~5=~13/20 NOTES 1) W~ed: ASCE 7-98; 90mph; h=25ff; TCDL=5.0psf; SCDL=5,0psf; Category II; EXF B: enclosed; MWFRS ga~e ena zone canhlever ~eft and dght exposed; end vedicai left and right exposed; Lumber DOL=1,33 p~ate g[Ip DOL=1.33 3) Refer to girder(s) for t~uss to truss connections, LOAD CASE(S) Standard Tr~ss Type IH' Ply HOMES BY JOHN MCKENZ~E LOT~2 LONG COVE J7543252 _410040 MO1 HOWE 2 Job Reference~ 6 000 s Jun 17 2004 MiTek Industries nc Men Nov 29 1220 18 2004 Page 1 3 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BeT CHORD 2 X 6 SYP DSS BeT CHORD WEBS 2 X 4 SPF No.3 HALL AND HOUSE LUMBER CO., WESTFIELD IN 46074~ LOAD CASE(S)Standard 30ncentrated Loads (lb) Vert: 8=-1586 B 11=-1586 B 12=- 586 B) 3= 603(B) 4=-1603(B) £ i Job Truss ~ype ~ALL AND HOUSE LUMBER DO.i WESTFIELD iN 46074 LOAD!NG(psf) TOLL 20.0 TCDL 10.0 BCLL o.g BCDL 10.0 I Ply HOMES BY JOHN MC KENZIE LOT#2 LONG COVE ~7543253' I 1] _i Job Reference (o~).. 7 9 3x4 MIl20 I[ PLATES GRIP Weight: ~2 lb CSI i DEFL in (loc) I/defl L/d TC 031 Vert(LL) -0.01 11 n/r 180 BC 014 Vert(TL) .0,01 11 n/r 120 WB 0,15 HorzCFL) 0.00 12 n/a n/a (Matrix) SPACING 2-0-0 Plates increase 1 15 Lumber inccease 1.15 Rep Stress Incr NO Code IRC2000/ANSI95 LUMBER TOP CHORD 2 X 4 SYP No~2 BDT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF No.3 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD BDT CHORD REACTIONS uD/slze~ 20=150/11-3-0, 12=150/11-3-0, 16=129/11-3.0, 17=111/11-3-C 18=109/11-3-0 19=87/1%3-0 15=111/11-3-0 14=109/11-3-0 13=87/11-3-0 _. _ November 30 2004 !Qty HOMES 8Y JOHN MCKENZtE LOT#2 LONG COVE 17543254~ L~La_te_.O~sets X,Y]: _2:72-7,Ed.. e, 4:0-2_-Z,~dp. gj' LOADING fpsf~ SPACING 2-0-0 TCLL 20.0 Prams increase 1.15 TCDL 10.0 Lumper ~ncrease 1 15 BCLL 0.0 ReD Stress Incr YES BCDL 10.0 Code RC2000/ANSI95 CSI DEFL ~oc) 0deft L/d TC 0.43 Vert(LL -0.02 6-7 >999 360 BC 0.27 VedfTL ~0 0~ 6-7 >999 240 WB 308 Ho~zfTL) -000 5 hCa n/a PLATES GRIP M920 197/144 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP NO,2 BOT CHORD WEBS 2 X 4 SPF NO.3 Sheathed or 6-0-0 oc pudins, except end verticals Rigid ceiiing directly applied or 10-0-0 oc bracing jOB Trus.~ Truss Type Qty Ply HOMEE BY JOHN MCKENZIE LOT#2 LONG COVE 1754325~ J410040 MO3A COMMON HALL AN~D HOUS--~ LUMBER--~CO. WESTFIELD ~N 46074 Job Refecence~ ___ 6 000 $ Jun 17 2004 M~ek Jnduslnes In¢ Mort NOV 29 12:20:19 2004 Page I 2 ~2oo~ 2x4 MIl20 LOADING (psf SPACING 2-0-0 CSt DEFL TCLL 20.0 Plates Mcrease 115 TC 043 Vert{LL TCDL 10.0 LumBer increase 115 BC 0.27 VertfTL) BCLL 0.0 ReD Stress Incr YES WB 0.08 Horz~TL ~ i!0 2ode RC2000/ANSI95 (Simclified LUMBER BRACING TOP CHORD 2 X 4 SYP ~o.2 TOP CHORD DOT CHORD 2 X 4 SYP No.2 DOT CHORD WEBS 2 X 4 SPF NO.3 Weight: 63 lb NOTES ~ t unDala~ced roof bye loads have Been considered for this des=gn 2 '¢~ nd: ASCE 7-98: 90mpn: h=25ft: TCDL=5,0psf BCDL=5,0psf; Category II; Exp B: enclosed; MWFRS gabte end zone: cam ever left and rigHT e×Do$~5~3 end ',~tmaI left and ngm eXDOSeQ; Lumber DOL=I.33 Nato gnp DOL=1.33. LOAD CASEtS) Standard 14515 N. Ou~e~ Forty, j Job I PIGGYBACK ATTIC I-3-0 2-0-2 3-4-10 3x4Mi120%% Plate Offsets 16:0-3-0,0-4~12~ LOADING (ps0 ~ sPACING 2-0-0 TCLL 20.0 Pla~es I~c~ase 1.15 TCDL 10,0 Lumber Increase 1.15 BCLL 0.0 Rep S[ress Incr YES BCDL 10.0 Code IRO2000/ANS195 CSl TC 0.99 BC 0.27 WB 063 (Matdx) DEFL in (Icc) [/deft Lid PLATES GRIP Vert(LL) -0,31 15-16 >912 360 M920 t97/144 Ved(TL) -0,41 15-16 >696 240 i Horz(TL) 001 13 n/a n/a I J Weight: 215 lb L BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BeT CHORD 2 X 10 SYP DSS WEBS 2X4SPFNo,3 *Except* BOTCHORD 5-8 2 X 4 SYP No 2 JOINTS REACTIONS (lb/size) 17=1625/O-3-8, 13=1625/0-3-8 Max RorT;17=-28D cad case 3) Max U¢lift17=-37( cad case 5 13=-37 lead case 6' Sheathed or 2~4 cc pud/ns, excep end ved~ca~s, and 2~0-0 cc pud ns (6~0-O max,): 6-7. Rigid ceiling directly applied or 10-0-0 cc bradng. I Brace at Jr(s): 18 LOAD CASE(S) Standaro J410040 T01PB >~GGYBACK HALL AND HOUSE _UMBER ~O-~TFIELD IN 46074 3 LOADING (psi) SPACING 2-0-0 TCLL 20.0 Plates Increase 1 15 LUMBER TOP CHORD 2 X 4 SYP Ne.2 WEBS 2X 4 SPF NO,3 BRACING TOP CHORD Sheathed or 5-9-0 oc Dunms. BO"[ CHORD Rigid ceding alrecay applied or 10-0-0 oc 3racing LOAD CASE{S) Standard .--~ ~',STER .. No 199Q0415 ~. STATE F '" b., ~' ~' No¥omber 30 2004 iQty Pry HOMES BY JOHN MCKENZIE LOT#2 LONG COVE HALL AND HOUSE LUMB~TFIELD N 46074 -RUSS DEStGNEC TO SUPPORT THE LOAD GENERATED BY A TRIBUTARY AREA EQUAL TO 72 INCHES OF ROOF LOAD ONLY 7x66Ml120 -- 2 L~Plate Offsets X,YJ.; 6~:0-4;9,0'3-8]~.[7:0"4-.~ [1 LOADING Ipsf SPACING 6-0-0 CSI DEFL TCLL 20.0 Plates ~ncrease 1 15 TC 0.56 vart( LL TCDL 10.0 Lum~er increase 1.15 BC 047 VeH(TL) BCLL 0.0 ReD Stress Incr NO NB 064 HorzITL BCDL 10.0 Code IRC2000/ANSI95 ~Matnxl LUMBER BRACING TOP CHORD 2 X 6 SYP DSS TOP CHORD EOT CHORD 2 X 10 SYP DSS EOT CHORD NEBS 2 X 4 SPF NO.3 JOINTS W~ght: 480 lb cantilever left and ,? 4¢'., ....... ... (~/ /~ 4 Wind: ASCE 7-98: 90m~h h=25ft: TCDL=5.0psf: BCDL=5.0[~sf; Category I~; Ex~ B: enc~os~ M~RS gable eno zone ~ ..~,~STER~% ~ November 30 2004 _ Truss Truss Type HALL AND HOUSE LUMBER CO. ~STFIELD N 46074 2 3 ~t~ Ply HOMES BY JOHN MCKENZIE LOT#2 LONG COVE 1754325.~ 3x6 MIl20 r~p ~te Offse s X Y 3'0-6-4 0~2-4 5'0-6~- 0-74~Li,8-0-6-1 om-41 ~.'o-2-12,0-~LlS:e4-0,0-~oL · tf_sets~X,~ [3:0-6-..4,0~2-~], [5:0T~,o' , .: PLATES GRiP MIl20 197/144 weight' 245 lb NOTES 1 ) unbalanced roof five leads nave ~een conmaered for this design. 2 Wind: ASCE 7-98; 90mpn: n=25ff: TCDL=5.0Dsf: BCDL=5.0psf; Category l: ExD B enclosed; MWFRS gable ena ZOne: cantuever left End right exDDsea; ena vertical left and ngh[ exposem Lumber DOL=1,33 ~late gnp 3OL=1.33. 3 Provide adequate aramage to pre~m wa~er ponamg, 4 Th~s truss has Deen aeSlg~ed for a 10,0 psf bc~om cnoro ive load nonco~currem w~tn any omer ~{ve {eaos LOAD CASE(S) Standsrci 3 9 -~ X(~): {~,.[5_:0-4~t ,0-2-4],_~']~, [.1_0.~[12:0- 5-12,0- 3- 0]~ 15:0- 5-12,0- 3-0_ LOADING Dsf SPACING 2-0-0 CSI DEFL - (loc deft ua TCLL 20.0 Plateslncrease 115 TC 3.80 VertlLL *053 13-14 >920 360 TCDL 10 0 LumP,er increase 115 BC 398 VerttTL -~ 10 13-14 >445 240 BCLL 00 Rep Stress tncr YES WB 0.27 Horz(TLI 0 09 BCDL 10.0 Code ~RC2000/ANSt95 Simohfiedl LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP DSS *ExcePt' 12-15 2 X 4 SYP NO.1 PLATES Weight: 237 lb GRIP BRACING TOP CHORD BOT CHORD WEBS LOADCASE(S~, Standard Novem~ber 30 2004 Q~y Ply 4OMES BY JOHN MC KENZIE LOT#2 LONG COVE 6-0-[ 800 12 4x4 MIl20-- 3 754326 ' LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORE BOT CHORD 2 X 4 SYP NO.2 BOT CHORD WEBS 2 X 4 SPF No.3 I Ply HOMES BY JOHN MCKENZIE L OT~Y2 LONG COVE 17543262 Plate Offsets X,(~YYYYYYYYYYYYYY~_~' [2:0-6-1,0-_0-41, ~..0z2-~0-~[~3~=¢[]4:0.3~8,0_1_9]' 1L9:0.2_12.0.3.0]- LOADING (psf} SPACING 2-0-0 CSI BEFL o¢ l/del uc TCLL 20.0 Plates increase 1,15 TC 0.79 VeHILL} -013 14-16 >999 360 TCDL 10.0 Lum~er increase 1.15 BC 0.69 Ver~(TL! -0.29 14-16 >999 240 BCLL 0.0 ReD Stress Incr YES WS 0.82 Hofz(TL 0 08 13 n/a n~a PLATES GRIP MH20 107/144 Weight: 270 lb LUMBER TOP CHORD 2 X 4 SYP No,2 *Excem' 7-8 2 X4 SY~ DSS SOT CHORD 2 X 4 SYP BRACING TOPCHORD BOTCHORD WEBS REAC~ONS 4¢~ ........... NO. 199004 t 5 November 30 2004 !J410049 ~'~ BY JOHN ~~NO COVE 17543263 3X6 M 20 6xSM 20 $.oo ~ LOADING(ps0 SPACING 2-0-0 CSi DEFL m ~oc~ I/deft J TCLL 20.0 Plateslncrease 1.15 TC 0.76 ve~[ILLI -0.12 18-20 >999 360 TCDL 100 .um~ar~ncrease 1.15 3C 0.60 Vert(TL -0.26 18-20 >999 240 LUMBER BRACING TOP ~-HORD 2 X 4 SYP No 2 *Ex,eot' TOP CHORD 7-8 2 X 4 SYP DSS BOT CHORD 2 X 4 SYP NO,2 BOT CHORD REACTIONS ~ight.expOsed; end v~rtical e~t and dght expose~; Lumber DOIt= 1.33 plate 'grip D~L=1,33. , 3) Pr~de ad~uate d~ nage to prevent water po~ng. . .o~de beanng plate ca9aMe of ~thstanding 146 lb ~piiff at joJ~2 and 213 ~b LOADING (pst) SPACING 2-0-0 TCLL 20,0 Plates Increase 1.15 TCDL 10.0 Lumber Jnccease 115 SCLL 0.0 Rep Stress Incr YES ~ C~°d! 'RC2000/ANS,95 LUMBER TOP CHORD 2 X 4 SYP NO.2 GRIP BRACING BDT CHORD 2 X 4 SYP No,2 TOP CHORD , WEBS 2 X 4 SPF No,3 *Except* 5` 11 2 X 4 SYp No,2, 7-11 2 X 4 SYP No,2 BDT 3HORD SLIDER Left 2 X 6 SPF No.2 4-5`1 $ WEBS iREACTIONS (Ib/s~ze) 2=1341/0.3.8, 9=1266/MechanJcaJ Max Hocz2=321 lOad Case 4) Max Up fl2=- 127(load case 5), 9=-64(Ioad case 4) (lb) - Maximum CompressJontMaximum Tension iCOMMON iQtY ~ 1 1754326B ] ~ Job Re(eren~ t~ga~_ 6 000 ~ Jun 172004 MiTek Indus ~ Man Nov 29 12:202~ 2 ~ooq~ LOADING (ps~) TCLL 20.0 TCDL 10,0 BCLL 00 SCDL 100 LUMBER SPACING 2~0-0 Ptates increase 1.15 Lumber increase 115 Rep Stress Incr YES Code IRC2000/ANS195 CSI TC 0,11 BC 0.03 W~ 0.05 (Simpliged) DBFL in (loc) [/deft Vert(LL) -0.00 6 >999 360 Ve~I(TL) -0.00 6 >999 240 Horz(TL) 0.00 4 n/a n/a PLATES GRIP MIl20 197/144 Weight: 33 lb TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 6 SYP DSS TOP CHORD , WEBS 2 X 4 SPF No,3 SOT CHORD REACTIONS (lb/size) 2=315/0-3,8, 4=315/0-3-8 Max Hc. z2=52(Ioad case 4) Max Up~ift~=-54(Ioad case 5), 4=-54(Ioad case 6) FORCES (lb) - Maximum Compress or,,/Ma:dmum Tens on TOP CHORD 1-2=0/17, 2-3--222/20, 3-4=-222/20, 4-5=0/17 BOT CHORD 2~6=0/183. 4-6=0/183 WEBS 3,6=0/126 NOTES Sheathed or 6-0-0 oc pudins Rigid ceiling dlreatiy applied or 10-0-0 oc bracing t- ............ "/0% .::~ 6'$'-.. ~ No /99004i5 · / ~.~..' November 30 2004 fl410040 V0' VALLE'~ 2x4 MIl20 3 2 Plate 0_ff~ets IX,Y~: LOADING/Ds" SPACING 2-0-0 CSI DEFL roc I/de~ uQ TCL{. 200 Plates Increase 1.15 TC 012 VerRLL) n/a nla 999 TCDL 100 ~.umDer InCrease 1,15 BC 0.10 Ved(TLI nza n/a 999 LUMBER TOP CHORD 2X 4 SYR NO.2 BRACING BDT CHORD 2 X 4 SYP NO2 TOP CHORD OTHERS 2X4SPFNo.3 PLATES GRIP MIl20 197/144 6 000 s Jut ' 2004 MiTek BCLL 00 Rep Stress tnc¢ YES WB 0,03 Ho~zfirL 0 00 3 999 Weight: 27 lb REACTIONS (lb/size 1=163/6-11.0, :~163/6-~-0 4=172/6-11.0 ..... 2-%8 SPACING 20,0 Plates ~ncrease 115 TCDL 10.0 Lumber increase 1.15 BCLL 0 0 Rep Stress Incr YES BCDL 100 Code IRC2000/ANSI95 LUMBER TOP CHORD 2 X 4 SYP NO.2 SOT CHORD 2 X 4 SYP No.2 J OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD BDT CHORD PLA'~ES GRIP /OPCHORD TOP SHOeD