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Home My WebLink About04120072 Revision Info 'J DATE OF RE-SUBMITTAL: , BUILDER RE-SUBMITTAL For Incomplete permit submittals Contact #: ~ Name of Reviewer: 13, (/ flo! f- , BUILDER NAME: r Project Address: Lot &. Subdivision: j:f ~ S- Druuk If.A~ Pc< ~l Commercial $15 .00 0 / // / Comments: !/-CA55 t?5 Re-Review Fees: Residential $125 0 slpermitsJre-review submittal form ENCOMPASS NOTEPAD - 12/14/04 NOTES FOR: 04120072 SLOG 1 - PR DATE TIME NOTE TEXT PAGE 1 OPERATOR 2004-12-14 07:17:05 need truss overview, wgh called and left message with Dusty @ 7 a.M 11-14-04 whoh1t TOTAL LINES OF .NOTES: 2 . \ \ \ 12/22/2004 14:40 FAX 13177383440 DAVIDSON [ND IaJ 003/003 ORDER DATE I I ENG. RECEIVED I I SCHLD. PROO. DATE I I SENT TO SAWS I I DELIVERY DATE I I Mn Homes of Indiana, LP uote No.- 042794 . ~ 8500 Keystone Crossing Ste. 190 Speciallnslruclions:LEFT HAND . Indianapolis, IN 46240 o (317) 255-9900 LOT # BID Job Not..: Apply 12'"Tyvek Flashing to hang e" be'ow bottom chord of all trusses with sheathing_ ~ DI . ~ SUBDIV: . . o MODEL: BURTON EL A BONUS RM: PORCH ROOF TRUSSES OATEl2122104PAGE 1 at1 ORDER # SALES REP Dave Langebartels BY DATE CUTTING I I PROFILE QTY PITCH TYPE BASE OIA LUMBER OVERHANG NOTES PLY TOP BOT 10 SPAN SPAN TOP BOT lEFT RIGHT ~ J COMMON 2XJ2X4 0Q.00-08 1 00.(}8.(}8 I 12 6.00 0.00 A 35-0:HlO 35-0:HlO ~ DUAL PITCH I I 5 6.00 0.00 G 23-06-11 2J.(]6-11 2X4 2X4 0Q.00-08 ~ DUAL PITCH 1 6.00 0.00 01 23-Cl6-11 23-06-11 2X4 2X4 Q{)..{)6-{)S . - ....ama GABLE I 1 6.00 0.00 X 10-m.ll 1<H:l2-11 2X4 2X4 00-06-08 ..sllll&.. GA:LE I 1 12.00 0.00 ls.<l:HlO 1s.<l:HlO 2X4 2X4 00.(}8.(}8 OQ-OS..()8 A. 1 GIRDER -riiy 12.00 0.00 R ls.<l:HlO 1s.<l:HlO 2X 2X6 00-00-08 OO..Q6..Q8 ~~ 1 6.00 0.00 ~~ COMMON A1 GABLE B ~~ MONO W 0.00 ~o.ool ~ ~ ~ ~ ~ MlIBURTON/CIMlBUK471 I ~3-00 13&4)3-{lO ~(l().()6.{)81 135-0J.(]olJ5.()3-{)O~0Q-()8.{)81 110-0211110-0211 ~ I 05-11-081 05~11~ ~ 105-11-08 I 05-11~8 ~ I 03-07..[)sl 03-07-{J8 ~ 01-11-00 01.11-00 2X42X4 I 03-11..00) 03-11-OO~ 105-11-00 I 05-11~ ~ 107-11-00 I 07.1H)ol~ I 09-11-00 1 09-11-00 ~ j 11-11-00 111-11-00 ~ 113-11-00 113-11-00 ~ 12/22/2004 14:39 FAX 13177383440 DAVIDSON IND ~ 8!; 3:< 1:I:l.... root::! ~~ (')2: 0 ",S ,," -Ii '-I ell rn i '-- Oia ~ f-- ~I I - iil~ iil >: I i~i ~~ ~ I I 6VO ~ II j 1~4"O ITII"() ~; l: X 2:; I ~ e~ ~'" ~ /' II i / I ( / !r ~ ~ / <>'" !\ I~ / 7 / '" !:l ~ ILl '-.. " > ;;; "- -.......... ~ ~ ... to: :i ~~ /' ./ V u. D '" I .'O~ ~ o.&lE ~~ ~~ ~~ g ~i~~~a l~iSi ~i~~~ ~ ~"' i8 Iii I ~~~3a~ I~i ~~~~~ ~ ~~ ~ ~ ~ ~~~~~~ ~~~ ~~~~~ ~~ ~ I ~ .B~~.Q I~~ ~~~5Q ! II !! '1Ill! Iii illll g ~ ~ a Q~~~~ ~I~! ~< ~ ~ ~ ~ ~~!'jlil ~ e l!l~ ~ 002/003 Gl AI :;; B 12/22/2004 14:39 FAX 13177383440 DAVIDSON [ND Ii!I 001/003 2801 North Morton Street PO Box 800 Franklin In, 46131 (317) 738-3211 (317) 738-3440 fax Davidson Lumber Co. Fax To; William Holt From: Dave Langebartels Fax: (317) 571-2499 """"'" PagesyZ" 8 _ 12/22/04 Reo Truss Layout MIl lot 85 Brookstone eel o Urgent o For Review 0 Please Comment 0 Please Reply o Please Recycle J/~20/2004 12:58 FAX 13177383440 DAVIDSON IND Job ~BUK471 TruM Truss Type CO"",""N ..' A Osvldsolllumbe.r Co.. Franklin IN 46131 -9-6r8 0-0-8 10-7-10 5-0-10 17-7-8 6-11-14 5-7-1 5-7-1 5.1l6 MT20= ',00 rw E '. ~ A iI o - 10 ~6 MT20"= N M 31(4 MT20= 3x6 MT20= l ' :h10M1: PJsle Offsels X Y : 9-1-0 9~ 1~O B:(l.,.,OEd e 0:0-4-00.3-4. F:0-1-o0-3-4. SPACING 2-0-0 Plates Increase 1.15 lumber InClease 1.15 Rep Stress lncr YES CocIe J8CZOOOfTPI2002 17-7-8 8-6-8 H:()..1.10,Ed el CSI Te 0.36 Be 0.60 we 0.57 (Mall'il) lOADING (psf) Tell 20.0 TCOL 8.0 Bell 10,0 BCOl 5.0 LUMBER lOP CHORD 2X4SVPNo.1 BOT CHORD 2 X 4 syp No.1 WEBS 2 X" SYP No.3 'Excepl' WJ 2 X 4 SYP No.2, W4 2 X" 8YP No_2. VV3 2)(" SYP No.2 ~ M I HOMES ... on A Bns ,!1'FF ,Bsmnt;Porch 1ilJ002 Job Reference 0 aI 6.000 s May 19 2004 MTek lndu5tries. Inc. Fri Dee 1013:10:122004 Page 1 24-7-0 6-11-14 29-7-15 5-0-10 D~ v: v: H' c~ (6~ ~~) \( Uo ~j \~Vr ~()J ~ ~~~ ~ ~ rr ~7 ()~ ~0>X'~. \Y ~ ~(Y B T, . ., REAcnONS (lbIsize) 8"'1511210-3-8, H=15112/0-3-8 Mall HorzB:=-169(load Case 6) Mall UplinB=.394lload case 5), H:-J94{load case 6) FORCES (Jb) ~ ~mum Compres.siorVMSlIimum Tension TOP CHORD A-B=Qf12, B-C=-279011245. C.D~25501f154, Q.E"'"17941911, E-F=-17941911, F-G=-2550111s.4, G-H=-2790/1245. H.I=0I12 BOT CHORD B-N=-1006l2439. M-N~766I21D1. L-M=-76612101. K~L=-766/2101.J-K=-76612101, H.J=-1006f.2439 WEBS G-N"'--268f162, o-~-1161464, lJ.l=-7J8J436. E.L:-476/1105, F-L:..T3&'436. F-J=-1161-164. G-J=.2661262 NOTES (4-5) 1} Unbalanced rool rMtIoads have beent;lI1Sidered for thi&design. 2) Wlfld: ASCE 7-98; OOmph; h=25fl; lCDl=Jl.7psf; BCOL:3.0ps1; Category II; Exp C; enclosed; MWFRS gable end zone and C.C Exterior(2} zone; cantilever lell and right exposed ; end vertiCallell. and right eJlPOSed; lumber DOl=1.60 plate grip DOl=1.60. This truss is designvd for C.C formernbefs and forces, and fer MWFRS for reactIons specified. 3) Provide mechanIcat conneclion (by olhers) of truss 10 bearing pla19 capable ofWllhslanding 394 Ib upfift aljolnt B 0Vld 394 III uplift a1JOIflt H 4) If Ih8 negative reactions shtJwn on Ifl8 ~Mall Upfifr' inv of Ihe .REACTIONS~ sectiOn of Ihis draYVtng IlIre for load cases 2, 3, 4, 5, or 6 then lhey ala \he result of wind load cases and the "Provide mec:tlanicaJ coone<:bDn ,. 10 -. _ W1lhsr.md XXX Ib up"" .. nole In lhe "NOTES. section of ttis drawing may be disregarded 'Ntlera a ct'lec:t\ 011h8 building code roof titHlown section doos nol resun.ln the requ,ernert1 of rool Des:. S) All contlnuol.l:S latern! bmCes m.JSl be restrained 10 prevenll.atefal movement of lhe brace if all braced members bud\le irllhe same direction, See 8CSI.1 Building Component Safely Informatiun and bullding designer requiremenlS. lOAD eASElS) Standard 35-3-0 5-7-1 3~!j-B 0-0-8 Scale =- 1:61. ~:H , I 11 !5xBMT20z I: ~ \\\\\11111111/11 A "",\\ \... HE/tv. III"" .:,' ~y.. ............,.,., 8~ '-,. $ 0<t).....;}::>\ST EAI;O"_''<l-;- '-; / ~O/~ ...... ~ ::""";)! No '\:::. ; i OO;110419 j ~ = ; If' I % \ STATEOF / ".... . ~~,.!~g.~~~!>"~. ""/ SION ,. Y:~~EC~\l , i~~20/2004 12:58 FAX 13177383440 DAVIDSON IND ~ M I HOMES i4l 003 MfBUK471 A1 COMWON Job Reference ~ona) 6.000 s May 19 2004 MTek ....u1uslfies, Inc. Fa Dee 10 14:43;402004 Page 1 Job T,"," TrussT~ Ply MI Burton A BnsRm,9'FF.Bsmnt;Porch Davidson Lumber Co.. Frankln IN 46131 -9-6r8 0-6-8 5-7-1 5-7-1 10-7-10 5-0-10 17-7-8 8-11-14 -f----- 24-7-1; 6-11-14 29-7-15 5-0-10 35-3-0 5-7-1 3~~-8 0-6-8 Scale = 1:61. 516 MT20= 6.00 [If E 11 5)0.6 MT20= ~ A ;l B 10 5)[6 MT20= N 3114MT20= M 5x8 MTlO;;; L 3x10 MT20= K J 3Jl:6 MT20;::; 3)i4 MT20== LOADING (psI) lCl1. 20.0 TCOl 8.0 Bell 10.0 BeOL 5.0 LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP No.1 WEBS 2X 4 SYP No.3 'E.Ilcept. W32X4SYPNo.2, W~2X "SYP Na.2, W"32X 4SVP No.2 OTHERS 2 X 4 gyp NO.3 . ElIcepr ST16 2 X 4 SYP No_2. 5T162.x 4 SYP No_2 SPACING 2-D-Q PlaJes Increase 1.15 Lumber Increase 1.15 Rep Stress Iocr YES Code IBC2000fJPI2001 cs, Te 0.3B BC 0.60 we 0.57 (Mallb.) 26-2-0 35-3-0 8-1;-8 !l-1-0 M:Q...4..oo-3-4 DEFL In lloc) ,.... Ud PLATES GRIP Vet1{lL) -0_23 H-J >999 360 MT20 244/100 Vel1(TL) .0.38 H-J >999 180 Hon(Tl) 0.12 H nl3 nI. Weight 2731b 9-1-0 9-1-0 Plate Offsets X,V: B:O.1-10Ed e C:0-0-80-2..a 17-7-8 8.Jl-8 0:0-4-00-3-4 F:04{I0-3-4 H;0-1-10 Ed BRACING TOP CHORD BOT CHORO WEBS Strucl\ral wood $healhing direttly applied or 3-5-10 oc pU1llns. Rigid ~Uing directly applied or 6-5-0 QC bracing. 1 Row al midpt o.L, F.l REACTIONS' (Iblsize) B;;15421()..3-6, H=1542JO.J--8 Max HorzB=-169(load caseS) Max UpliftB""-394{load Cilse 5), H~39Jl(load case 6) FORCES (Ib) - Maximum Compressloo'Malllmum Tension TOP CHORD A-8=OJ12, e-C=-279011245. C-D=-255011154, D-E:=-17941911, E.F=.17941911. F.G=-255011154. G-H=.2790112.o15, H-I..oJ12 BOT CHORD B-N....,00612439. M-N=-7BBi2101.l-tF--76612101, K..v"-76612101, J-K:-7B6/2101, H.J=_10061Z.439 WEBS c-N=-2661262, o-N~1161.o164. D-l"-7381<438, E-L=-47611105, F-L=-7381438, F-J=-1161464, G-J:-2681262 NOTES (7.8) 1} Unbalanceti roof Ifv8Ioads have been D:msJderect lor !his deSign. . 2) WlIld: ASCE 7-98; 9Ornph; """25ft TCDL~.7psf; BCOL=J..Opsf; Category II; Exp C: endosed'; MWFRS gable end zone and C-C Exlerier(2) z(me; cantilever 18ft and right exposed ; end vertical left and righl exposed; lumber DOl==1.60plate grip DOl=1.60. This lruSS is designadfOt c.C lei" members and forces. :and lor MWFRS for reactions. specified 3)Truss designed lor wind loads in !he plane oflhe truss only. For stIJds ~ed 10 wind (normal 10 the bce), see BCSI1 andbuildin9 designer requirements. 4) AU plates are 2.x.01 MT20 unless olherwise Indlcaled. 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by olhers) of Ir\.lSS 10 bearing plate capable Ot"wilhslanding 3941b upIlflaljoinl B andJ94 Ib uplift Bljoinl H. 7) If !.he negallve reacllons shown on the "Max Uplifl~ line of Itle wREAcnoNS- section of lhis d1awIng are lor load cases 2, 3, 4, 5, or 6 lfIen they are lIle result 01 MIld Io8d eases and1he "Provide mechalical conneclioo. .-10 -. . withstand XXX I:l uplift." note in the ~NOTES' sec1.ionoflhisdrawing maybe dsregarded ~e a chetk of !he bLildlng code roof Ue-down sec:lWn does nol resLJI in the requirement of roof lies. 8) NJ QJntlnuous laleral braces must be restrained to prevent Ialeral movement of lhe brace II all braced memberS blJCkle in the same cIireclion. See BCSl-1 Building Component Safety Information and buNding designer requ,iremeJlls. \\"'tllfll",,, ,,"''v- L_ HE/.:"'", ~',_<( .__...-..._.:VU'~" ~ y .... \ST~ ... '-" ~~,,"'....(;. r;;:.R~"',.'-'d;';" ::-O..-~" '()..~~ ~ ~ : "\" ~ ::: I No " _. . 1- = f 60910419 ; = - ~ ! :: ~:9,\ STATE OF III g -;...tJ.:'.. ./... ~ ~"./NDIA~l'::..";",~ ~ "',~:~8IC)NAL"~';."'~ 9/ ~~c"~"~"~ lOAD CASE(S) Standard 12<20/2004 12:59 FAX 13177383440 DAVIDSON IND -> M I HOMES 141004 Job T"", Truss Type 0Iy Ay MI Burton A BnsRm.9'FF,Bsmnl;Pordl MI8UKA71 B GABlE I Job Reference 0 liOo"lal I Davidson lumber Co., Flank-lIn IN 46131 6.000 s Msy 192004 MTe!I nClvsmes, Inc. Fri Dee 10 14:17:43,2004 Page 1 -9-6r8 17-7-8 35--3-ll 3f~-8 0-6-8 17~7-8 17-7-8 0-6-8 Scale'" 1:62. 5.11.6 MT20= 6.00 112 p 0 0 N R 3>16 MT20~ M S 31l6MT20..':::- L T JK Uv 2 S 3 S W S 2 X H S 1 S , G S 0 S 0 Y f 8 Z E AA D AS M A B ~ BF BE BD BC BB BA AZ AY AX AW AV AU AT AS AR AO AP ANAO AM AL AK AJAI AH AG AF 3ll:6 Mi20= s.x8MT20= !>>IS MI2D;:; 3x6 Mi20 = 35-3-0 35-3-0 Plate Offsets X Y: AN:O-4-o.D-D-4 AX:D-4-o ()"J-4 lOADING {psT) Tell 20.0 reel 8.0 BelL 10,0 BCDL 5.0 SPACING 2-0-0 Plaleslntrease 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IBC2000fTPI2002 CSI TC 0.07 Be 0.03 WB 0.07 (Malrb:) DEFL Ver1{ll) Ve"(TL) Hor.z(TL) in (loe) 0.00 AD 0.00 AD 0.00 AD "de. oV, oV' oV, Ud '20 90 oV' PLATES GRIP MTlO 2441190 Weight: 2791b LUMBER lOPCHQRD 2X4S~No.1 BOT CHORD 2 X 4 gyp No.1 OTHERS 2 X 4 SYP No.3 oE;lcepl. 51132 X 4 SYP No.2, ST122 X4 SVPNo.2. 5T112 X 4 SYP No.2 51102 X.4 SYP No.2. 5T12 2 X II SYP No_2, ST11 2 X 4 gYP NO.2 51102 X 4 gyp No.2 BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing direetfy applied or 6-0-0 oc purlins. Rtgid ceiling directly applied or 1lU1..() oc bracing_ 1 Row almidpl P-AS.Q-AT,O-AR REACllONS (Iblsize) B"'99/~J.O.AS""06J35...3-0, AT=114/35-3-0. AU"114iJ5-J..O, AV=1H/J5-~. AW-"1051Ja.3-Q. AY"'113J35...3-Q, AZ=1151J5-3-0. BA=114f35..3-0. 8&0-115135-3-0, BC::11413S-3.o. 80::116135-3-0. BE::107JJ5..3-D. BF"'140.$3-0, AR-"1111135-3..o. AO"'114135-J..D, AP=117/35-J..a, AO=10fJ35...3-0.AM=113f35.J..O. Al=11513S-3-0, AK=114135-J..O, AJ=115135-3-0. AI=114fJ5-3-0. AH=116135-3-0, AO=99i3&-3-0, AG"'107I35-J..O. AF==140/35-3-O Mall. Harz B=235(1oad case 5) Mall Upf\"Ei=~10(1oad case 3), AT=-28(load case 5). AU=-55(load CaY 5), AV=-49(load case 5), AW=-5O(1oad case 5). AY=-5O(Ioad case 5): AZ=-49(load case 5), 8A"'.-49(load case 5), B8"'-49(load case 5), BC"'-49(load case 5). BO"-49(load case 5). SE::-47(load case 5), BF"'-6O(load case 5), AR=-24(load case Ii). AQ=-56(1oad Case 6). AP--4l9(load case 6). Ao--5O(laad case Ii). AM:-6O(load CBSEt Ii). Al=-49{1oad case 6). AK=.-49(1oad case 6). N=-49(load case 6), AI=.49(load case 6}. J\K:-49(toad CiISe 6}. AG:...41(1oad case 6). AF=~59(Jood case 6) Max GfiJ\lB=99(load case 1), AS'=106(Ioad case 1).AT=115(load case 7). AU=115(load ease 7), AV=117(load case 1). AW=105{1oad case 1). AY=113(loadcase 7), P;Z=115(load rase 1). BA;114(\oitdcase 1), BfF115(load case 7), BC=114(Joad case 1), BD""ll6(loadcase 1), BE=107(loadcase 7), BF=14O(1oad case?), AR""115(Ioadcase 8}, AQ='115(load case 8). AP=117(load case 1), AQ=105(1oadcase 1). AM""13(load QtH8), AL=1,15(Joadcase 1). AK=114(looocase 1), AJ=115(toad case 8). AI""1.1(Ioad case 1).AH=116(load (;3$e 1), AD=99(Ioad case 1). AG;107(load case 61, AF=1110(1oadcase 8) FORCES (Ib). Maxinun Compression/Maltimum Tension TOP CHORD A-B:=Ql12, SC=-233J15, ~-195f12. o.E=-165121. E.F=.134132, F.G=-1D3150. G-H=-71168, H.Ic:-40185.I-J=.2B1100. J-K=-9/103, K-L:-.2B1121 . L.M=-2B1158. M-N=-261198, N-~2B12041, Q-P=-281264, P-O=-29J264. Q-R:--281241. R-S..-281'1SS. 5-T=-28/'158. T-Uz.281119, lJ..V=-4/80. V-W=-28177. W-X=-28152, X-Y"'.39135. Y.Z;..70/17. Z.AA::-10119. M-AB=-132J1D, AB-AC=-162f8, Ac-AD=-207/15, AD-AE=OJ12 BOT CHORD B-BF=OIO, BE.BF=OIO, BO-8E;of)JO, BC-SO<:OO. BB-BC=QJD. BA.-BB=OO. AZ.aA=OfO, AY-AZ~O, AX-AY=OIO. AW..p;x=OlO. AV-AW=OJO. AU-AV=(lJQ. AT.AU=O/D, AS-AT=OIO, f\R-AS=OO, AQ.AR=OIO, AP-AO=OIO, AD-AP=OIO. AN-A();OKI. AM-AN=-D/221. J>J..-AM=0I221, AK.Al:=0I221. AJ-AK:=Qf221. AI-AJ'=o0l221, A/-f.A1=01221. AG-AH:=0I221. AF-AG=0I221, AD-AF=0J221 WEBS P-AS=-13010, Q-AT=-75fJ7. N.AU-75185. M-AV=-76176. L-AW='-74f74. K-AY=-75176. I-AZ=-75f15. H.8A=--75f7S, G-8B:-75/75. F-BC~7f175, E.BfF-75176. D-BE=-71/73, C-aF"'-8aI87, Q-AR=-75t37. R-AQ=.751B5. 5-AP=-76176, T.AQ=:.74n4. u-AM=.75f76. W-J>J..=-75115, X-AK=-75175. Y-AJ=-75175, Z-AI=-75175. AA.AH=-75176. PB-AG<=-71f73, AC-AF~7 ,,\11\11111',", ,,"''y.. \... HE:/.:"'" ~'<8 ",.."." -V-5'...''-' .t~ ....;.:.G\STE,;;;.::.....~y .:- 0 /q;.v ""O.....~"'?-:. ~"")l "\ ;. - : No. \:: ~ ( 60910419 III ~ ~ \, STATE OF .1 g ..... ".... ~~~....t.!VDIA\'l?:../~ ,/ ....,.._'\S'S ............ " ~;ONAL ,\.\\"", ~'.' "" DEe 1 0 2004 NOTES 1S-9)' 1) Unbalanced roof live loads have been COfISidered for lhIs design. 2) WU1d; ASCE 7-98; 9Omph; tF25ft; TCDl'4.7psf; BCDL:=3.Opsf; Calegory It; Exp C; endosed; MWFRS gablB end zone and C-C ExIerior(2) zone; cantilever Jell and right exposed; end vertiCallefI, and right exposed; lumber OOL-"1.60plale grip DOL=1.60. This tr\.I.ss i5 designed for C-C 101 members and ftm::es.. and lor MWFRS for reactions specified. . 3) Truss dBsigned for wind loads in Ihep\aneDf 1helTus.s m1y_ For studs exposecllO wind (normal 10 !he Iaoo). sell BCSI1 and building designBr requiremenls. 4) All pales are 211-4 MT20 unless otherwise indicaled. 5) Gable requires con6JUJOus bottom chord bearing. 6) Gable !StudS spaood at 1-4-0 01;. 7)PtOllic.1e mechariGJI COf"Ilf!(;fion (by o1I:Jm.) oJ ITUSS 10 bearing plate ~abIe oIwilhslam:ling 10 Ibuplin at joint 5, 28lb uplift aljoinl AT. 551b uplift al joint AU, 491bupliR aljoinlAV. 50 Ib uplift atjoinl AW, 50 Ib uplift alj(Jin1 AV. 491b uplift al]oinlAZ, 49 lb uptin 81JoIl1I BA. <l91D up/in aljoinl SS. 49lb uplift B1joinl se, 49lb uplift aljoint 80. 471b uplift a1joiol BE. 60 lbuplifl afjoint BF, 241buplil'! at joint AR. 561b upr,n aljoinl AD, 49lbuplift aljoinl /!P, SOlb uplift aljolnlAO. 50 Ib uplift atjoinlAM. 491b upfilt lIl.jo!nt AL,491buplfft at joint AK, 49tb uprrfl aljolnl AJ, 49lb ~ft &Ijoird AI, 491b uplift aljoint AH,041lbuplift at joint AG and 591b upJiftaljeirrl AF. ~ued 00 page 2 1U20/2004 12:59 FAX 13177383440 DAVIDSON IND -. M I HOMES 14J005: JobRelefertc.e 0 Iional Da..idson Lumber Co., Fran in IN46131 6.0005 May 19 2004 MTek Induslties, Inc, Fri Dee 10 14:17:43 2004 Page 2 8) lithe negative medions shawn on the ~Max UpllrrUne of Ihe ~REACTJONS- section of this drawing are for load cases 2, 3, 4. 5, or6lhen they are the resull of wind load aJSes and !he HProviJ mechanical COMaCtion. ." to~. . v.ilhsland XXX lb uplilt..~ nole in !he "NOTES. section cfthis drawing maybe disregarded' where a c:hedt (It !he building OOCle rooflle.-down section does nol resullln lhe req,Aremenl of rcollles. . 9) AD conlinuous lalera! braces musl be restrained to prevenlla1eral mc:wemenl of lt1e brace if all braced members buckle In the same direc\lon. See 8CS1-, Buildinll Component Safety Information and building designer niqulternen!s. LOAD CASE(S) Standard B Truss Type GABLE PI, Mr Burton A BnsRm.9'FF,Bsmnl;Pordl Job MauK471 "Truss \\\\\"11"""11 ","'.. L. HElt/"'" ,"> ,_q~................. 8,,-'" ~~v,""G\STEFl ....:~ ~ ~ 0 /~'<! ~O ....~-t- ~ :~! \. ~ ::: : No. \: ~ \ 60910419 ill ~ ~ \. STATE OF ! E ~?6~"'/NDIP.\"I.!.:....~~ .? ?JJ/ONAC ~~"'~ y'~\\r . DEe 1 0 2004 12/20/2004 12:59 FAX 13177383440 DAVIDSON IND -> M I HOMES @oosj I M1SUK471 G DUAL PITCH MI Bunoo A BnsRm.9'FF,B5mnl;Pordl Job Truso TrvssType DavidsOlllumber Co., Fnmk~n IN .461Jf Job Reference lienal 6.0005 May 19 2004 MTekJnduslries, Inc. Fri Dee 10 14:18:592004 Page 1 -Y-61B 0-1;-6 7-11-3 7-6-3 14-11-0 6-11-14 16-11-10 4-3-9 23-6-11 4-7-1 Scale = 1:45. 4~6 MT20"::::" 5x8 MT20~ ~ 3x6MT20o;::::. J 2x4 MT20 II I 3116 MT20= H 3110MT20= G 4x6 MT20= 7-8-3 7-8-3 Plate Olfsels XV: 8:0.2-10.0-1-8, C:0-4-Oo-3-4 O;D-3-60-2-0 14-8-0 6-11-14 23..-6-11 &-10-11 LOADING (psI) TGll 20.0 TeOL 6.0 BeLL 10.0 aCDl 5.0 LUMBER TQPCHORD 2X4SVPNo.l BOT CHORD 2 X /I SVP No,l WEBS 2 X 4 SYP No.3 "Except' W2 2 X 4 gyp No.2, WJ 2 X 4 SVP No.2, W4 2 X 4 syp No.2 SPACING 2-0.0 Plales Int:Jea58 1.15 lumher Increase 1.15 RepSlresslncr Yf:S Code IBCZOOOlTPI2002 CSI TC 0.73 Be 0.49 we 0.71 (Ma1r>>l) DEFl VerltlL) Vert(TL) Horz(Tl) In (loe) .().14 8.J -0.24 B-J 0.04 G IIdel >999 >999 nI. Ud 300 leO nto PLATES GRIP MT20 2441190 Weight 1231b BRACING TOP CHORD BOT CHORD I StNdUl'afwood Shealhing directly applied or 4~ 1 OC purlins, ell.cepl end verticals. Rigid ceiling dilet\ly applied or 8-2.5 oc br<lcinfl_ I I REACTIONS (Ib/size) B==-1039J0.3-6, G"1000JO-3-8 MOlll HorzB=277(load case 4) Max UpliftB=-269\load case 5), G"'.204{load case 6) FORCES (Ib)- MaxirmnJ CompressionlMaJljmum Tension TOPCHOR;D A-B"CW12, s.-c"".169&'650. C-D=-962/433, O-E=-994/475, E-F"'-321/147, F-G=-272/142 BOT CHORD B-J=-574/1431, hl=-57411431, H-1=-674('431, G-H=-232/782 WEBS CJ=QJ246, C.H=-739J456, 0-Hc-2241590, E-H=-9&'16G. E-G=-B2S133O NOTES (4-5) 1) Unbalanced roof live loads have been coosldered far this ~ . 2) 'Mnd; A5CE 7-98; OOmph; h=2Sft; TCDL=4.7psf; BCDL=3.Opsf; Category It; EJlp C; ern:tosed; MWFRS gable end zone and c-e ExIerIor{2) zone; canliJeyer len arn:I right exposed; end veJticalleft snd right exposed; Ltnlber DOLo:'.60 pale grip OOL=-l.60. This truss is designed for C-C for membeB and forces, and for MWFRS for readions specified. . 3) Provide medlanical connedion (by DIhers) or truss 10 bearinll plate capable of w1lhslandlng 2891b ~lftt at joln1 8 and 204 Ib upI1" al Join! G. 4) II lhenegallve reactions shown on the "Max UplrJr line of !he ~REACTIONS. secGooo1this c1rawing are for loaclCGSeS 2. 3. 4. S. 016 then !hey are lhe resull 01 IIrind Jo~ cases andlhe "Pruvide I1l8d1anIcaI CDfll'ledlon, ..Io~_. withstand XXX Ibuplitl. _~ noreinlhe "NOTE5~sectlon of this dmwingmay be disregarded ,\\,\111 II1111 whereat;heckoflhebuDlfingcoderooflle-dOWnsecliondOC'sllOlresullinltlerequirernen1ofrooflJes. "", L HE I"" 5) All IWOIllinuous Ialeral braces musl be re5UaV1ed 10 Jll"eYenllateral movement ollhe brace If all brBced members budde in lhe same direQlon. See BCSl-1 ~" ~ ~. IA(.s-. "" Building Component Safely lnformstigo and building designer requirements. .$' ~ ........'5.1"#:....... ~ ~ ~ ~ "fc,G Rs:,.... "Y. *:r LOAD eASElS) Standard .:- 0 .... ~ :0 ... "'t- ~ ~'J! \, ;. == ,No. ," :: i 00910419 ! :: ::. :. J = ~ ~\ STATE OF Ili g ~.~ t) .. ..' ~ ~ ~..!NDIA~~.'''''~ $" ~',,~~8ioNAL..~G ~"" ~~II' DEe 1 0 2004 12/20/2004 12: 59 FAX 13177383440 DA VlDSON 1ND -> !I I HOMES @007 Ml8UK4n 01 Trus, Type DUAl PITCH MI Burton A Bn~Rm.9'FF .6smnl;Pordl JOO T,",s Davld!.Nl lumber Co. FranklinlN46131 Job Reletence 0 \ionaI 6.0005 May 19 2004 MTelthd~tries. /(!C. Fri Dee 10 ;3:10:14 2004 Pege 1 -9-618 0.jj-8 7-8-3 7-8-3 14-8-0 6-11-" 18-11-10 4-3-9 23-6-11 4-7-1 Scale" 1:43 4xG MT20-::;' ;; T 6.00[12 3x6 MT20-;::' E o T T c T T T T ~AB J '" 4)1,4 MT20_ 5 R o p o N M l K 5118MT20:::: J 3x4MT20= I 4)(6 M120= 7-8-3 7-8-3 Plale Offsets X Y: 8:0.2.00-.0-2 F:Q-3-6 ()'2-o. l:G-4-0 0.3-4 14-ll-0 6-11-14 1- 23-ll-11 6-10.11 LOADING (PSt) TeLL 20.0 TeOl 8.0 Bell 10.0 BCOL 5.0 LUMBER TOP CHORD 2 X 4 gyp No.1 BOT CHORD :2 X 4 gyp No.1 WEBS 2 X 4 gyp No.2 o8lcepl" W4 :2 X 4 SYP No.3. W3 2 X 4 gyp No.3 OTHERS 2 X 4 SYP No.:l 'Excep'. 5T9 2 X 4 SYP NO.2 SPACING 2-0-0 Plales Increase 1.15 lumber Increase 1.15 Rep Slress Incr YES Code t8C2OCXVTP12002 C51 Te 0.74 Be 0.31 we 0.31 (Malrix) DEFl Ver1(lL) Verl(Tl) Horz(TL) In (lot) -0.11 l-J ..0.19 l-J 0.01 I Ifdell >999 >6:>1 nI. Ud '60 160 nI. PLATES GRIP MT20 244/190 Weight: 180 Ib BRACING TOP CHORD BOT CHORD I SITOCtIXaI wood shea1h1ng directly applitld or 6-O-lJ DC purlins. e~cepl end verticals. RIgid ceiling direclly applied or 10-0..0 oc: bracing. I I REAC1l0NS (Iblsize) 8:=391/13-4-0, 1=724JD..3-8, K=112113-4-O, M..73!13-4..(). N"'29O(13-4-Cl, 0-43113-4-0, P=35113-4-O, O"'31511J..4-D. R=.1811J...4..Q, 5=161/13-4-0 Max HOI'2.B=448(load case 1) Max UpliflB=-33{wad case 6),I=-135(load case 6), K~(load casti 6), M=-2{load case 6), N=.19O(Ioad case 5}, a=.l99(load case 51, R:..l9(load case 7), S:>-48(foad case 5} Max GravlF391(load case i), 1"'724(load CBSS 1), K"'112(load case 1), M:::73(load case 1); N=303(toad case 7),0=43(1000 case 1}. P=37(load case 8), Q=:315(loadcase 1), R=37(load case 5), St;162(load case 7) FORCES (Ib)- Maimum Compression/Maldmum Teosion T~ CHORD A..B=Dl12, B-C:..569/48. ~1193. o..E=--t61/108, E-F:=..566I196, F_G=-5961220. G-H=_3Ol3I133, H-I:.2fiQl130 ear CHORD 8-&<010, R-S=OIO. Q-R-;WO, P-Q=0I0. o-P=OJO, N-Q-oOlO. M-N=<JJO.l-M=OfO, K-L=-2OJ446. J.Jt=-2OJ448. h}=-60/515 WEBS F..J"'-371276, G.J:=..1291191, G-I"'-453I97, E.t-t=.2681260, c.o=-2591264 NOTES (7-6) 1) Unbalanced rool Uve loads have been considered lor Ihfs des1gn_ 2) Wind: ASCE 7.9B; OOmph; tF25ft; l"CDL=4.7psl; BCDL=3.()psf; Calegory II; Exp C; enclosed; MWFRS gable end zone and C-C ExIerfur(2J nlOe; cantilever 18ft and right exposed; end verUcalleft and right pposed: lumber OOL"'1.60 plate grip DOL"'1.60. This IJuSS is cte5igned for C-C formBll1ber.; and forces, and for MVVFRS for nuK.1lcns specified, 3) Truss designed forYAnd loads In lhe plane oIlhe IrUs6 only. For slUds exposed 1'D'Mnd(normaIlolt1e race), see BCSl1 and bUilding deslgnerrequiremenls. 4) AJI plales 8I'e 2J.l"l MT20 unless olherwise iO<icafed. 5) Gable sludS spaced at 1-4-(l DC. B) Provide mechanical connecticn(by olhen;) Dftruss 10 bearing plate eapabfe ofwilhstandlng 33lb upIJn aijoint B, 135 Ib uplift al JoIrr1l, 64lb uplift 81 JoIOI K. 21b upllftaljoirrt M. 190 Ib uplift atloinl N, 1991buplifl ;:,Ijoinl Q, 191buplilt atjoinl. R and 481b uptifI atjoinlS. 7) Illheneg<Jl1ve reactions &hown on lhe"MaJ. Uplin~ tine of the ~REACTlONS~ section 01 this drnwlng are rOl toad C8S8S 2,3, "I, 5, or 6 !hen they are the Tewll 01 wind load cases and llle ~Provide mecnanical cannectien, ,"Io~. . wi1h5tand XXX Ib uplift, ," note In the "NOTES~ sectiorl oIlh1s drawing may be disregarded where a check or !he building code roof lie-down section doeS naI resull in !he requlremenl of rool lies. 8) All continuous lateral braces musl be restrained 10 prevet1I: lateral movement at th& brace tf all braced members b\.K;kIll' in the same direction. See SCSI-' Building ComJl'lnenl Safety Informallon and bu~ding designer requirements. \\\\\""11111"1, ,,\,\ 'f\ L. HE:{/o."'" ",~ .......... .VU': "" ~'?:> /~6\STER.;;;.....~ ~ S.g .....((" () .... ~ ~ ... 01' \10" ... $l No. t.~ = i 60910419 I ~ :: \ III :: ~ \. STATEOF /i ~ , . - ~~"..ftvDIA1'I~..,;.~ .? " ~~ .............~v , {P""'" '/ON~ \\.\\"" _ "'!!JIll \ :.-7'.... . r DEe 1 0 2004 LOAD eASElS) Standard 12/20/2004 12:59 FAX 13177383440 DAVIDSON IND ~ M I HOMES 19J008, MIBUK471 Q M1"BurlanA BnsRm.9'FF,&mnl;Pordl Job Tn'" Davidson Lumber Co" Fran~lifllN 46131 Job Reference .tional 6.000~May 19 2004 MTek Industries, Inc. Fri Dee 10 lJ:l0:152004 Page 1 -9-6f 0-6-8 15-3-0 7-7-8 1~r8 0-6-8 Scale = 1:44. l T ~AB Z y X W V U T S R a P4xG MIZO II 4x6MT2011 15-3-0 15-3-0 LOADING (pst) SPACING 2-0-0 CSI DEFl In (lac) IJdell IJd PLATES GRIP TelL 20.0 Ptaleslncrease 1.15 TC 0.07 Vart{lL) -0.00 N nI' 120 MHO 244/190 leDl '.0 lumber Increase 1.15 BC 0.03 Vert(ll) -0.00 N nI, 90 BCll 10.0 Rep Slress lna NO WB 0.16 Ho~(Tl' 0.00 N nia nI. BCOL 5.0 Code IBCZOOOffPI2002 (Maw) Weight 1251b LUMBER TOP CHORD 2 X 4 SYP No.' BOT CHORD 2X4 SYPNo.l OTHERS 2 X 4 SYP No.3 "Excepf" 8162 X 4 SYP No.2, 515 2 X 4 syp NO.2, STS 2 X 4 SYP No.2 BRACfNG TOP CHORD SInJc;l\Kat wood sheillhing direclly applied or 6-0.0 DC pmins. BOT CHORD Rigid ceiling weeny applled or 10-0-0 00 bracing. WEDGE left: 2 X 4 Syp No 3, Righi: 2 .x 4 Syp No.3 REACTIONS (Ib/slze) B=89115-J..-O, N;;.B9I15-3-0, U:89115-J-0, V=112115-3-0, W"'115115-3-0, X=114/15-3-0. Y""118/15-3-0. Z""9JJl5-3-0. T;112/15-3-0, 5=115/15-3-0, R=.114/1S-3-o. Q=118/15-3-0. P=93115-3-0 Max Horz B"'-249(1oad ca5e J) Max UpllnB=-119(load case J). tF-65(load case 4), V--65(load C3Se 5). W=-99(load case 5). X=-a9(load case 5), Y"--95(load case 5),Z..--129{lood ~e 5). T;;..S8{IOad case 6}. 5=-101(load case 6), R=-89{load case 6), Q;;..94(load case 6), P=-l22(load case 6) Mall GravB=216(108d case 4), Ncl63(toad case 6). U><170(1oad casuS), V"-l15(load case 7}. W"'115(rood case 7), X=114(load alS& 1), Y=118{load case 7), Z=95(load case 7), T=115{load case 8), S=115(load case 8), R=114{loadcase 1), Q=118{1oad case 8). P=95{IOild case 8) FORCES (Ib). MaKlll1l.m COO1presslonIMBlUmum Tension . TOP CHORD A-B"-0I14, B-C=-300/155, c.o:..207/132. D-E=-1621124. E-F=-1001117, F-G=-47/145, G-H..--46flT.J, H-F-4fiI'17:3, I-J=-47/124; J-K=-47157. K-L=-91/63.l-M=-159n1, M-fF..258186. N-CPOI14 BOT CHORD Ei-Z=-4M02. Y-Z=-49/202, X-Y"'-il9I202. W-X=--49J202. V.Wc..491202, U-V=-49J202, T_U=-491202, S-T~91202, R-S"--491202. Q-R=-49l102. P..Q=-4912D2. N.p=-491202 WEBS H-U=-l71/O. G-V=-7517J, F-W=-751107, E-X=-75197, D-Y=-n/l04. c-Z=-611130. H=.75/66.J-S=-751109, K.R=-75,197, l..Q=-77/103. M.P=-611124 NOTES (8) 1) Unbalanood roollive loa~ haw been COfISidered for If1Is design. 2) Wind: NiCE 7.96; OOmph; h"'25ft; TCOle.4.7psf; BCOL=<3.Opst, Clllegory II; Exp C; enclosed; MWFRS gable end zone and C-C Exteriori2) l:one; cantJlevel' left and ngh1 exposed; endverticaJ lei!. and right exposed; lumber DOl"'l.60 pIatIl grfp 00l.=1.60_ This truss Is designed for C-C lor membe~ and forees, and for MWFRS for reactions specIfied. 3) Truss designed lor wind loads In Ihe plane aI'!he truss only. For shJds ell.posed lowind (normal 10 the face). see SCSI 1 and building designer requiremenl3. 4) All plates are 2)14 MT20 unless olheswise Indtcated. 5) Gable rgqufres continuous bottom chord bealing. 6) Gable studs spaced a11-4..{J (lC. 7) Provide rnechanicalconnection (by others) of truss to bearing plale capable afwilhstanding 1191b uplift <J1jolnt B, 651b upUfI at joint N, 651b uplift atjolnl V. 99 Ib uplift atjolnl W. 891b upiIlalJolnl X, 95lb uplln alJoinlY, 129lb uplift aljoinlZ. 58lbuplift a1./oinfT. 1011b uplift aljoint 5. 691b upDftatjoinlR. 941b uptift a1}oin10and1X1lbup1lftatjol~ P. B) lIthe negative reac6onsshown on the-MiDI Uplift" line ollhe "REACTIONS' secfionollhis drawinganl klr load cases 2. 3, 4,.s, or 6lhen they are the reson of wind load cases and !he "Provide mechaniGaI coonoctfon. :10._ . wflhstand XXX Ib UJl~ft. : nole in the .NOTES~ section IJ' Ihis drawing may be (fisrsgarded where a cnecfl. 01 the building code roofrJe-oownsection doesnof '8$Un in !he requirement of r:oof 6e5. lOAD CASE(S) Slaodard \\\\1\\"''''''', ........,,'\\(\ L. HEJ~~/'"", _';R ......-......... v.s>~~; '" r_V ." ISTE '" , $ O.J .~."."~G ITs-. ...... '"'Y. ~ $'"";)./q-< <') \'-1-- ~ = ! No. \-: ~ l 60910419 ) ~ ;~\ STATEOF ,li g .,~ t)".. /':- ~ ~......JIVDIA~t-.....~ ~ ~"'~~SIONAL..~G ........" 7~"\' DEe 1 0 2004 12/20/2004 13:00 FAX 13177383440 Truss Type DAVIDSON IND Job MIBUK471 Davidson lumbur Co., Franklin IN46131 rM' R t1>18 0-6-B GIRDER 3-11"1 3-11.4 7-7-8 3-8A 5)1.6 MT20 II o Oty 11-3-12 3-8-4 -> M I HOMES I4i 009. p~ MI Burton A BnsRm.9'FF,&mnt;porch I , I Fri Dee 10 13:10:16 2004 P'<Jge 1 2 Job Refllfence Ilona 6.0005 May 19 2004 MTek In!1\.l$tries, 1m:. '5-3-0 3-11"1 'r~B 0-l;-8 Scale = 1:44. 6)1.7 MT20// Plate Ofh;els X Y: B:D-2.2,O-2"() F:O.2-2 G-2. LOADING (PSt) TelL 20.0 reDl B.O BeLL 7_0 BCDl 5.0 SPACING 2..Q.O Plates Increas~ 1.15 Lumber Increase 1.15 Rep Slre!>$ Incr NO Code IBC2000/TPl2002 LUMBER TOP CHORD 2 X 4 gyp NO.1 BOT CHORD 2 X 6 gyp No.1 WEBS 2 X 4 SYP NO.3 'uceJJ" W2 2 X 4 Syp No.2, W2 2 X4 SYPNo.2 WEDGE Left 2X 6 SYP No_', Right 2)( 6 Syp NO.1 2x4 MI20 \\ 12.00f1f I 31110MT20 II 5-2-0 5-2-0 C51 Te 0.32 Be 0.66 we O.Ja (Mattix) w '0-1-0 4-1'-0 DEFI. Ver1(LL) Vert(Tl) Hou(TI) H 3xl0MT2D II in IJoc) -0.08 F.H -0.13 f:'-H 0.02 F 15-3-0 5-2-0 ---1 Vden >999 >999 oJ. Ud '60 '60 nt. PLATES GRIP MTZO 244/190 Weit,ht 2161b BRACING TOP CHORD StruClural wood sheathing directly applied Of 5-7-3 oc purflllS_ BOT CHORD Rigid ceiling olfedlyspplled or 10-().ij cc bracing. REACTIONS (Ib/slze) B=-5567fO.3--B. f:55G7/1)..3-6 Max Horz B=247(load case 3) MaK UpllflB:..1fl31(load case 4), F=.1831(load case 5) FORCES (Ib). Maximum Compression/Maximum TensjOll TOP CIiQRD A-8:0I1S, B-C:..54B3I1B13, C-0=-S326I1an. D-E=-5326118n, E-F",.&m3f1B13, F.G-=W18 BOT CHORD 8-1=-126313707, H.I=-837f2584 F-H:..117S13707 WEBS C-I=-1251168. 0_1=.139>4/3792. D-H=-139513792, E.H=-125116B NOTES (7-8) 1) 2.pty lI\.&S 10 be connected together wilh 0.131')13" Nails as ro/lgw.;:: Topehords wnneded as (oIlows: 2 X4-1 rOW' at o-9-0oc. Boltomthords connected as fclcws: 2 X 6. 2 raws at 0-7-0 DC. Webs connected as foDows: 2 X 4 - 1 row at o-9-t) ce, 2) All klads are consIdered equally applied to iM1 plies. exCl!Jll if noled as front (F) or back (8) face in the lOAD CASE(S) section. Ply 10 Jlfy ronnedions have been provilfed 10 orsbibule only loads ncled as (F) Of (B), un/eSS olhef'Wise Indicaled 3) UnbalanCed rocf live loads. ha~e been considered fer this design. 4) Wind: ASCE 7.98; OOmph; h=25ft; TCDl=4.7psl; BCDl=3.0psr; Category II; E.xp C; enclosed; MWFRS gable end U!ne; cantilever leIl and righl ellposed; end \>erticslleft aoo righl exposed; lunber DOl=1.60 plate lJI1:l DOl=1.60, _ \\\'111 II IIII11 5)~ovlde~cal connectioo(b)' others) of Iruss10 bearlngplalecapab!eofWllhstandlng 1831 lbupliftatjolnlBand 1831 lbupJifl atjolntF. \,-,~\.1. \... HE/A:"', 6) Gifdercames lfe..inspan(sl: 35-3-0 from o-lWto 15-~ "" ~'{' ............ ~V& "~ 7) If lI1enegalive reactions shown on the"MiP. Uplift"' !neof!he ~REACTIONS~ secDon of Ujs drawing aTe for load cases 2. 3,4. 5. or 6 th8l11hey are the resull of ~'9:J~ ....&\5T ER...... ~ .". wind load cases and the "Provtde med1anical oonnection , _"10", _ wlthsland XXX Ib uplift _ .~ no!e In !he "NOTES" sect;i1:Jn of ttis (bwing may be disregamed SO..... ~ ~O'.... ~ ~ where a dledI of \he building code rool tie-OOwri seclion does nOl result In lhe reqWemenI of roof" ties. .:- l ~ ....:..z., ~ 8) All continuous lateral b1aoes musl be restrained 10 prevent Ialeral movement of lhebraoo if all braced members buckle in the same direction. See SCSI-1 :"") {No ';. ~ ~~;;;;;;Z::::I:~=:5...;-~wem.m' \)\ ;:~::: ofl) J Unifo/TTlloads (plf) "'..."t2 '. ".'':- Vert 8.F=,-683{F=-OS9). A-O:-56. 0-G:=-56 ~ ~"...!.tyDl A~.~''':-~ .$' ,~ <".5'8 ........... ~~, (J ";'" IONI>' """, r-?" ,II", DEe 1 0 2004 121-20/2004 13:00 FAX 13177383440 DAVIDSON IND ~ M I HmlES [@010 Job Trus; TNsslype Ply MI Bur1cnA BnsRm,9"FF.Bsmnl;Porch MIBUK471 w MONO 3 Job Reference lional 6,000 & Moly 19 2004 MlTlIk Industries. Int. F"ri Oec.l0 13:10;18 2004 Page 1 Davidson lumbl3r Co., FJ21lldin IN 46131 1.0.6-81 0-6-8 7-0-9 7-0-9 10~2-11 3-2-2 Scale = 1:21.3 5x6 MT20~ c , 6.00 [i2 j ~ 316 MT20~ F 3x4 MT20= 2x4 W20 II 7-0-9 7-0--9 10-211 3-2-2 Plale Oftsels X Y: 8:0-2.100-'-8 C:D-3.11 0-2-8 lOADING (J)sr) Tell 20_0 TCDl 8.0 BeLL 10.0 BCDL 5.0 LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP ND.' WEBS 2 X -4 SYP No.3 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Slu~ss In~ YES Code 18C20001TP12002 CSI Te 0.35 Be 0.30 we 0.15 (MaTrbt) DEfL Ver1(ll) Ver1(TL) Horz(Tl) in (kX) -o,[)8 B-F -0.14 8-F 0.00 E IIden >999 >882 nJa U. '60 160 nJ. PLATES GRIP MT2Q 2441190 Weighl:45Jb BRACING TOP CHORD BOT CHORD . I Structural wood sheathing direedy appliOO or 6-0-0 DC purllns, hC6pt end verfu:als. Rigid ceiling directly applied or 6--0-0 DC brOJcing. I REACllONS (lb/slze) 8=1I671O-3-8, E:::42610-J.a Mall Horz B"'150(!oad case 4) Mal( UpUftB=-145(load case 5), E-.95(load case 5) FORCES lIb) - MaUnvm Compressionl'MaxJmum Tension TOP CHO~D A-B"0I12, B-C=-48512D6, C-D"-4321252, C.E;=--432J224 BOT CHORD B-F=-139lJG1, E-F=-56f70 WEBS C.F;=0I92.0-F=-236/1I36 NOTES (4-5) 1) Unbalanoed roof live loads have been consiaerecl ror Ihls desIgn. 2) Wind: ASeE 7-98; OOmph; tF25R: TCOl=4.1psf; BCDL=3.OpsI; Category II; Exp C; endOSed; MVVFRS 93b1e end zone and c.C Ex1erior(2) zone; canlilevet Jell: andrfph1 exposed: end vertIcaIlefl anl!righl~posed; lumber 001.:::1_60 p1ale grip OOL"'-l.60. This buSS is designed rorC.c1tlr members and fcrees, and for MWFRS for reacllons speclfied 3) Provide mechanir.al connection (by Olhers) of truss 10 bearing plate capable oT wilhstMding lll5lb uplift aljoinl B and 951b upfffl al joi'nf E. 4) IT the negalive ruactions shown on \he -Max Up/lit" line of lt1e "REACTIONS. section of !his drawing are for load cases 2, J. 4, 6, or 6 Ihen !hey are Ihe I"eSUI 01 wind load cases and tile "Provide mecf'l<D1jcal connection. .. 10.. . YoiChsland XXX Ib uplift . .. noLe in the "NOTES- secUon of this drawing may be disregarcled where B chedl of 1he building code ,oof Iie.down section does not resuJ1 in the requirement of roof ties. 5) All continuous Ialeral braces musl be restrained to preveollalerallTlOVefTlefll of Ihtt brace rr an braced members buc:kJe in !he same direction. See BCS~ 1 Building Cornponen\ Safely Inrormation Blld buirdlng designer requirements. LOADCASE(SI S~~ \\\,UI1l11I"" ,,\ L H" III ", ~ . C:/IV, II~I _~'I.<;> .....n...."~/, ......:()>.. ", U". __, S" '" ...~.r:,\STER;;> ~ ';. ::; O/<C;v <:>....."t, ~ ~':Jl ... ~ : : No_ \ = ~ \ 60910419 III ~ ~ '-. STATE OF / :: ~.. ,," ~ J4"/:YDIA~.~'.-;"~ ~ ~"~&S/ciNAi:. ~v . , /J-;; 7'~" DEe 1 0 200~ 12120/2004 13:00 FAX 13177383440 DAVIDSON IND ~ II I HOliES 141011 x GABLE J\r1I Bur10n A BnsRm,9'F ,Bsmfll; orch Job M1BUK47t TNSS lrussType Davidson lumber Co~ Franklin IN 45131 JcbReference lional 6.0005 May 19 2004 MTek Indusllie5. Inc. Fri Dee 10 13:10:18 2004 Page 1 1-0-6-61 0-6-B 7-0-9 7-0-9 10-2-11 3-2-2 Scale: 1:21.3 4x4 MT20~ G B.OO lR F H ~ W1 T4 T c W2 ~ 3M4 MT20 = LOADING (psI') TelL 20.0 TeDL 6.0 Bell 10_0 aeDl 5_0 SPACING 240 Plates Inaease 1.15 Lumberlncrea.se 1.15 Rep Stress Incr NO Code IBC2000fTP12002 10-2-11 10-2-11 -J---- C51 DEFL Te 0.03 Ver1(LL) Be 0.02 Ver\(Tl) we 0.03 Horz(Tl) (Matrix) BRACING TOP CHORD B01 CHORD ;n 0.00 0.00 000 (Ioc) "dell lJd A nIr 120 A nlr 90 K nla nla PLATES MT20 GRlP 244/190 weight: 56 Ib LUMBER TQPCHORD 2X4SypNo.l BOT CHORD 2 X 4 SYP No.1 WEBS 2 X 4 SYP NO.3 OTHERS 2 X 4 SYP NO.3 5lructural WOCKJ sheathing direc1ly applied or 6-0-0 oc purlins, excepl end vemcols. Rigid ceiling diTecUy applied or 10-O-Ooc bracing. ' REAC110NS (Ib/slze) K"'23Jlo-Z-11, 8=92110-2-11. R..136110-2.11. a~109l10-2-11, P=::115/10.1-11, CP121fl0-2-11, M..114(10-2.tl, l""78110-2.11, N=109f1{)...2-11 MIDI. Hou B=15O(road case 4) M8)1 UpliftK=-21(load casu 4), B=-Z2(loacl case 3), R;-55(load case 5), Qc=-48t\oad case 5), P...50(Ioad case 6), Q::-48(load case 5), M"'-46{laad (;;J$e G). l"".Bl(load case 6). N=-19(load case 4) Max Gr;wK..23{Joad case 1), B=92(load case 1), R=-l36(load case 7). Q::l09(load c:ase 1), P=-115(load case 1). O=123{loadcase 7), M=117(load case 8), L=-83{load case 8), N"'109(load cas.e 1) FORCES (Ib). Malclmum CompresslonfMaxlmum Tension TOP CHORD A-B=OI12, B-C=-127128, C-D=-100/46. D-E=-7B163, E-F=-57/81, F_G==-311101, G.H=.241113, H-1=-25178, ....J=-12141, ,J..K=-15126 BOT CHORD B-R:-22132, Q-R"'-22I32, P..Q=--22/32. Q.P=-22131. N-0=.22J32. M.N=-2;vJ3.l-M=-2'3f'33. K.l....Z3133 WEBS CR=-861104, 0-0=-72190, E.P=.7419S, F..Q=..83190, H.M=-75156. t.l=-54J{jl, G_N=_70128 NOTES (8:-9) 1) Unbalanced roof liVe loads have been Ctlfl$ldel'ed for lhis design.. 2) \'VIhd; ASCE 7.96; OOmph; h=251l; TCOl=4.1ps1; aCOL=3.Opsf; Calegory 11; Exp C; endosetl; MWFRS gable end zone and C-C E1:IeriOf(l);rono; cantilever left and righl exposed; end vertlca left and nghl exposed; Lumber DOL..l.60 pale grip DOL=l.60. This truss i5 designed for C-C for membeIs and forces, and klr MVVFRS for reactions specified. 3) Truss designed lor wind toads n the plane of the rrus.s only. For studs e)lposed 10 wind (normal 10 lhe lace), see 8CSl1 Md building designer IllQl.Mernenls. 4) An plales are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bClttom chord bearing. S) Gebl'e 5Mb spaced al1-4-0 oc. 7) Provide memanical ~on(byothef!O) of truss 10 bearing plaIe capable oJwilhslilnding 211b uprd\ atJoint K, 22 Ibuplift alJobll B, 551b uplift atjotnl R, 48 Ib uplift aljoirlt 0,50 Ib uplift aljolnl P, 481b UPlftaljoinl O,461b upIi1laljoint M. 821b ~~" aljoinl L and 191b uplift a1joinl N. \\\\U1I1I1""1 B) If the negative reacliorL'> shown on the -M8K Upl'ilt-Iine of !he "REACTIONS" section of this drawing are for load cases 2, J, 4, 5. 01' 6 then they are the result of ....,\\\~ L. H E/~ :"" wind k7ad cases and !he -Provide mechanical connection. _~ to".. withslandXXXIb upI1R. ." nole in the -NOTES"' section of this dr<Jwing may be disregarded ....,... ~ .."....' r.s: '" where a cheek of the building rode roof Ile-down section does not ,esun in the requirement or roof lies. ~.... R) .....G\S T eli..... ~ "'... 9) All W1l.inuOUS Ialerat braces must be restrained to prevenllaleral movement ollhe brace If all braced memberS twckJe in UJe same direction. See BCSI- 1 S' 0 .....~~ (C"O'... ~ ~ BuIlding: Component Safely Inlormali~ and building designer rnquitemenls. ~ "::i / ... ~ ~ _ : No. \ ';: 60910419 i = '\~\ STATE OF III J ~,~Q .'. .....:- -:;. ~"-(~DIA\'l!:...';"~ ,. ;;'~NAL'~v y/~'" , IE 1 0 2DU4 LOAD CASEIS) Slandard 12/20/2004 13:00 FAX 13177383440 DAVIDSON IND Ml 8I..w1on A BnsRm,9'FF,lhmnl;Pon:h ~ M I HOMES ~012 Job Truss TrvssType Job Reference lional 6.oooS May,g 2004 MiTelI lnOuslries, lnc_ Fri Dee 10 13;10:142004 Page 1 M18UKA71 KK MONO Davidson lumber Co., Franklin IN 46131 1-0-6-8 I 0-6-8 5-11-8 5-1'-8 6.00 [i2 ~ 81 3.1:4 MT2D= 5-11-8 5-11-6 LOADING (psl) TelL 20.0 TeDl B.O BeLL 10.0 BCDL 5.0 LUMBER TQPCJ-IORD 2X4SYPNo.l BOT CHORD 2 X -4 SYP No.1 WEBS 2 X -4 SYP No.3 SPACING 2.0-01]51 P1ales Increase 1.15 Te 0.40 lumber Increase 1.15 Be 0.24 Rep Slress lncr YES . WB 0.00 Code 18C20001TPI2002 (Matrix) DEfL Vef'\{ll) VElr1(TL) Horz(ll) in flOC) 0.14 &-0 0.12 B-D 0.00 rideR >0474 '563 nla Lid 360 180 nJ. BRACING TOP CHORD BOrCHQRD 210:4 MI20 II Scale"'U8.2 c W1 'f ':' ~ 1~8 X 3-08 POCKET D b4 MHO II PLATES GRlP MT20 244/190 Welghl: 24lb structural wood sheathing direc1Jy applied or5-11.e oc puf1ins. IDicepl ~d vOOicals, Rigid ceiling direc1Jy applied or 10.0..0 oc brat"ing. REACTIONS (lb/Slze) &=28510-3--8.D"'241/().-1.8 Mall HorzS:=133(load case 5) Mall UplinB=_139{load case 5), D=-172(load case 5) FORCES (IP) - Maximum CompressionlMaximum Tension TOP CHORD A-B"'0I4, B-C=-140160, C-O=-156f24.ol BOT CHORD 6-D=OIO NOTES (S) 1) Wind: ASCE 7-9B; OOmph: h"'25ft; TCDL=4.7psf: BCDl.=3.Opsf; Calegory 11; ElIp C; enclosed; MWFRS gable end zone and C-C Exlerior(2) zone; cantilever 'te1t arnJtJghl exposed; end vertical left ellposed; porch left and ngft! ell.pOSed; lurrberDOl=1.60 prate grip DOl=1.GO. This truss is designed forC-C for members and forces, and for MWFRS for reactiorJ5, spedlMd. 2) BearIng atj~s) 0 conslde~ paraJ1el to grain value using ANSlrrP11.1995 angle 10 grain formUla. Buifdng desfgrier should verif)l (;apadty at bearing surface. 3) Provide mechanical connettkln (by oth~) oftru5s 10 bearing plate allolnlis) D, 4) Provide mechanical conneaion (by others) of truss 10 bealing pIale capable ofMthstandlng 1391b uplift atJoini B and 17Zb uplift atjoinl D_ 5) Iflhe negatiI/V reBdlonsshoml on \he '"Max Upflf\" Une ollhe "REACTIONS. se&tion of this draWIng we rorlaad cases 2. 3, 4.5. or 6 Ulen they are Ole resull of wlnd road cases and lhe"PrOllide mechaniWll cor-nectIon. .- to-" will1Stand XXX Ib \4Ililt. ," note In h -NOTES- sec1lon c:rflhis drawing may be disJeganJvd """ere a check of the bui\drJg code root Ue-down SecflOll does rM resull in \he requirernenl of roof lies. LOAD eASE(S) Slomdard \\\\\\1111''''1/, """ ~ L. HE,,.:',,,, .,' ,R ............' v."'1,."" "r_V .... ISTE ..... ...: , ~ :"J.....t'iG I/~"" -:,. ~O.:"~V "()....~~ g~! \~-;. _ : No, \... :: i 60910419 \ :: = ~ f = ~~\ STATEOF III ! ~_t)".. .... ~ ~,,~!.~~!~~~~ \of . "'" 'tONAL 'Co' ~......"", , III y~III1\< DEe 1 0 2004 ~ M I HOMES ~013 Job mBUK471 Truss TrussT~e DAVIDSON IND "11 BurlonA ens m.9'FF.Bsmn~POl'ch 12/20/2004 13:01 FAX 13177383440 II GABlE Davidson Lumber Co_, Franklin IN 46131 I-O~-81_ 0-6-8 6_00 f1f Job Reference liona) ; 6.000 s MBy19 2004 MTek ~dlJSlrie$, Inc. FIi Dee 10 13:10:14 2~04 Page 1 5-11-8 5-11-8 Scate= 1:18. 2x4 MT10 II F 2x4 MT20 It E o W1 c 513 ~ Jx4 MT20 = b4 MHO II LOADING (psf) Tell 20.0 TCDl 8,0 BelL 10.0 BCDL 5,0 5PACING 2-0-0 Plales Increase 1.15 lumber Increase 1.15 Rep S1ress Incr NO Code IBC2000fTP12002 CSI lC 0.15 Be 0.02 we 0.04 1M"",,,)' LUMBER TOP CHORD 2 X4 SYP No.1 BOT CHORD 2 X 4 SYP No.1 WEBS 2 X 4 gyp No.3 OTHERS 2)( -4 SYP No.3 ST2 B1 2_4 MT20 fl 5-11-8. 5-11-8 2K4 M120 II b4 MT20 JJ Offl Vert(Ll) Vert(TL) HOI2(TL) ill (toe) IIden 0.00 A nJr 0.00 A nJr 0.00 G nfa lid 120 90 nla PLATES GRIP MT20 2441190 Weight 31lb BRACING TOP CHORD StructlJaI wood shealhing directly applied ()I" 5-11-6 oc: purlins, eleepl end \lertic.alS. BOT CHORD Rigid ceiling directly applied or l{)..O-O oc bracing. REACTIONS (Iblslze) G=-40/S-1Hl. B::10515-11-a,H"'1~5-11-8,I"'981s..11-8, J::165/5-11-8 Max H0I'l8::133(toad case 4) Max UpliI'tG=-21(1oad case 4), B::...11(loalt case 3), *-50(load case 5), 1=43(load case 5). J::-77(load case 5) FORCES (Ib). Maximum Compression/MaJ;irm.mTeosfon TOP CHORD A-B::(),'4. e.-C=.151131, C-O"'-7fJ19, D-E~59/28, E-F=-39J55, F-G;;;.26124 BOT CHORD B-J::.261GG.1-J-2&166, H-I=-26166, G.H"'.26166 WEBS E.H=-781118, 0.1=-66196, C.J:.-104/177 NOTES I') 1) Wind: ASCE 7..98; OOmph; tF25ft; TCOL=-4.7psl; BCDl"'3.0p5f; CalegOl)lIl; EllP C; enclosed; MWFRS gable end zone- <lI1d C-C Ex1erior(2) zone: tartllJev8f left Slld righl exposed; end ver1icalleft and righlexposed; lumbet" DOL::1.60 plate gripDOl=1.60. This lrUssis designed lorC-C fof'membEn and fon;e$. and for MWFRS for reactions spod6ed. 2) Truss designed lor wind loadS in the plane of the!rUss only. For studs exposed 10 wind (nonmd 10 the face), 5e& Best 1 and building designer reqlJjremenls. 3) Gable requires tontInuous bouom choI'd bearing. 4) Gable studs spaced at 140 DC. 5) Provide mecharical connecl'Ion(by others) of truss tobear'inQ plate capable of withstandIng 211b upIl" aljoinl G, 111b uplift aljolnt 8, 50 Ib upfil't atjoinl H, 43 Ib uplift allofnll end TTIb upfJftafjoinl J, 6) If the negat!ve re<K;tionsshawfJ on the "Max Uplift-line of the ""REACTIONS"" sedlon QI this drS'Aing are for load cases 2. J, 4, 5, or 6 theri dley are the resunor wind load cases and the "ProVIde mechanical all'IIleClion..w 10W_. wilhsland XXX Ib uplift _.~ now Inthe"NOTES. sediooollhis drawing maybe Qisregarded where a chedtof lhe'bulldlngcode roof lIe--down s8Ction ~ no1 resullin the requfremenl of ruaf lies. LOAD C,4.~S) Slandard \\\,,"111111111 ,..",... y... l, HEI,J1':'t", _,.... t!.iif? .".........' If.n " " .v .,' oT~ .... "A ~ ~ 9,:) ...~~c;\;;J c:.Fi~'.."4? '-:, ~ 0 ....<(-v ''0 .... "l': ~ ~""I \~ ~ :: ! No. \::. = ; 60910419 I = \~\. STATEOF ..~j J ~ t:l~,., I ...... -:. ....J\lDIA~p...... ~ ~ ~, \9n ..............~(3 ,,~ '1" u'/ONAL 'C-Y \", . ~.~ "" . ~ "flll r . . DEe 1 0 2004 12/20/2004 13:01 FAX 13177383440 DAVIDSON IND ~ M I HOMES @014 Job h.1IBUK471 lruss Truss Type MI BlJrton A BosRm,9'FF,Bamnl;Porch LL1 GABLE -0-6-8 0-6-8 3-7-8 3-7-8 Job ReFerence 0 . onal 6.000 s May 19 2004 MTeIIlnduslries.lnc. Fri Dee 10 13:10:15 2004 Page 1 2x4 MT20 II I Davi!1Son lumber Co., Franklin 1N46131 o 2J<4MT2011 Scale c 1:10. 6.00 fi2 C w, ST1 B ~ B' LOADING (psI) Tell 20.0 TeOl 80 BelL 10,0 BeOl 5.0 SPACING 2-()..Q Plales Increase 1.15 lumber Increase 1.15 RepStresslncr NO Code IBC200QfTP12Ol)2 C5I Te 0.06 Be 0.03 we 0.05 (Malrix) 3-7-6 7..4 MT10 II 71:4 MT?fll 3-7-6 DEFL In (Ioe) ,de' U. PLATES GRIP Vert(LL) 0.00 A M 120 Mr20 2441'90 Ver1(Tl) 0.00 A nJ, 90 Horz(ll) 0.00 E nla nla Weight: 17 Ib ~x" MT'n~ LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2X4SVPNo.l WEBS 2X4SVPNo,3 OTHERS 2 X" SYP No.3 BRACING TOP CHORD 5rructural wood 5healhing diredly applied Of 3-7-8 DC pw1Ins, ellcepl end verticals. BOl CHORD RIgid ceiling direcUy applied or 10-0-0 oc bracing. R~cnONS (Ib/size) E;;;;19/5-7-B, 8=116/3-7-8, F=195fJ.7.B Max Horz 8"'84(load case 4) Max Up!iItE"'-11(load cas.e 4), B;..34(load case 5), F=-86(load case 5) FORCES (Ib)- MlIlllmum Compression/Maximum Tension TOP CHORD A-B=0I4, 8-C=-76136, C-[);:..25fJ8, D-E=-13/12 BOT CHORD B-F=-16141, E.F:..16141 WEBS C-F=-1241204 NOTES (6) 1) Wind: ASCE 7-98; OOmph; h-251l; TCDL=4.7p::rl; BCDL=3.Opst, Calegol'y II; E.Jlp C; enclosed; MWfRS gable end ZOIllJ and C-C E:tlerior(2) zone: caofi1ever- left and ngtll ellp05ed; end "ertk:al1e1I. and righluposed; lumber DOl=1.60 p1ale grip DOl=1.60. TNs lru5S Is deSi9f"IeCI for C-C for members ood fortle5, and for foJIWFRS for readions &peCI6ed. 2) Truss designecl for wind loads in !he plane orlhe trws only. For studs ~ed to wind (normal 10 1118 lace), see SCSI 1 and building cIoslgner requiremenls. 3) Gable requires continuous boUum chord bearing. 4) Gable s1l1dsspaced aI 1-4-0oc.. 5) Provide mBdlaricaI comectionlbyothers) oflruss 10 bearing plalecapable 01 wilh:slancllng I1lb uplift aljoln! E, 341b upUft a1joint B and 861bupift atjolnl F. 6) It the negative reactions shawn on the ~MZ1 Uplift" line oJIhe-REACTIONS" section of this drawing are fcrload cases 2, 3, 4, 6. cr6then they are lheresuh 0' wind loath:ases and It1e "Prnvldamec:hanJcal CXlM8Ction. .-10 -.. wilhstand XXX Ibuplifl. .- FU)le In the "NOTES" section oflhis o-awing may bed'lSfegarded . where a check of Ule buDding code roof Iie-down sec::tion does not result in the requirement of roof ties. lOAD eASElS} Standard \\,'111111''''''/ ,,\\\\ 'r\ L. H 1:1. fl",,- ,;,' S:,'? ................../'v.s> '" g oc" /~G\S T C-9;:.'. ~ ~ .:- ""j ./ ~ ,()....""P- ~ ~ / No \""Z- ~ -. . .- ~ ! 60910419 ) ~ %~\ STATEOF ~! g -:.C1..... ..' ~ -:::,~~;::/~pIAN~,...... l. ~'",;~'/O^i;:c. """... 9!>'" 11\\\< DEe 1 0 2004 12/20/2004 13:01 FAX 13177383440 DAVIDSON 1ND ~ !I I HO!IES 141 015 ~"UI"''''U- Job Truss 'Type Oty "" MI Burton A BnsRm.9'FF,Bsmnl;Port:h l\NBUK471 VAllEY Job RererenC1l Ilonal 6.000 s May 19 2004 MTe" Induslrles, Inc. Fri Dee 10 13:10:16 2004 Page 1 DavidsOlllumber Co., Franklin IN 46131 B 0-11-8 0-11-8 r 1-11-0 0-11-8 Scale.: 1;5. 2.K4MT20-'l 1-11-0 1-11-0 b4MT20'\'- Plale Offsels X Y: 6:0.3-0 Ed LOADING (PSf) TelL 20.0 TeOl 8.0 Bell 10.0 BCOL 5.0 LUMBER TOP CHORD 2 X -4 SYP No.1 BOT CHORD 2 X./I SVP NO.1 SPACING 2-0-0 Plateslncress8 1.15 Lumber Increase 1.15 Rep Stress Irn;r YES Code IBC200QfTPI2002 C51 TC 0.00 Be 0.01 WB 0.00 (Malri:x.) DEfl Ver1(Ll) VertITL) Hon(Tl) in (IOC) VIleJl nJa nla nla nle 0.00 C ria Ud 999 999 nI. PLATES GRIP MHO 244/190 Weight61b BRACING TOP CHORD BOT CHORD StnJchral woodshealhing directly applied' 0l1-11-O DC purtins. Rigid ceiling direclly applied or lQ-Q..O OC bracing, REACTIONS (lblslze) A:3411-11.0. C=3411-11-0 Mw; HorzA""--19(load case 3) Max UplfftA:.9(1oad case 6), C::-9(load case 5) FORCES (Ib). Maximum ComFesslonlMaxlmum Tension TOPCHORD A-B--21112,6-C::..21112 BOT CHOfI.D A-C::..fi}13 NOTES (5) 1) Unbalanced roof live loads haw been considered foe this design. 2) Wind: ASCE 7.9B; OOmph: 1F25lt TCDL=4.7psf; BCDL=3.0psf; Category II; Exp C; enclosed; MVVFRS gable eM zone and C-C Ez1arior(2Izone: cantiJever left and tighllBJ;posed; eOO verUcaf left and righl aposed; lumber DOl=UIO plate grip DOl=1.60, This truss 15 l1esigned for C..c for memben> anlI 'arew, and for MWFRS lor l1!actfons specified. J) Gable requites continuous bonom dlord bearing. 4) PnwUjemec:hEJrjca1 connection (by others) of lrU$S 10 bearing plate capable ofwithslancling 91b uplift aljoin\A and 9lb uplift atjoiot C. 5) If the negalive reactions shown on Ihe "Max Uplilr irJe of rhe "REACTIONS" sectjOJ) cd' IhIs ttCMing are lot load cases 2, 3. 4, 5, Of 6 then lhey are the resU1 01 wind toad cases and Ihe~Provide mechanical connection.." ro", . wi1hstBndXXX Ibupllft.: no,e In !he "NOTES. section oIfh1s drnwing maybe lliSJegarded where B wed< of !he building coda roof ne-down section does flot resuIl In !he requiremenl or roof ties. LOAD CASE(S) Slandard \\\"ll1Itll"'11 ",\\\~\A. L. HE: 'I'~~~ ,;' 0 _...............'~" --, ~o'<>._...~GISTe.9,-..,."~ 'I;. ~ "'S .... ~ (('0.'. -a ~ ~ I \~-::;. :: i No. \... :: g i 60910419 ! ~ \~ \ STATE OF ~/ J ~~../A' ....:: ~ ....:.~DIAN~...... ,~ '" 1. ....un.... r!1 ,<> y>~ ~;":";'~ LOADING (psI) TClL .20.0 TCOl 8.0 Bell. 10,0 . BCDL 5,0 LUMBER TOP CHORD 2 x.q SYP No.1 BOT CHORD 2 X 4 SYP No.1 OTHERS 2 X.q SYP No.3 ~ II I HOliES @016 MI Burton A BnsRm,9'FF ,Bsmn1;Porch Job Reference lional 6.000 s May 19 2004 MTek lrnhJslIies,lnc. Fri Dee 10 13:10:17 2004 Page 1 3-11-0 1-11-8 Scale = 1:9.4 ?dJ4T?n /~ ?J.lI'\hanll 7_4 M~-----j 3-11-0 DEFl In (lac) IIdefl Ud PLATES GRIP Vel'1(LL) "', "', 999 MT20 244/190 Ver1(TL) "', "'a 999 Hcn(TL) 0.00 C "', "', SPACING 2.0-0 Pla1es Increase 1.15 Lumberll1crea5e 1.15 Rap Sh'ess Iocr YES Code IBC200O/TPI2002 csr TC 0.03 BC 0.02 WB 0.01 (Malrix) Weight: 151b BRACING TOP CHORO 8'OT CHORD Slruclural wood shealhing direcUy applied or 3-11+0 oc put1ins. Rigid calUng directly applied or 10-0-0 DC bracing. REACTIONS lib/size) A=8113-11.o. C:;:8013.11-0. D=115/3.-11..(1 Ma'l HorzA"'50(load case 4) Mall UpllnA=-29(load case 6). C"'.29(load case 6),0=-7(1000 case 5) FORCES (Ib) - MaUnum Compres:sionIMaximlRTl Tension TOP CHORD A.B"'.50134. B-C=-50/29 BOT CHORD A.Q=:.14/29, C-D=-14J29 WEBS 8-0=-55/24 NOTES (5) 1) Unbalanl;8d rOQf Ilwloadli have been ctlnsil1ered for this design. 2) Wind: ASCE 7-98; OOmph; h:25ft; TCOl=4_7ps1; BCDL:3.OpsI; Category 11; EJl;p C: enclosed; MWFFl:S gable end zone and C-C ExteriOl(2) zone: c.anIiIever lel'l and right8:l(posed; end vorncaltefland right exposed; lumber OQl=1.60 plate grip 00l"'1.60. This IrUSS is designed for c.C forrnembers and forces. and for MWFRS ror reactions specified. 3) Gable requires continuous boUom chord bearing. 4) Provide mechsTJicaI connadSoo(by olheJs) of truss lobeariog platec.;:pble ofwilhsla7King 291b uplift atjolrll A, 291b uplifl aljgintC and 71b uptift a1joinl O. 5) Irlhe negaUve reactionS shown on !he -,Mall UpIifr fine or the MREACTIONS" section otlhisdraWing 36efOl")oad cases 2. 3. 4. 5. or 5lhen they are Itle resuh of wind load cases and the MProvide mechanical connection. .- to R. . withs:I9/'ld:XXX Ib uplift.. .R note in the MNOTES. section ollhis drawing may be disregarded where a check or lhe building code ruollJe-down sectIoo does no1 result In Ihe requkemeot of roof ties. lOAD CASElS) Slandard \\\\\"1111""11 ","'<?y> l. He/"I'II "r:,,~ ............ '1i~ I, ~O ......~G\STEfY....... ~~ .E""" / ~ ~a....._y ~ S ! No \ r.z.. ~ == ! 00910419 \ :: ~~\. ! ~ ~,tl \. STATE OF ~/ ~ ~ ~ / ~ ~ ." ~. .....~DIA~~....... ~ ,~ ~b.... '.. .' r~'" -' .~ -Ql. .........~"'" " 0';"1 oNAl ~,~ / ~I:~~ " 02004 12,120/2004 13:02 FAX 13177383440 DAV1DSON IND MI BurtonA BnsRrn,9'Ff,66mntPon;h ~ M I HOMES I4J 017 Job MlBUK-171 Oavidson lumber Co., Franklin IN 46131 LOADING (psI) 1eU 20,0 TeDl 8.0 BeLL 10.0 BCOL 5.0 LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP No.1 OTHERS 2 X 4 gyp No.3 Tru5.:5Type \. VAlLEY Job Relerence Ilona! 6.000 s May 19 2004 MTek Industries, Inc. Fri Dee 10 13:10:17 2004 Page 1 2-11-8 2.11-8 5-11-1) 2-11-8 .b4 MT20=: B Scale'" 1:17. b4MT20ij 2x4 MT20 I! 5-11-lJ 5-11.0 SPACING 2.Q-{) Plales lnaease 1.15 Lumber lncfeas.e 1.15 Rep Slress InCf 'YES COdtl IBC2000rrPI2002 DEFL Ver\(lL) Ver1ITL) Horz(Tl) In (Ioe) Vdeft nJa nJa nla ria 0.00 C nla CSI lC 0.08 Be 0.05 we 0.Q2 (Matfill) 2x,f MT20~ Ud ."" 999 nia PLATES GNP Mi20 2441190 Weighl:231b BRACING TOP CHORD Structural wood sheaThing all'edly applied or 5-11-0 DC purlirlS_ BOT CHORD Rigid ceDing direc1ry apptied or '0-0-0 DC braGing. REACTIONS lib/size) A:::131/>',-o, C"'131/5.".0, 0:187/5-11-0 Max HorzA::~2(1oad case 3) Max UpliRA"'47(load case 6), C"-47(ID3d case 6), D=-ll(load case 5) FORCES (Ib) - Mmlimum Compres.siorv'Maxlmum Tension TOP CHORD A-~81J55, a-C=-B1146 BOT CHORD A-C=-22146, C.C=-22146 WEBS B-D"'-B9139 NOTES (5) 1) Unbalanood roollive loads have been considered for lhIs design. 2) 'Wind: ASCE 1-98; OOmph; h"'25R; TCDl=4.7psf; BCOl=3.Opsf; Category II; Exp C; enclosed; MWFRS gable ertd zone and C-C EKlBri(l'(2) zone: cantilever left and right l:!Xposed; end verticallefl: and righl expot;ed; lumber OOl"'l.60 plale grip OOl::1.60_ This buss is designed for C-C lormembels andlotces, and for MVVFRS for reactions spedfied. 3) Gable requires continuous bottom (tJord bearing. 4) Provide mechanical comedlon (byOthelS) ofln.lSS 10 bearing pIaIe capabfe ofWithstandlog47lb uplift aljoin1 A, 471b uplift :aljoinl C Bnd 111bupllft aljon O. 5) If the negative reitClions shoWn on the "Mall UpliJrIine of Ihe "REACTIONS" section oflhis drawing arefot load cases 2, 3, 4, 5, 01 6 !hen they are Ihe ~I 01 wind load cases snd!he .Provide met;han:ca1 cumeclion. ..Io~. . wtthstand XXX Ib'upli1l. : TIOle in th8 -,..amES. section of this dr.M'ing may be diSlegarded where 9 check 01 1118 building" rode rOollle--d()'Wn sec1ion does ncI resufl in lhe requiremerJI of roof ties. lOAD CASE(S) Slandam \\\\11111""11 ,"dL Hili ......"~" ' el 1'1" ~ r_ .-......... 'A'n" -';:-J ..... 5T '" r",v: '- ~ 0 .---- ~G\ ~~-....__ '.f;, '-;. .s ").~. ~ ~O\"'Y- ~ :: i No " Z. ~ - ~ ' i = ~ ~( 60910419 J ~ ~ \. STATEOF " ff -:. '., ~ .,'.::- " '.'i\!: .'.... ",-, ;~;._.el!::~~,..-;.~' '" "'Oi-f.'b.', ~ " ""1 -/vAL ", " \\\ ~~ 11\" r DEe 1 0 2004 121-20/2004 13:02 FAX 13177383440 DAVIDSON IND -> M I HOliES ~018 Job 1~IBUK4 7 t TN" Truss Type MI Bur10n A Bns .9'FF,Bsmnl;Port:;h V4 VAllEY Job Reference ~onal 6.000 ~ May 19 2004 MTek Indusbies,lnc. Fri Dee 10 13:10:172004 Page 1 Davidson lumber Co., Franklin IN 4E131 3~"-B 3-11-6 7-11-0 3-11-6 Scale'" 1:22.2 4114MT2D::: B 12.00 fj2 T lOADING (PsI) Tell 20.0 TeDl 8.0 Bell 10,0 BCDl 5.0 SPACING 2-0.0 Plales wease 1.15 lumber Increase 1.15 Rep Slress Incr YES Code IBC2000fTPI20D2 CSI TC 0.15 Be 0:09 WB 0.03 (Malrill) 2x4 MI20 II 2x4 ""'20" 7-11.0 -I 7-11.0 CEFL '0 (Joe) IIde. Ud PLATES GRIP VortlLL) nI. nI. 99S MT20 244/190 Vel1(Tl) nI. nJa 99" Horz(n, 0.00 C nJ. nJa Wei9ht32 Ib 2x4 MT20'l' f- LUMBER TOP CHORD 2 X 4 SyP No.1 BOT CHORD 2 X 4 SVP No.1 OTHERS 2X4SYPNo.3 BRACING TOP CHORD SII'UChnI.....ood sheathing direaty applied (lr 6--0-0 oc purfjns. BOT CHORD Rigid lB~n!:l direc:\ly iJpplied or 10-0.0 oc. bracing. REACTIONS (Iblsize) A=181J7-11-D, C;181n-l1~. ""259f7-11-D MalIHorz~113(loadC'ilSe3) MODi UpliflA=-65(load case 6), C=-65{load esse 6). D=-16(load case 5) FORCES (Ib). MaJ.1m\Jm CompressionIMiDlimum Tension TOP CHORD A-B=-113176, B-C=-l13162 BOT CHORD A-O=-31J64 C-D=.31J64 WEBS ~=-124/51 NOTES (5) 1) Unbalanced rOOf Uve loads h<we been considered 1ilr this design. 2) Wind: ASeE 7.gS; OOmph; h=25ft; TCDL=4.7psf; BCOl=3.0psf; Category Jl; Exp C; enclosed; MVVFRS gable end zone and C.C EK1erior(Z) zone; c;:vrliJever len and tight exposed; end veJ1ic;allen and right eJIposed; lumberOOL:.1.60 plille grip 001..=1.60. This truss Is desloned lbf c.C formembefS and forces, and for MWFRSfor ,eacUons specified. 3) Gabfe requires con6nuous bottom chord bearing. 4) Provkle mechanlcal connection {by oIhers) ofln.J&B 10 bearing plate capable ofwithslandng 651b uplifl. aljoinlA. 65lbuplifl, aljDinI C and 161b upllftaljoird O. 5) If the negatlYlt reactions shown an !he "Malt Upall" fme of the -REACTlO~ section of this drawing am lOr toad cases 2. 3. 4, 5. (lI' 61t1en they are Ihe resuJI of wind load cases and the "Provide mechanical connection. ,-10 -. . Wi\hstandXXX Ib upIln. .-note In the "NOTES" sedionof IhisdraWlng maybe ~ded vmert! 8 ~ of 100 building code roof t1&-Qown section does not result in the requirement of roof lies. lOAD CASEIS) Slandard \\\\1111111111/, ,'~\~'"' L. HE;."'",- 0:-' ~ ............ I'\f~ '" $09:> ,-;;GISTC-';;--.._ ~.'.;. ... ".0.."" "T~".~ ,; S;;/'- ,,,\-y:~ ~ f No \;.z.. = -. ' .- :: i 60910419 i = ~:<1.\ STATEOF ~/ J ~~...../, ... $ ~ _ ~1 .../VDIANp... ..... ~ ", U'SIi ...-.............. ~ ,,' "'~" ONAl "...." ~?","\"\\"\' DEe 1 0 2004 12~20/2004 13:02 FAX 13177383440 DAVIDSON IND ~ M I HOMES I4J 019 Jot> TN~ TNSB Type MI Bul10n A BnsRm,9'F ,Bsmnl; orch MlBUK471 V5 V^,-lEi Job Reference Dlianal 6.000 s May 19 2004 MTek Ind~lries, Inc. f1 Dee 10 '3:10~17 2004 Page 1 OavU:lson lumber Co_, Franklin IN ll6131 4~1'-8 4-11-8 9-11-1) 4-11-8 ---1 4116 MT20= Scale '" 1 :26. B lOADING (psf) Tell 20.0 1CDL 8.0 Bell 10.0 BeOl 5.0 LUMBER TOP CHORD 2 X 4 SYP NQ, 1 BQTCHORO 2X4SYPNo.l OTHERS 2 X 4 SYP No.3 SPACING 2-0..0 Plates lnaease 1,15 llH1lbM lnt1ease 1.15 Rep Sll6SS Inc;r YES Code IBC2000rrPI2002 C5I TC 0.15 Be 0.17 we 0.07 (Matrix) 1JI4MTlOII .b4 MT20~ 9-11-0 '--j 9-11..0 DEFL ~ (Ioc) ,de, Ll' PLATES GRIP Ver\{lL) "'. "'. 999 MHO 2441190 Ven(TL) "'. "'. 999 Hon{nl 0.00 c n/a n/a Welght:41lb 4x4 MT201' BRACING TOP CHORD Struclural wood sheathing directly applied or 6-0-0 oc pur1ins. BOT CHORD Rigid ceRing directly applied or 10-0-0 oc bracing. REACTIONS (lblsl2e) A=211J9.11-o, C"'2'119-1'-o, D=37019-11..(l Mall HOf"l',A=l44(loadcase 4) Mal UpliltA=-58(load case 6). C;;;.56(toad case 6). D"'.70(IoaO' case 5) FORCES (lb). Maximum CompressionlM311ilTun Tension TOP CHORD A-B....16519B, B-C......165J82 BOT CHORD A.D;;;.Jj1/80. C-D=-41/BO WEBS B.D=--173175 NOTES (5) 1) Unbalanced roof Dve loads have been considered fOlIhis design. 2),v'l'ind: ASCE 7.98; OOmph; h=25fl; TCDl<=4.7psl: BCDL"'3,Op&I; Category II; Exp C; enclosed; MWFRS gablevndzone andC.C Exteria"(2)zone;caJllilever left and right exposed; end vertlcallefl and right eJl:posed; lumber DOL"'1.80 pl~te grip DOl=1_60. This truss is designed lor COC lor member.> and rorres. and for MWFRS for reactions specified. 3) Gable requires ccnliooOus boUom chord bearing, 04) Provide mech.anical connection (by others) of b'USS 10 bearing plals capable 01 wlths1andk'lg 58 Ib uplift a1 join! A. 58 Ib upliR at joim C and 70 Ib upIlll atjDinl O. 5) If the negative r&ldions shown on !he "Mar. Uplift" line oflhe "REACTIO~sectioo oflhiS drBNing are for load cases 2. 3. 4, 5, Dl' 6 then Ute)' are !he result of wind load cases and lhe "Provide mechanical connet1loo. ,"10", ,withslandXXX Ib uplift.." note in 1M "NOTES" sedfOo oIlhlsdmWing may be disreganled where a dleck of the building code roof lie-down section does rlOt resulll" the requiremenl of roof ties, LOAD CASEIS)' Standard ""UIIII""I/ ",,\~,,", L. Hl:/"'" $-'" ~, .................. "'15' ......~ ~O~ ...."-GIST.,!">.... ;,t." .... /n...~ 'TL>- '..7 ., ~ '"') l ,- '() ". 1": ~ ~ I ....,,-:. ~ ! No. .... ~ ~ - . . - ; ( 60910419 ) ~ ;11.\ ! 2 ;:eJ\ STATEOF ~.' ~ ..; .....Itv ~ ..... .:- -::.~~....'plAN.......'..." ,...... ""'ufj ........ (7...' ~"'. ONAL ",." r ~" 1\\\\\ OEe 1 0 200~ 12/20/2004 13:02 FAX 13177383440 DAVIDSON IND -> M I HOlIES Ii!I 020 J"" MlaUKA71 T"", T1\I5$ T)'JIe DIy Ply MI BurlQnA BnsRm,9'Ff.8{,mnl;Pord1 vo VAlLEY Job Refer-ance (I liona! 6.000 5 May 19 2004 MTeIIlnous\fie:s,lnc. i F="ri De<,; 10 13:10:17 2.00<1 Page 1 Dawidson Lumber Co., Frankfln IN 46131 &-11-8 5-1'-B 11-11-0 5-11.8 4x6 MTlO::: Scale:3J8M-:=1 B A 3",6MT20if :>>:6 MT20~ 2x4MTZO II ".11-0 11-11-0 lOADING (pst) Tell 20.0 reDl 8.0 BelL 10.0 BCDl 5.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Slress Incr YES Code IBC2000fTPJ2002 CSf Ie 0.22 Be 0.25 we 0.12 (Malrix) DEft Ver1(Ll) Vert(Tl) Horz(TL) in (Ioc) Udell n1a ,y3 nla nla 0.00 C ria Ud 99. 999 nlo PlATES GRIP MT20 2441100 Weight: 491b LUMBER TOP CHORD 2 X /I SYP No.1 BOT CHORD 2 X.II SYP No.1 OTHERS 2)( 4 SVP No.3 BRACING TOP CHORD Stn.Jc;1ural wood shea1hing directly applied or 6-0-0 oc pwtins. BOT CHORD RIgid ceiling directly applied or 10-0-0 oc bracing, REAcnONS (lblsize) N=257fl'-11-0, Cc:257/11-11-O, 0--450/11-11.0 Max HorzA"'.17G(loCldc;ast:l'3) Mal( UpliftA"O'-70(10aa c;ase 6), C"'-70(load case 6), D=.65(IOlId case 5) FORCES (Ib) - Maximum CompresslonlMallimum Tension TOP CHORD A-B=.2011119, ~-20'/97 BOT CHORD A-D=-5OI98, C-D:o::...5OI98 WEBS 8-D=-211/88 NOTES (5) 1) Unbalanced roof live loads haw been coosidered Jar this design.. 2) Wind: ASeE 7-98; OOmph; tr2Sft; TCOl"'4.7psf; BCDL=3.0psf; Cateoory II; Exp C; enclosed; MWFRS gable end zone and C-C Exlerior(2) zone; cantifever left and right exposed; end vertical left and rfghl exposed; lumber DOl=1_60 p1ale grip DOl"'1.60, This truss is designed forC-C for members and forces, and for MWFRS for reactions specified 3) Gable requires tlOfItinUDUS bOnom chord bearing. 4) Provide mechanical connection (by othenl) of lNSS 10 bearing plate capable 01 wilhstanding 70 Ib uplift 31 }olnlA, 701b uplift aljolnl. Cand 651b uplift atjoinl D. 5) 11 the negative read,ians shown on lhe"MalI: Uplift'" line of !he -REACTIONS' section of this dnMing are for load cases 2. 3, Jj, 5, or 61f1en Ihey are the resull of \Wad load cases and the "Provide mecf1an1ca1 connection, _"10 -, . wilhstandXXX lbuptift.: noIe in !he -NOTES" sectlotl of1hls drlll/llin9 maybe cflSleganted where a cheek of !he building code roof tie-dOwn sectlon does not result in \he requlr8men1 of roof rI=. lOAD CASE(S) Slandard \\\\\".11""'11/ ,,"'\~-r. L. Hl:!. """ $ ~~ ....-.............. '1;.1' ',-, S- 0 ......s;,GISTE'Ij>...... ~ 'I;. ~"'j/q.; ~()\-y~ ~ ,.. No \'to ~ .... . . =: i 60910419 i ~ ~~\ STATE OF ~/ f ~ ~ /, / ~ ~,:t\::-.~!,IAtl~...<, $ ~",;-a'/ONAL" ..., "", y.:>", """"' r DEe 1 0 2004 12/.20/2004 13: 03 FAX 13177383440 DAVIDSON IND -> M I HO!IES ~021 Job M1aUK471 Truss Truss Type VAll..EY aty Ply MI Burton A BosRm,9'FF.&mnt:f'>tm:h Vl JobRelerence lion 6.000 s May 19 20()ll MiTeIIlnduslries, In!;.. fri Dee'O 13:10:182004 Page 1 Davidson Lumber Co., FrankHn IN 4&1J1 6-11-11 6-11-8 4lC4MT20= 13-11-0 6-,'-8 Scale '" 1 :392 2Jl4Ml20 II C 2114 MT20 II D 12,00 fi2 T T 3>:6 MT20// H G F 2.ll4MT20II 2x4 MT20 II 2114 MT20 II 13-11-0 13-11-0 3)1tiMTro~ Plale Qlfsels X,Y: B:O-O-O 0-0-01 LOADING (PSt) Tell 20,0 TeOL a.o Deli 10.0 BCOL 5.0 LUMBER TOP CHORD 2X4SYPNo.1 BOT CHORD 2 X 4 SYP No.1 OTHERS 2 X 4 SYP No.3 'Excepl' 512 2 X -4 gyp f\lo.2 SPACING 2-0.0 Plaleslnaease 1,15 Lumber Increase 1.15 Rep Stress lnc1 YES Code IBC200QfTP12002 OS! Te 0.25 Be 0.23 we 0.24 (Malli)!) DEfL Ver1(Ll) Vel1fTl) Horz(n) in (Ioc) J/dell nla nla nJa nla 0.00 E nla Ud 999 '" ni. PLATES GRIP MT20 244/190 Welght741b BRACING TOP CHORD Strucltn"a1 wood sheathing "redly applied or (;.-(J..() DC purtins. BOT CHORD Rigid ceiling cfltectty applied or 6-0-0 DC bradng. REACTIONS (Ib/size) A=-138113-11-Q. E.138113-11-0, G=-564/13-11-0. F=712113-11-o, H=713J13-11...o Mall: HorzA=207(load caw 4) Max Uplil1A=.l6(load case 3), G"'-564(load.:ase 1). F=o-491{Joad case 6), H:-497(load case 5) Mall GravA."'lS6{load case 7), E=155(load case 8), G=404(load case ti), F=712{loadcase 1), H..7T3(load case') FORCES (Ib) _ MaJlimom Compres.slonlMaximum TensiDll TOP CHORD A-1P-194/199, B-C::..871173, c-D=-8711BO, D-[=-1631199 BOT CHORD A-H=.531216, G-H=-531216, F-G=.531216, E-f"'-531216 WEBS C-G=-376117B, o..F=-3701423, B-H=-3701428 NOTES (5) 1) Unbalam;ed roof nlf$loacls have be9nconsidered for this design. 2) Wind: ASCE 7-98; ~h; lF2Sn; TCOl=4.7psf; BCOl=3.0ps1; Category II; Exp C; enclosed; MWFRS gable end zone and c-c Elt1etia(2) zone; cantilever len and right exposed; end vertical left andrighl exposed; lumber DOL"'l.60plale grip OOl"'l.60. TJis lNsS Is designed lor C-C for members and forces. and for MWFRS for readiorIs specified. 3) Gable requres COI1tilJJous bO"om chord bearing. 4} Prov;de mecl1arlicat connec1ion (by others) af llUss to bearing p1ale capableorwilhslanding lfllbuplin aljoinl A. 5641b uplift aljoinl. G, 4911b uplift "'joint F and 4971bupllft aljoinl H. . 5} IIlhe negative raactions shown on the "'Max Uplift" line oflhe "REACTIONS" sectiOl1 of this drawing are for load cases 2,3,4,5, or 6 lhen !hey are the resUt of wind load c:ases and Ihe "Provide mechanical connection. ." to". . wilhslandXXXIb upllfl.." note In lhe "NOTES. section of lNs drawing may be disregarded ,,""11 ""1 >M1ere a cheCk of lhe buDdIng colle rooflie-down section doeS nol resull in the requirement orroollies '\\'~.1 L L ~ 11111 "" np '''...ZIt( '" ., ~.'r ........... or, ,. ...' r_V,' '" \J: r, ~ <5J......~G\ST~Ij>;... ~ ~ ~"':i/~ ,~\~~ .:: ; No \~ ~ = f . ,= ; ~i 60910419 j ~ ~ \. STATEOF ! ~ ~ '. _f:: '- ... /. .."... " ....~DIAN~..... ~... y~,~810-";;;L" """~ I' ,,\\\ , DEe 1 0 2004 lOAD eASElS) Slandsrd 12/22/2004 14:42 FAX 13177383440 DAVlDSON 1ND Iai 001 2801 North Morton Slreet PO Box 800 Franklin In, 46131 (317) 738-3211 (317) 738-3440 lax I Davidson Lumber Co. Fax To: Wnliam Holt FRlm: Dave Langebartels Fax: (317) 571-2499 P&geS:,% :3 Phone: Date. 12/22/04 Re, Truss Layout Mil lot 65 Brookstone CC: o Urgent o For RevIew 0 Please Comment 0 Please Reply o Please Recycle 12/22/2004 14:42 FAX 13177383440 DAVIDSON IND ~ !-O ~> i!::< tII- t']0 :>;lg; ('lZ 0 zi ~~ '"' i!ja !n ~ >-- -~ <e ~ f-- ",I - ~I z >: "'~I ~~ g8 ",)I'. ~ ! I 6UO ti l~""O 17'11'0 ~~ x h s: I ~ "lI " ~ ./ I ~ ( / ~ / ~r ~ / I~ .,'" 1\ / / 7 '" ~ ~ ILl '-... ~ > N '-... ............. 1:5 <li ~ :i <':i ;:j J2r' /' /' /' IL '" '" ~ I .'0'0 o.E.ll> ~~ ~~ ~~ ~ ~;~~Sa ~~Si E~~~~ ~ ~-< 18 ~; ~ ~~~fS5~ ~I~I ~i~i~ fj ~~ a e ~ ~!5~~~ ~~~a H~~~~ ~~ ~ . ~ ~~~e~~ m;~ ~~~B~ ! Ii i! '11ill III il!;1 g g ~! ~~~ii ii! ~!~~g ~ ~ ~ ~ ~~~IZ i Ej ~~ Ii!J 002 ~ G1 Al ;;; B 12/22/2004 14:43 FAX 13177383440 DAVIDSON IND ~003 ORDER DATE ENG. RECEIVED SCHLD. PROD. DATE SENT TO SAWS DELIVERY DATE Mil Homes of Indiana, LP uote No.- 042794 . ~ 8500 Keystone Crossing Sle. 190 Speciallnslructions:LEFT HAND D . Indianapolis, IN 46240 o (317) 255-9900 LOT # BID Job Notes: Apply 12"'Tyvek Flashing to hang 8R below bottom chord of all trusse, with sheathing. . f SUBDIV: . II II II 1/ /I OATE12/22104PAGE 1of1 ORDER II ~ DI SALES REP Dave Langebartels CUTTlNG BY DATE II . o MODEL: BURTON EL A BONUS RM; PORCH ROOF TRUSSES PROFILE QTY PITCH TYPE BASE OIA LUMBER OVERHANG NOTES i PLY TOP BOT ID SPAN SPAN TOP BOT lEFT RIGHT ~ 6.001 0.00 COMMON 2X412X4 00.00.00 100-06-08 i 12 A 35-<)3-00 35-<)3-00 ~IIII ~l ..rlll1I1IIIIII1 I I I ~ COMMON A1 GABLE B I ~3-001 ~~O ~~ I I ~3-00 135-0~O ~()().00.{)81 DUAL PITCH , ~ 5 6.00 0.00 G 23-06.11 23-06.11 2X4 2X4 00-06.06 ~ DUAl PITCH 1 6.00 0.00 G1 23-06-11 23-06-11 2X4 2X4 OO-oa-oa 110-0Z.1111lH)2-11 ~IOO.{)6-081 MIIBURTONlClMlBUK471 " Ji,/10/2004 16:51 FAX 13177383440 -,', VA V lVSUN . lNV -> III 1 JiUllIhS t;;jUUl ~ lDJli i DAVIDSON INDUSjfRIES, INC. 2801 NORTH MORTON STREET. FRANKLIN, 11'\1 46131 Phone: (317) 738-3211 . Toll Free: (800) 787-32H . Fax: (317) 738-3440 <'i' , FAX 317-738-3440 "l./,e /~4 . ID: "V..\~T'{ Hit , LOT: ,e-s DATE: FAX COVER SHEET PAGE 1 OF i\ PAGES FROM: ~...L. BUILDER: SUBDIVISION: ~~~. .i ---------.'---~..-~..-,..-.,-.."..,-.----..,.-----.---_ .l-_____.______ I --. I 1;\/10/2004 16: 52 FAX 13177383440 DA VlDSON IND ~ M I HOMES l{!J UUZ COMMON IT 12 MI Burton A BlIsRm,9'FF ,Bsmnl;Porch Job MlBUK471 Truss Truss Type A i . Job Reference lional 6.000 ~ May 19 2004 MTek klduslries, Inc. Fri Pee 10 13:10:12 2004 Page 1 Davidson Lumber Co., Franklin IN 46131 -~ 0-6-8 5-7-1 5-7-1 10-7-10 5-0-10 17-7-8 6-11-14 24-7-8 6-11-14 29-7-15 5-ll-10 35-3-0 5-7-1 3~1-8 0-6-8 Seale = t;61. 5x6 MT20 = 6.00 112 E M A ~ ~8r20~ 10 5~6 MT20';:::: N M 3}l4 MT20= 3)(6 MT20== L 3)(10 MT20= K J 3K6MT20=:j= 3"4 MT20= I- B LOADING (psf) Tell 20.0 TCDl 8.0 Bell 10.0 BCOl 5.0 SPACING 2-0-0 P\aleslncre3se 1.15 lumber Increase 1.15 Rap Stress Ina YES Code ISC2QOOfTPJ2002 CSI Te 0.38 Be 0.60 we 0.57 (Matrtx) 26-2-0 35.3-0 8-6-8 9-1.0 DEFl " (Ioe) IIdeft !Ud PLATES GRIP Vert(Ll) -0.23 H-J >999 360 Mr20 244/190 Vert(TL) -0.38 H-J >999 i180 Horz(Tl) 0.12 H oJ. in/a 9.1-0 17-7-8 9.1.0 8-6-8 Plale Offsets X Y: B:(J.l.10,Ed el.ID:o..l-Q,O-3-4l. IF:0-4..(),o-3-41, IH:O-l.10 Edge] L.UMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP NO.1 WEBS 2 X4 gyp No.3 'ElIcepl' W3 2 X 4 SYP No.2, W4 2 X 4 SYP No.2, W3 2 X 4 SYP No.2 BRACING TOP CHORD BOT CHORD WEBS waight; 180 lb StnJaural wood ~~lhIng directly applied or 3-5-10 oc purllns. Rigid ceiBng lflfBclly applied or 6-5-0 oc bracing 1 Row al m1dpt i D-l,F-l ; REACTIONS (Jblslze) 8=154210-3-8, H"'15421O-3-6 Max. Horz B=:-169{load case 6) Max. UplihB=-394(loadcase 5), H=-394(load case 6) ; FORCES (Ib). MaKinum Compression/Maximum Tension i TOP CHORD MFOI12, B-C=-279011245, C-D=-2550111S4, D-E=-17941911. E-F=.17941911. F-G=-255011154. G-H=-279OJ1245, H4=0112 BOT CHORD B-N:::-100612439. M-N:::-76612101,l.-M=-76612101, K.L=-76812101, J-K:-76612101, H-J:.l006n439 . WEBS C-N=-268f262, D-N"'-116J464, D.L"'-7381438, E-l=-476i1105, F-l=-738143a, F-J=..11eJ464, O-J=-2681262 NOTES (4-5) : 1) Unba1anced roof 6ve Io3ds have been considered for this design. , ~ 2) Wind: ASCE 7-98; 9Omph; h=2SfI.; TCOl=4.7psf; BCOl"'3.0pSl; Category 11; Exp C; enclosed; MWFRS gable end zoneandC-C Exterlot(2) zone; carrtIIever !en and dgh1 aJt,Dosed; end ver1lca1laft and right exposed; lumber DOL=1.60 p1a1e grip DOL"'1.GO. This trusS Is deSigned for C-C for ~ and Iofc:es, and for MWFRS for reacllons specified. ' 3) Provide mechanical connection (by others) 01 truss 10 bearing plate capable of W1ltlslanding 394 Ib uplift a(joint B and 394 Ib uplift a1}om1 H 4) If the negatlvereaotions shown on Iha ~Ma:iI Uplift" Une of the ~REACTIONS'" seclion of lhisdrawlng are for load cases 2,3,4,5. or6 then lhey are !he resutI 01 wind load caseo and the "PrOVIde mechanical connection. ,. 10" Wllhstand XXX Ib uplift .* note In the "NOTES" section of IhIs drawinf may be d"lSTegarded where a check of the bulldog cocIe roollie-doYm section does 001 rssUt in the requirement 01 ,oof Ues. i 5).AI1 conIinuoUS laIeraI braces musl be reslraln&d 10 prevent lateral movemenl: of the brace if all braced memberS budde In Ihe same direction See BCSf..1 Bu~ding Componenl Salety Inlormatiim and bulking designer requirements. .: i ! LOAD CASE(S) Standard \\\\\111111111'/ ,\\\~~ \... HEIIV III"" .$' ~". ................. &4t .,~ ~ ,ff....{0\STER~O.....'t..1:- ~O...q;.V ...y~ :::- : \ ~ .= ~! No, \:::. ~ \ 60910419 ~j ~ ~ '\... SlA1E.OF l g "'. "... ~~.........!.,:!g.~,::~y;.~..~~"f " ION \\ "/ \\' Y:~I ""'\', DEe 1 0 2004 12(10/2004 16: 52' FAX 13177383440 DAVIDSON IND -" .M. 1 1iU.Mh~ igJ UUJ A1 COMMON r.tI Burton A BnsRm,9'Ff.Bsmnl;POfch Job MnIDK471 Truss Truss Type Davidson Lumber Co., FrankMn IN 46131 FrI Dee 10 14:43;46 2004 Page 1 -9-6,8 , 0-6-8 5-7-1 5-7-1 10-7:JO 5-0-10 17-7-8 6-11-14 24-7-6 6-11-14 29-7-15 5-0-10 35-3-0 5-7-1 3r9r8 0-6-8 Scale = 1:61.8 5)1.6 MIlO:::: 6.00 [12 E B 5.-.:8 ~tT20':::::- i A 10 5,,6 MT20:;::: N M 31\4 MT20= 5x8 MT2Q= L x1D MT20= K J 3x6MT2Di 3114MT20= J' LOADING (psr) leU 20.0 TCOL 8.0 BelL 10.0 BCDl 5.0 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 Rep SIreM Incr YES Code 18C2000fTP12002 CSI Ie 0.38 Be 0.60 we 0.57 (Mallilt) 26-2-0 35-3-0 8-6-8 9-1-0 M:0-4-{1Q.34 DEfL In (Ioe) Vde' Ud PLATES GRIP Vert(LL) -0.23 H-J >999 '60 MT20 244/190 Ver1(Tl) -0.38 H-J >999 ;1aO Horz{TL) 0.12 H ria :wa f- 9-1-0 -t- 17-7-8 9-1-0 8-6-B PIaleOtlsels X Y: 8:0-'-10 E e rc:o-o-a,Q.2+81. {D:0-4-0.o.-3-4I.IF:().4-oo-~1 H:O-'-10E e LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 syp NO.1 WEBS 2 X 4 SYP No.3 'Except. W3 2 X 4 SYP No.2, W4 2 X 4 5YP NO.2, YV3 2 X 4 SYP NO.2 OTHERS 2 X 4 SYP No.3 'Excepi' ST16 2 X 4 SYP No.2, 5115 2 X 4 gyp No.2 BRACING TOP CHORD BOT CHORD WEBS Weight 2731b Struclural wood ~Ihirig directly applied or 3-5-10 oc pus1ins. RigId celling dire'ctly apprled or 6-5-0 oc bracing_ t Row at midpt : D-l, F-l REACTIONS (lbIsize) B=1542JO..3-6, H=1M2IO-3-8 Mall HOfl B=-169(load case 6} MaJ. UpnftB=-394(load case 5}, H=-394(!oad case 6) FORCES (Ib). Maximum CompressJonIMaxlmum Tension TOP CHORD A-1FOJ12, B-C=-2790/1245, C-D=-255Cl11154, D-E~1794191', E-F=-17941911, -G=-255OJ1154, G-H=-279011245, H-I=O~12 BOT CHORD. B.N"'.100612439, M-N=-766f2101, l-M=--76612101, K-V=-76612101, J-K=-766121 1, H.J=-100612439 WEBS c..N:-2681262, D-N=-1161464, O-l=-7381438. E-l=-476f1105. f.l=--7361438, F.J 1161464, G.J=-2681262 NOTES (7.8) t 1) unbatanced roof lYe Ioads,have been considered tor !his design. J 2) Wind: ASCE 7-9B; 9Omph; ,tF25ft; TCOl:4.7psf; BCDL=3~Opsr; Category II; EJlp C; enclosed; RS gable end zone and c..C E:llerio .(2) zone; canliIever left and right exposed; end vertical left and right exposed; lumber 001..=1.60 plate grip DOl=1 60. ThIs truSS Is designed for C-Cfor mejnben> and forces, and tor MWFRS lor rnactiOO$ specified. _ ' ' 3} Truss designed for wind loads III the plane of the truss only. Far studs exposed Ie wind (norma lolhe face), see BCSI1 and building defgner requirements. 4)A11 plates are:bt4 MT20l.lllessolllerwise indicated. ' 5) Gable studs spaced 8t1-4..o 00.. . I 6) Provide mechanical conoection(by others) 01 truss lobeartng plate ca~ofwilhslandlng Ib uplift at joint e and 3941b upljft atjo\rll\H. 1) "the negative reactions shown an the-MiPt UpSitt~ line of the "REACTIONS- section of lhls dr . are lor load cases 2, 3, 4, 5, or61het1lhey are the result aJ wind IoacI cases and !he "Provide mechalical comectlon. ,. fa -.. witt1sIandXXX Ib uptift. ." eln!he "NOTES- section of IHs dr3Vllindmay be disregarded where a check of the builcfing code roo! tte-down section does rial resullln !he requirement 01 f ties. i 8) All COtIlinuous lain braces must be reslrained 10 prevent lateral movement 01 tile brace iI all b aood membe1S buckle in tile same dlreclion. See BCSI-t Building Component Salety Information and building designer requllements. .; \\\\\11111"'11, ,'\'\~ L, HEI;.:"'", _-' 1.<' ..."....... . Y<5'~" - --<? ..' ST'" .... I .$'.~ ....;.:0-' ~IT~"', o.cJ' ',;. .:-O/q;..Y" '-"O....w ~ ~_. \"~ :: Jf N - :: i 0, \:: :: i 60910419 . g - . I - - , Il- ~ \. STATEOF I g ~ \ / ~ ~"";.!.~DIA"'!::"" ~ _"" "",~~SIONAL' ~~"'" ~~~c"~"~\\~ LOAD CASE(S) Slandard 121:10/2004 16:53 FAX 13177383440 DAVIDSON INV -) M 1 HUDlh~ l€JUUq; ~'ilBUK471 B J=we ITJ:.Bur100A BnsRm,9'FF,Bsmnl;Porcl1 1 1 ' Jo Reference 0 lienal 6.00015 May 192004 MTek ~duslrie5, Inc. Fri Dee 10 14~17:4320.04 Page 1 Job Tross- Da..idsOfl lumber Co.. Franklin IN 46131 -9.or6 0-6-<1 17-7-l1 17-7-6 35-3-0 17-7-6 3t~-6 0.0-6 Scale = 1:62. 5x6MT20:::: 6.00 112 p 0 Q N R ~6 MT20-::::- 5 3x6jMT20':::- L T , J K Uy 2 5 J W 5 S 2 X H 5 5 1 0 5 0 Y Z 7 AA E 5 AB 0 C AC B 0 lAD AE :n A " 0 BF BE BD BC BB BA AZ AY AX AW AY AU AT AS AR AQ AP ANAO AM Al AK AJAI AH AG AF 5xB MT20~ , 3x6 MT20= 5118 MT20= 3)(6 MT20= 35-3-0 35-3-0 ~-~ Plale Offsels X Y: AN:O-4...o Q-0-4 AX:0-4-O ().3-4 l.OADlNG (pst) Tell 20.0 Tem 8.0 BelL 10.0 BCOl 5.0 LUMBER TOP CHORD 2X4SYPNo.1 BOT CHORD 2 X 4 gyp No.1 OTHERS 2 X 4 gyp NO.3 oEx.cepl' 51132 X4 SVPNo.2, STt2 2 X 4 SVPNo.2,STt12 X 4 SYPNo.2 STl02 X4 gyp No.2,ST122X 4 gyp No.2,STtt 2 X 4 SVPNo,2 ST10 2 X 4 gyp No.2 SPACING 2-0-0 Plaleslncrease 1.15 lumber Increase 1.15 Rep Stress Incr NO Gode IBC20001TP12002 C51 Te 0.07 BC 0.03 WB 0.07 (Malrix) DEFL Vert{LL) Ver1(Tl) Horz(ll) in (Ioe) lldell 0.00 AD nJr 0.00 AD n/r 0.00 AD nJa i LJd '120 i90 . niB PLATES GRIP MT20 244/190 Welghl: 279 Jb BRACING TOPCHOAO BOT CHORD WEBS Slruclural wood bhea\hfng directly applied or 6-0-0 oe purlins. Rigid eeiUng dlIe!cttY applied or 10.0-0 oc bracing. 1 Rowatmidpl: P.AS,G-AT,Q.AR REACTIONS (~e) ~99/35-3-0, AS=106135-3-0, AT:::114135-3-O, AU:::114135-3-0. AV=117135-3-0. AW=105fJ5-3-0, AV=113135-3-0,l"':<115135-3-0. 8A=114135-3-0, BB=115135-3-0, BC=114J35-3-0, BO:116135-3-0, BE:107135-3-0, BF:140f35-J.O, AR=114135-j.b.'AQ;:::114135-3-0, AP:117135-3-0, AO=105J36-3-0. AM=113135-3-0, Al"'115135-3-0, AI(;114f35-3-0, ~1151J5..3-0, AI""14135-3-01 AH:::116135-3-0, AO"'99I35-3-0. AG=107135-3-0, AF=14D135-3-0 . Max HOfZ B=235{load case 5) ! , Max UpDftB~10(1oad case 3), AT=-26(loadcase 5), AU:..55(load case 5). AV--49{1oad case 5), A~-5O(Ioad case 5),AY=-~load ca.se 5), AZ~9(load case 5). BA=49(load case 5)~ BB:::-49(load case 5), BC=-49(1oad ease 5). BD=-49(load case 5). BE1'4:7(load C&e 5), BF=-6O(Ioad case 5). AR=-24(1oad case 6), AQ=-56(Ioad case 6), AP--49{1oad case 6), AO=-5O(Ioad case 6). AM:f-6O(load case 6), AL=-49(load case 6), AK=-49(1oad case 6). A/=-49(loiKIcase 6), AI=-49{Joad case 6), AH=-49(load case 6), AG=--17(Ioad case 6), AF=-59(1oad case 6) . , , ' Mall GravB=99(loadcase 1), AS=106(Joadcasa 1), AT=115(Ioadcase 7). AU=115(1oad case 7). AY=117(1oad case 1), AW=l'05(toad case 1). AY=113(1ood case 7). AZ-115(loadcase 1), BA:::114(mcIcase 1). BB=115(load case 7). BC:::114(load case 1). B0=116(1oad case 1), BE=107(toad case 7). BF=140(Joadcase 7), AR=115(toadcase 8). AQ=115(load case 8). AP=117(load case 1). Ap=105(1oad case 1), AM<>113(toad case 8). AL=115(loadcase 1), AK=114(load case 1). AJ=115(load case 8), A1=114(load case 1). AH~116(load case 1), AO=99(1oadcase 1). AG=107(Joad cas,e 8), Af:::140(1oad case 8) FORCES (Ib) - Maxbnum Compresskn'Maximum Tension ! TOP CHORD A-B=0'12. e..C=-233115, C-O=-195112, O-E....,65121, E-F=-134132. F-G=-1D3150. G-H=-71168....i-J=-4Q185, l-J=.2B1100, J-~=-91103, K-L:::.28J121 .l-M=-281158. M-N:::.2B1198. tH):-281241. o.p=.26J264. P.Q:::..2B1264. O-R=.281241, R.S:..281198. S.T=-281158, T-U:::.~81119. lJ..V=-4/80. V.W=.28177, W.X:..28152, X-Y=-39/35, Y-Z=.70117. Z-M=-10119, AA-.AB=--132J10. AB-AC=-162J8. AC-AO=-207l15, A[).M;=0I12 BOT CHORD B-BF=OJQ, BE-BF=OIO. BO-BE=OJP. BC-BD=OIO. BB-BC=OIO. BA-BB--oIO.AZ-BA--OJO. AY-AZ~. M.AYr4JIO, AW-AX=oIo. AY-AW=OIO. /IJJ-AY=OIO. AT .AU;O/O. AS.AT=OO. AR.AS=OIO, AO-AR=OO. AP-AQ;:::OIO. AO-PP=OIO, AN-AO=OIO. AM-AN=OJ221, Al-~M=0I221, AK.AL=0I221, AJ-AK=0I221. AI-AJ=0/221. AH-A1=O/221, AG-AH=0I221, AF.A<W>I221. A().AF=OI221 ' WEBS P.AS:..13010, D-AT:..75137, N-AU=-75185. M-AY=-76176,l-AW=-74l14, K-AYc..75176,1-AZ=-75175. H.BA=-75/75. G-8~?5/75, F-BC"'-75175, E-BD=-75/76, O-BE=.711r3, C-BF:::..88I87, Q-AR=-75J37, R.AO=-75185. S.AP=-76/76. T-AO=-74fl4, U.AM=.75176. W-AJ..-,~75115, X-AA=-75/75. Y-A.F-75175, Z-AJ=-75175, AA-AH=.75176. AB-AGc..71f7J, AC-AF=...s&'87 NOTES (0-9>" . 1) Unbalanced roof live loads have been t;OIl&idered for U1Is deslgn. 1 2) WIOd: ASCE 1-98; OOmph; tF25ft; TCOl=4.7pst eCDl;3,Opsf; Calegory II; Exp C; enclosed; MWFRS gable end zone and C.C Ex1el101{2) zone; cantilever teft and righI eJIPOSed; end vertical left and right exposed; lumber DOl=1.60 p1ale grip OOl'"1.60. This truss is designed for C.C for me~rs and forces, and for MWFRS for rftactlons specified. . ; 3)TI\JSS designed for l'oind loadS to the plarieollhe lruss only. For studs exposed 10 wlnd (nonnaIto the f8ce). see BCSI1 and bulldng~gner requirements. 4) AU -p1a1es ate :b.4 MT20unJess olherwlse Indicaled . 5) Gable requites continuous bottom chord bearing. 6) Gable studs spaced a11+0 oc. : 7) Provide mechanical coonection (by Others) 01 truss lobeamg plale capable ofwilhstandlng 10 Ib uplift aljolnl e, 201b uplift aljolnt AT. S$1b uplift atjolnl AU. 491b uplift aljdnl AV, 50 Ib upBJt stjolnlAW. 50 JbupliJt al)ojnIAY, 491b uplift a1joinIAZ. 491b upMft at join! SA, 491b uplift aljoinl BB. ~lb uplift aljolnt BC. 49lb uplift aljoinl BD. 471b upUll: 81jOOI BE. 60 Ib uplift a1JoInI BF, 24 buplift aljofnt AR. 5611 uplift atjolnlAO. 491b uplift atjoinll>P, Ib upUlt aljoinl AO, 50 Ib uplift 81Joinl AM, 491b uplift a1jo1ntAl. 491b uplift aljolnl AK, 491buplift a1joinl AJ, 49 Ib uplift 81jo!n1 AI, 49 lb uplift 9CJoInl AH.47 upfift atjoinf AG and 59 Ib uplift aljolrrtAF. . Conllnued on 2 \\\UUIlrU""I, ","'y.. L. He/tv."'", ~'<8 ................ iSlA - " ~ "" ....-~.~\STF::f!;:..:-:.'1;., '1;. ~Ol<?:-"'" "~'W--;' ~":ji \... ~ ~ . No - -: . \- ~ ( 60910419 i ~ ~ :t.- STATE OF J jf j \~~!~'2.~f::~.t::~.~&~ >:''!;ONAL """, ~/'!JJ#!.\\'' DEe 1 0 z004 12f10/2004 16:53 FAX 13177383440 DAVIDSON IND -> M I HOMES 19J UUo, Job MiaUK471 Truss Truss Type MI Burlon A BnsRm,9'fF,Bsmnl;Porch J Reference 0 lienal I Da'ildson Lumber Co., Franklin IN46131 6, I; May 19 2004 MTek Industries, Inc. Fri Dee 10 14:17:-43 ~004 Page 2 , I 8) If !he negalive reactions shown on thO ftMlU. Uplift", line 01' lhe -REACTIONS" section of this drawing are lor load cases 2, 3, 4, 5, or 6 ~ \hey are the result 01 wind load cases and the ftProvidemechanical conneclion.." 10 N. . wlthsland XXX Ib uplift. ," note in !he "NOTES' section oflhis drawing may be dis1egarded where a check of the b4>>ding code roof lie-oown section does no! resullln the requirement 01 ,ootlies. I 9) All continuous lateral braces must be restrained 10 prevent taleral movement olll1e brace if all braced members buckle in the same diredtlon. See BCSI.1 BuAding Componenl Safety Infonna(ion and blildlng designer tCquiremenls, . B LOAD CASE'S) Standard \\\\\1\1111111"~/ "",'.>. L, He/A,""" ~'<8" .............:VIS'L'" $~ ,,,;:"(:,\STEf1s:"':~ ~ ~ 0 ....q;.v :0 ..... r.z, ~ ::: ~ / \ ~ == i No. \:: ~ i 60910419 1 ~ - , III ~ % "9-\ STATE OF I ff ~.~t)". / ~ "-, ~....(.,:!OIA~'t...".r~ $ /J~/ONAL ~~"'~ /,'"1" ", DEe 1 0 2004 12f.10/2004 16:54 FAX 13177383440 DAVIDSON IND Job Truss TrussTWe M1aUK471 G DUAl PITCH . Davidson lumber Co., Franklin IN 46131 -9-618 7-8-3 -I 14-8-0 0-6-6 7-6--3 6-11-14 .. M I HOlIES Ij!]OOti ' I M: Bur101l A BnsRm,9'FF,Bsmnl;Porch I Job Reference "Oflall 6.~ s May 19 2004 MTek ~ustries, Inc. , 18-\1-10 4~3~9 I I Fri Dee 10 14:18:592004 Page 1 23-6-11 4-7-1 Scale'" 1;45, 4x6 MT20~ ;r.B o 5x8 MT20~ 8.00lR 4x4MT20~ W2 T ~6 MT20-:;:' J 2x4 MTZO 11 I 3)\6 MT20= H 3x10MTZO::: G 4x6 MT20= 7-B-3 7-6-3 PI<lte Offsets X Y: B:()'2-10 0-1-8]. rC:Q..4-o,o-3-4l. ID:()'J..6,1).2-01 14-8-0 6-11-14 23-6-11 8-10-11 LOADING (pst) TelL 20.0 rem 8.0 Bell 10,0 BCDl 5.0 LUMBER TOP CHORD 2 X 4 SY? No.1 BOl CHORD 2 X 4 syp No.1 WEBS 2 X 4 SYP NO.3 .Excepl. W2 2 X 4 syp No.2, W3 2 X 4 SYP No.2, W4 2 X 4 SYP No.2 SPACING 2-0-0 P1ales Increase 1.15 lumber Increase 1.15 Rap Stress Incr YES Code'lBC2OOO!TP12D02 C51 Te 0.73 Be 0.49 we 0.71 (Malrix) DEFl. Vert(lL) Vert(Tl) Horz(Tl) in (lac) -0.14 B-J .{l.24 B-J 0.04 G IIdeft >999 >99. n/, 1 IUd ~60 1,60 !rVa PLATES GRIP MT20 244/190 Weigh!: 1231b BRACING TOP CHORD BOT CHORD SlnJctural wood ~heathlng: directly app"ed or 4-6-1 oc purtfns, excepl end verticals. Rigid ceIling dk~y applIed or 6-2-5 DC braci~. REACTIONS (Ib/slze) 8';'103910-3-8, G=lOOO1o-3-8 Max HOIZ B=217(load case 4) M<llI UpliflB=-289(load case 5), G=-204(load case 6) FORCES (Ill). Maximum Corrl>ressloniMaximum Tension TOP CHORD A-B=OJ12, B-C::...1698165O, C-O=.9621433, D-E:=-994/475, E-F=-3211147, F-G=-272J142 BOT CHORD B-J=-57411437, hJ=-57411431, H-j"'-57411431, G.H=-2321182 WEBS C-J--0J246, C.H=-739/456, J>..1-F-224/590, E.H=.951166, E-G=-8251330 NOTES (4-5)' 1} Unbalanced roof live loads have been consldered for this de$igo. . 2) Wnd: ASCE 7-98; 9Orriph; tJ.:25ft; TCOl=4.7psf; BCDl=3.Op.sf; Category II; 8lp C; enclosed; MWFRS gable end zone .and C-G Ex1erlor(2) zone; canlllsvoer left and right exposed; end yerlk:al ten and right exposed; lll'l'tler DOL=1.60 plaIa grip OOL=1.60. This truss is designed for C-C for ~ and forces, and lot MWFRS lei r.eactlons specified. 3) Provide mecharicaI comection (by olhefs) of ,truss 10 bearing pfate capab'Q ofwflhs1andlng289JbupM aJjolnl B and 204lbupllftatjoinltG. 4) lllt'!e negative reacUons shown on the ~Max Uplift- tine of the "REACTtONSR seclIon of this drawing are for load cases 2, 3, 4. 5. or -6~ they are !he resUI of wind load C8S8$ and lhe"Provide rnechank:aI OOI1nection..R ro -. . wilhslandXXX Ib uplift ..W note In the RNOTES. section of this drawin9!jmaybe disfegarded \\\\UIIII"" where a check of. the building ~ roof U&-down secUon does no! result in the requirement 01 roo' ties. \\\\ L H r 11111 5) All continuous lateral braces musl be restrained topreventlaleral movement of the brace if all braced members buckle in the same dlredipn. See BCSt-1 ':'o....'\a~. r.;;;/At.r-. I,,,... Buildin1l Component Safely Informatipn and building designer l'9qUiremenls. ~... ~ .....\.S...T...;:,..... UA - '... f'o~",,"'~6 clii-;....~~ ~ LOAD CA~E(S) Slandard .:: _ .' ~ v .\'t--;. ~ ~r ~ = f No. ~l-= ::! 60910419 ! :: = :. ; = % ~ \. STATE OF Ill' l .....~.. ....... ~ 'X:h.,./tvDIA.~tr-:./ ~ .t ""~~8ioNAL"'o/'0 "" ~?\\ '. DEe 1 0 2004 12/10/2004 16:54 FAX 13177383440 DAVIDSON IND ~ M I HOMES LgJUU7 I Job -I:~' Davicl500 lumber Co., FrankrlO IN 46131 1""'''''''. DUAL PITCH M1:BurtOllA BnsRm,9'fF,BsmnI;Pon:h w.lBUK471 J Reletence 0 . onal 6.oo{);5 May 19 2004 MTelo.lnduslries, Inc. Ffi Dee 10 13:10:14 2004 Page 1 -~18 0-6-6 7-6-3 7-6-3. 14-6-0 6-11-14 1~-11-'O ~-3-9 I 4x6 MT20-;::. I ! 23-6-11 4-7-1 -1 Scale:o 1:43. 1 8.00@ 6.00 f12 E 3x6 MT20-;:' o T T c T 1 T T ~AB j! 4J14 MT20= S R Q P 0 N '" ,. ! ~ M l K 5K8MT20= J 3)l4 MIlO;::;; I I i I 4x6 MT20= P1ale-OfIsels XY: 7-6-3 7-6-3 la:O-2-0,(}.O.'21IF:O-3-6,0-2-ffi /L:O-4.{) o.~ SPACING N}..O Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr YES Code IBC20001TPI2002 -I 14-8-0 6-11-14 23-6-11 8-10-11 lOADING (psr) Tell 20.0 TCDl 8.0 Bell 10.0 BCOL 5.0 LUMBER TOP CHORD 2X4$YPNo.1 BOT CHORD 2 X 4 gyp No.1 WEBS 2 X <I SYP No.2 '~cepl' W4 2 X.4 gyp No.3, W3 2 X 4 gyp No.3 OTHERS 2 X .4 SYP No.3 .Excep" 5192 X 4 syp No.2 CSI TC 0.74 Be 0.31 we 0.31 (MaIrtx) Offl Vert(LL) Ver1(Tl) Horz(Tl) In -0.11 -0.19 0.01 (10<) '-J I-J I I/deft >999 >634 nla ~ ,360 !'BO in/a PLATES GRJP MT20 244/190 Weight 180lb BRACING' TOP CHORD BOT CHORD Slructural wood IhIng dreclly aWIled or 6-0-0 oc pl6Iins, e)(cepl end ver1icals. Rigid ceiling dlnic\ly applied or 10-0-0 oc bracing. I , REACTIONS (lbJslze) B=391/13-4-O, 1=724JO-3-8, K=112n3-4-O, M=731134-0, N=290/13-4-O, 0=431134-0, P=3511J.4.0,0=315113-4-J, R:..18113-4-O, 5=161/'3-4-0 Max HorzB=448(loedcase 1) ,I. Max UpIlfl8=--33(load case 6), 1=-135(load case 6), K"'-84(load case 6). M=-2(load case 6). N=-19O(Ioad case 5), a=-199(1~ case 5), R=-19(foad case 7), S=-4B(1oad case 5) Max GravB=391(load case 1), I=724(1oad case 1), K=112(load case 1), M=73(load case 1). N=303(load case 7), O=43(toad,C8Se-'), P=37(load case 8), 0=315(1000 case 1), R:37(1Oad case 5). S=162(load case 7) FORCES (Ib). Maxlmum Comp,essionfMaxlmum Tension TOPCHQRD A-B=0I12, 8-0=-569148, C-O=-551f93, D-E"'-461/108, E-F::::..566I196, F-G=-5961220, G-H=-3081133. H-I=-26OJ130 BOT CHORD a.S=OIO. R-S=0I0, O-R=OIO. P..Q=O/O, o.P=OJO.H-Cr-OIO, M.N:::OIO, l-M=OIO, K-t....201448. J..K=-201448, 1-.F--6OI515 WEBS F-J=-37/276. G-J=-129J191, G-I=-4S3I97, E-N=2681260. e-o=-25912.S4 NOTES (7-8) 1) Unbalanced roof Uve loads have been conslclered for this design. , i 2) Wind:ASCE 7-98; 9Omph; h=251\; TCDl=1.7psf; BCDL=3.OpsI; Category II: Exp C; enclosed; MWfRS gable end zone and c..C Bl;lerioq2) zone.; cantilever left and right8.Kposed: end vertical left and rigt'II exposed; lumber DOl=1.60 ptate grip DOL=1.60. This truss is designed for C-C for ~s and forces, and for MWFRS lor reactions specified. I 3) TMS destgned for wind loads Iillh& plane ollhe truss only. For studs exposed 10 wind (normal to (he face), see BCSl1 and building ~igner requirements. 4) All places are 2x4 MT20 unless otherwise indicated. I 5) Gableslvds spaced at t-4-Qoc. ! 6) Provide mechanical tot'lneetion (by others) 01 truss to bearing plate capable ofwithslandlng 331b uplift s1jolnl B. 135lbuplil\at}olnt I, &4i1b uplift aljolnl K, 21b uplift at .IoInl M, 190 Ib uplift at lolnl N. 1991b uplift at ;oint a. 191b uplift al joWll R and 481b uplift al joint S. I 1) Jllhenegative reactions shown on lhe"Max UpliftM 11M at Ihe ~REACTIONS~ sec110n of this drawing are lor load cases 2. 3, 4, 5, 01 6 Iheh !hey are the result of wtldload cases andthe"P(ovIde~comection. .~1o... wlthslandXXXlbuplift..M nOte Inlhe"NOTES~seclionofthlsdrawln"maybe disregarded wher9 a check at the buldlng code roof Iie-down section does no! result In the requiremenl of roof ties. I 8) All continuous lal91z braces musl be restrained 10 prevenllaleral movemenl of the brace if all braced memberS bvdde In !he same drect!oo. See BeSI-1 Building Component Safety lnformalion and bUldlng designer requirements. i i ! \\\\,11111111"1 ,,"''y. 1.., HEllo:"'" ~'~ ................:'.5'"-',, SO~ ......~G'ST~Ri:...:..~ '%. ::'j/~ 0 '\~~ ~ f No, -= ~ i 60910419 J ~ - . - %. ~ \ STATE OF ill ..... 't2 .. ~.. ~ ~.....!.tvDIA~~......:8 ~;: ?l/"'{~SIONPi.L.~~"" ~/II''.!J,J III \ , /7"..... . r DEe 1 0 2004 lOAD CASEIS) St8l"\dard 12/'10/2004 16:55 FAX 13177383440 DAVIDSON IND -> M 1 HOMES llZI 008 ; Job MlBUK471 T= Trusslwe M1:ButIonA BnsRm.9'Ff,BsmnI:Porch Q GABlE 1 I Job Reference 0 Ilona! 6.0005 May 19 2004 MTek Indvslsi9:l. 101:.. Fri De<:: 10 13:10:152004 Page 1 , Davidson lumber Co., Franklin IN 46131 , '9-6f 0-6.8 7~7.B 7.7~ 15.3.0 7.7.8 1ji-9j8 O~8 .11.114 MT20= ScaJe'" 1:44. H G K' 12.00 r1f F L o T T LUMBER TOP CHORD 2 X" Syp No.1 BOT CHORD 2 X 4 gyP NO.1 OTHERS 2 X 4 SVP No.3 "ExcepT' $lEi 2 X 4 SYP No.2, STS 2 X 4 SYP No.2, 5T5 2 X 4 SYP No.2 BRACING TOP CHORD BOT CHORD ~ctlJral wood~heathing directly applied or 6-0.0 oc purlJns. Rigid ceiling dir~ applied or 10-0-0 OC bracing. WEDGE lell: 2 X 4 SYP No.3, Right 2 X 41 SYP No.3 REACTIONS (lbfsize) 8"B9I15-3-0, N"a9/15-3-O, U=89115-3-0, V"'112115-3-0, W:115115-:>-Q, X:114115-J-O, Y=11Bfl5-3-O,Z=9311S-3-0. T<=112/15-3-0, 5=115115-3-0, R=114/15-J..C. 0=118/1503-0. P"93115-3-0 . . Max Harz EF.249(1oad case 3) . MaJi UpliftlJ=.119(load case J). N=-65f1oad case 4), V~oad case 5), W-=-99(load case 5). X=-B9(load C3S1l5}, Y=-95(load case 5). Z=-129(Joad case 5), T=-58(1oad case 6), &=-t011Ioad case 6). R~9(load case 6), Q=-94(load case 6), P=-122(1oad case 6} : Max. GravB=216(load case 4), NE163{load caseS), U:l1O(load case 6), V=115{Joed case 7), W=115{load case 7), X:114(lOad case 1). Y:11B(load case 7). l'=95(loadcase 7), T""15(load case 8), S=115{load case B). R:114(1oad case"), O=11B(load case 8). P:95(loadcase B) i FORCES (1b).MaximumCompressic:ln.lMaQruTension I TOP CHORD A-B:0I14. ~1$5. ~7113;Z, O--E=-16V124, E.F=-1001f17. F-G=-471146, G-H=-46il73, H-r-4Gl173, I-J=-47/.124. J.K=-47/57, K.t=-91f63,l-M<=-15a171. M-N:-258186, N-O=W14 BOT CHORD 6.Z:-491202, Y.Z=-49J202. X.Y0:..491202, W.X:..49/202, V-W=-491202. U.Y--491202. T-lJ=-491202. So T=-491202, R..s=-491202, Q-R=-491Z02, P.Q"'-491202, N-P--49J202 i WEBS H-U"'-1711O, G-v=-751l3, F-W=--751107, E.X=.75197, D-Y=-TT/l04, c..Z==-61113D,1-T~75166, J.S=-75fl09, K.R=-75197, L..Q=-n/l03. M..p:--611124 NOTES (8) , 1) Unbalanc8d roof live loads have beenoonsldered ror this deSIgn. I 2) Wind: ASCE 7.98; OOmph; 1I=25ft; TCDL=4.7psf; BCOL"'3.0p:sf; Category II; Exp C; enclosed; MWFRS gable end ZllJJ8 and c.C Ex1erfor(2)zone; cantl1ever len andrighl exposed; end verticallel\ and righl exposed; Lurnbtr DOl=1.60plate gripDOL"".00. This truss is deSigned for C.C lor meTnbers and rorws, antf forMWFRS lor reactiOnS specified. ~ 3) Truss deslgl1l!d for wind loads 10 ItU! plane oIlhe ltUsS Ollly. For studs exposed \0 wind (nonnal 10 !he race). see SCSI 1 and building ~yner requiremen15_ 4) AQ plales in 2x4 MT20 uliess oIherwise Indicated. 5) Gable requires continuous boNum choTd bear.ing. 6) Gable studs 'Paced all40 oc. , 7} Provide methank:aI connection (by OIhers)ofln.lSS to bearing pla!ecapable oIwilhslandlng 119lbuplll\a1}oint B. 65lb l.9)lift at joint N. 6;ilbupJift atjolnl V, 99 lbupliftalJo\ntW, 69lbupllftaljolnIX. 95lbupliltaIJoIntY. 129bupDftaljolrdZ. 58lbuplift a1joirH, 1011b uplin8l}olnls. 89lbuplln81JoInl.R. 94lbuplift a1jtXn1Qarld122lbup6ftaljoinfP. .,! 8)" Ifle: negative reactions shown on theMMaJ; UpIifl"lioeoflhe "R.EACTIONSM sedkln oflhls dtawingare for IOacI cases 2. 3.4, 5, Of 6 then lhey are Ine resunof wind load cases and the "Pl'O\Iidernectl<rical comection. .-10 -.. wIlhsland XXX Ib uplift.... note in hl "NOTES. sedkJn orlhls tSrawing'may be tfisreg<Jll!ed where a chedt of the builling code roof lie-down section does no! re:soIl in !he requirement or roof lies. lOAD CASEIS) Standatd \\,,\\11111"11, ,,\\''..(. L. Hellll"", ~" <J ................. .5'" ",,; .$ ~ ~/;..6\STER;;..,:~ ~ '0 .n-V ....0.- ,. ~ ~"") ... ,. "'''/,.. ~ g/ No. \-= = 1 60910419 \ ~ = \ ! = s ~\ STATE OF (l! E ~t>..'" ......:- ~ ~..../"'DIA~~.... ~ $' '.o"'~&S;ONAL..~(j "" f)5~"\ " DEe 1 0200~ 12/10/2004 16:55 FAX 13177383440 DAVIDSON IND ~ M I HOMES 1j1J009 J?b MlBUK471 Truss lrus.sT}'?1l Oty p~ M1 BJrlonA BnsRm,B'FF,Bsmfl\:Porch R GIRDER 2 .JfiJ Reference 0 tional e.DOO:.sMay1920 MTeklncluslnes.lnc. Fri Oee 10 13:10:1621004 Pagel Oavidson umber eo., IlInklin 11'146131 t"18 0-6-8 3-11-4 3-11-4 7-7-8 3-8-4 "-3-'2 3-8-4 15-3-1) 3-,'-4 'r9J8 0-6-8 Scale = 1:44. 5/16 MT2D II D FG~ I~ 6117 MT20~ I 3xl0 M120 II H 3xl0MT;lO II 6,.7 MT20~ 5-2-1) 5-2-0 10-'-1) 4-11-1) .,15-3-0 5-2-1) Plale OfIsels X Y 7 8:0.2-20-2-0 F:D-2-20-2-0 LOADltffi(psl) TeLL 20.0 TeOl e.o BelL 7.0 BCOL 5.0 LUMBER TOP CHORD 2X-'l SVP No.' B01 CHORD 2 X 6 gyp No.1 WEBS 2 X 41 SYP No.3 'Excep" W2 2X4 SVPNo.2, W2 2X4 SVPNo.2 WEDGE left: 2 X6SVP No.1, Rjght:2X6 SYP No.1 . SPACING 2-0-0 Plates Increase 1 ,15 Lumber Increase 1.15 Rep S\ress lm;r NO Code J8C20001TPl2002 Cst Te 0.32 Be 0.66 we 0.38 (MaD) D<FL Vel1(U) Vert(Tl) HOfZ(fl) In (Ioc) ..(l.OB F.H -0.13 F.H 0.02 F lIc:leD j Ud >999' ' 360 >999 I lBO nfa ! n1a Pl...ATES GRIP MT20 2441100 Weight 216 Ib BRACING TOP CHORD BOT CHORD i . SlructlS3lwood sheathing directly appliEld Of ~7~3 DC purlins. Rigid ceiling o-!ed!y applied or 10.0.1) at bracing. REACTIONS (1b'si2-e) 8=5667/0-3-8, F"'5567/G-J..8 Mall Harz 8=;247(1031:1 case 3) M8.I\ UptiI\B=-1831(1oad case 4), F"'.1B31(loildca56 5) FORCES lIb) - Mwimum C~resslonIMulmum Tension TOPCHORO A-B=0I18, 8-C=-546311613, c.~32611877, D-E=-5J26I1871, E..f:;..S48311813, F-G-Gl18 BOT CHORD B-1=-126313707, H-I"'-837!2584, F-H=-1175f3707 WEBS C.I=-125f168, 0-1=.139413792'. [)..H=--139513792, E..fi"'-1251168 NOTES (7-8) 1) 2-pIy t/1J55 10 be connected togetllsr 'IIrith 0.131"x3" Nails as foUows: Top chords oomected as follows: 2 X 4 - 1 row at 0.9-0 oc. Bolfom chords connected as toll'ows: 2 X 6-1'0lIl/S aI 0-7-Ooc. Webs oomected astonowr.: 2 X 4 -111JW i1IQ..9.0oc. 2) All loads are considered 8QIJllIIy appnw \0 all plies, except if noletl as front (F) or badl (8) face iN !HE LOAD CASE(S) section. Ply 10 p~ comedians have been pfo...ded 10 alStribuIe OIlly loads noted as (F) 01 (8), L.nIess oIhenNise indical.ed. i 3) Unbalanced roof live loads have been ~ lor Ih1s design. I 4) 'Mnd: ASCE 7-98; 9Dmph; h--z5fI: TCDL=4.7pst; BCDL:::3.Dpst CategDfy II; E);p C; enclosed; MWfRS gabJe end zone; canti1ever left 80d Iigtd uposed; end wrtIcallel1andrigh\uposed;u.mberDOL=1.61Jp&a1egripOOl:::1.60. _ I ,\,1'11111"11/ 5) Provide med1anical cOM8dIon (by olhers)Oluuss lobearblg plalecapaDle ofWl~ 1831lbuplinatjoird Band 18311b~atgoinCF. ",,~\.. \.. HEI'A~"''- 6)GlfdercamesUe-in~an(s):35-3-0from(H).(ll~15-J-O. :. ,...' :'(l"~ ...:......_. 'VQl ".-: 7) If \hQ negative reac:borl$sI'1oY<tI on the "Mall; Uplin~ line or lhe "REACTIONS" sedion oflhls drawinlJ are lor load cases 2, 3, 4, 5, or 6lhen they are the r8$lll 01 $',.~ ....;:...\STEF/...... ~ ", . w1ndklad cases and lhe"PnlYide medlank:aIromectioo. ."Io~._withstandXXXlbuplift.." noteln1he"NOTES-sectiono!thisdrirwihgmaybe disregarrled ~ OJ .'-;"'~v ~O"'''"''1 ';, where a dleet. of \he bUld!ng code roof ~e-dcPNr\ section does no! result in the requirement of roof lies. i ~ /' "' - .'. ~ ~ B)A1Ia:lrl1iIlJOUSlaleralbnH;esmustbt;restralnedlo~laleral~vementofhbraceifarlbrac:edmembetsbucklein\hesame~on..seeBCS\..l g "") f No. \. ~ BuIlding CmJPOfl9IlI Salsty Information and buitding designer teqUlIements. I =- l 60910419 i = I ;:;. \. fl' :: I -; \ STATE OF ./ :: -' .- ~~.......!NDIA"'''':.''''0'''::S: .i. , '.. .... " """ SION;"'" ",......, ~~" III"", DEC102l1l14 LOAD CASE(S) Slandard 1) Regular: lumber Inaease=-1.15. Plate 1ncrease=1.15 Uniform loads (pIl) Vert: B-F:::-6ll3(F"'-fi59}, A-D=-56. [}..G=-56 12/10/2004 16: 55 FAX 13177383440 DAVIDSON IND ~ M I HOMES I@Olol I M1BUK471 W MONO M 9unon A 6nsRm,gFF .Bsmnl;Porch Job TN" T/\/Ss )'pe Davidson lumber Co., Fr;mklin IN 46131 Jdb Reference 0 tJanel 6.000sMay192004Mi 6l<Jndl/litries.lnc:. Fri Dec 10 13:10;1820 Pagel , ,-0-6-81 0-6-8 7-0-9 7-0-9 I ~ I 5>:6M120-:" , 10-2-11 3-2-2 Scale'" 1;21. 6.00 r;2 W1 W3 B ,~ ,<I, I":" ~ 3~G MT20~ i F I , 3lt4Ml20= bo4 MT20 II 7-0-9 7-0-9 I, 10-2-11 3-2-2 Plateotfse\s XV: 8:0-2_100_1_8 C:0-3-11o-2~ LOADING (psf) TCll 20.0 TCDl 8.0 BelL 10.0 BeOl 5.0 LUMBER TOPCHORD 2 X4 SYP No.1 801 CHORD 2 X 4 SYP No.1 WEBS 2 X ~ syp No.3 SPACING 2.0-0 Plates lnaease 1.15 LumbeI Increase 1.15 Rep Stress lncr YES Code IBC2000fTP12oa2 cs. TC 0.35 Be 0.30 we 0.15 (Malrbt) OEfL Vet1(LL) Vert(Tl) HOI2(Tl) in OOC) .{l,08 B-F -0.14 fJ..F 0.00 E .... >999 >aaz nla Ud J60 180 nI. PlATES GRIP MTlO 2441190 Weight 45 Ib BRACING TOP CHORD BOT CHORD Structural wool, shealting dlleclly applied Of 5-0-0 oc purlins. except end verflcals. Rigid ceiling direcUy applied or 6-0-0 oc brBt;ing. REACTIONS (b'slze) 8'=-46710-3-8. E=42lID-3-8 Max HorzB=-15O(loacl case-4) Max UpliftB=-145<Joad case 5), E,=.9S(Ioad ~8 5) FORCES (Ib) - Maxlrrn.m Compres.sicnlMlWmurn Tllnsion TOP CHORD A-B:::(W12, B-<>-<185/206, C-0;...4321252, D-E~J2I224 BOT CHORD B-F:..139t361. E-F==-56170 WEBS c.F;0I92, o.F;.2J6J043fi NOTES (4-5) 1) UnbalantlGd roefavs loads hoIve been oonsidared lor this design. : 2) Wind: ASCE 7-98; 9Omph; tF25ft: TCOl.....7~1; BCDl--3.Opslj Category II; Exp C; enclosed; M'AlFRS gable end zone ard C-C Exl:erl:0f(2) mne; cantilellBl' lefI8I1dright exposed; end vertical left a'ld riglll exposed; lumber DOL""1.GOp1ale grip DQl;;1.60.. ThIs trus& is designed forCC Jor Il'lumber$ and fQJCeS, andbMWFRSlofraactior:lSspeciied. " 3) Provide mechanical connedfon (by olhetS)aflnls$ to bearing plale capable ofwlthstanCfing 1.i151b uplllaljoiol Band 95lbupfdl atjoin~ E.. 4) II the negative reactions shown on the ~MWl UpUft" line ollhe -REACTIONS" settion of this drawing are forload ta9es 2. 3..,5, or GItjen they are the resull of windkladcases andthe~Plovide mecharical cavleCtion.: row" withstand XXXJbupUft.: note in !he "NOlES' secl!onorthls drawipg may be disregarded where a chedI. of lhe tuldng code root tI&-down section does not resull In the requlrem8nl of roof ties, : 5) AD cm!lnUous Ialeral braces musl be restrained 10 prevenllaleral movement of Itle t:tace Jf aU braced mrlmbers buckle it !he same dlred1on. See BCS1-1 BuI1dlJig componenT SafelY Informarlon and buikling designer requirements. . LOAD CASEiS) Sfan(ta'd \\\\\"11111'" ,,\,\~ L, HEI./v.'llt,s/. .......'~ .............. \S' "" ~ ~ ....~(:,\STc~i;....~ ~ jR~/~ () "\~ '\ = i No, ,= ~ \ 60910419 ! ~ ~ ~\ STATE OF Il! g ~ .. ,/ ~ '.~ .......!.~DIA~~.....~)i: ... . ?J-:J:ONAL ~v . r'~l' DEe 10 2004 12/10/2004 16:55 FAX 13177383440 DAVIDSON IND ~ M I HOMES ~011; I I I GABlE Ml Burlan A BnsRm,9'FF,Bsffifll:Porch Job MIBUK471 TM' X ' TrussTWe DavidSD'llurnbllfCo., FranklinlN46131 JoliReference tional e.ooolS May 19 Z004MTek Ir1dusbies. Int'. Fri Dee 10 13:10;18 2004 Page' 1-0-6-<11 0-6-B 7-1J-9 7-0-9 , :1 1 1 4X4jMT20~ '0-2.'1 3-2-2 Scale'" 1:21. G 5T J F 6.00 f12 E ~ T C W2 1 ~4 MT20 = LOADING (PSt) leu 20.0 TeDL 8.0 Bell 10.0 aCDl 5.0 SPACING 2-0-0 PIa{es Increase US Lumber Increase 1.15 Rep Slfass lna NO Code IBC200M"PI2002 10-2-11 10-2-1' CSI DEfl ;n (1oe) Ifdeft ,Ud PLATES GRIP TC nro Yer1jLL) 0.00 A nil ~20 MT20 2441190 BC 0.02 Vertrrl) 0,00 A nI. .90 we 0.03 Horz(TL) 0,00 K nI. ;n/a (Maim) Weigh\: 56 Ib LUMBER TOP CHORD 2 X 4 gyp No.1 BOT CHORD 2 X 4 SYP NO.1 WEBS 2 X 4 SYP NO.3 OTHERS 2 X'" Syp Np.3 BRACING TOP CHORD BOT CHORD I SlnJdural wood ~heaU'ling direclly applied or 6-0-0 DC plJl1ins. excepl end' vertiCQls. Rigid ceiling djr~ appHed or 10-0-0 oc bracing. REACTIONS (Iblslze) K--2311o-2.11. 8'=92110-2-11, R..136/10-2.", 0=109110.2-". P=11511().2-1', ~12111().2-11, M"'114110.2-11, L~78/1o-2-1'. N=1D9/1().2.11 M<p" Horz B=l~load case 4) ; Max UpllflK....21lload c;lse 4). B=-22(loEld case 3), R=-5S(load case 5), a~('oad case 51, P=-5O{10<1d case 5), O=-48lJoad,case 5}, M=-46(1oad ~e S), l=-82(load case 6). N=-19(!oad case ~ i Max GravK~23{load case 1), B;92(1oad case 1), R;l36{1oad case n. O;109(load case 1), p.:115(load case 1). O=l23(load case 7). M:l17(I08d case 8), l=63(loadc;ase 8), N=l09(load case Q 1 I FORCES (1b)-MaldmumCompressionfMaJjmLmTension i TOP CHORD A-B--0I12. B-C:-127128, C.O=-100146, D-E=-7lV53, E.F::.57IBl. F-G:..311102, G-H=-241113, 1+1=-25116. ....J=-12J41. J-K=-:15128 BOT CHORD B-R=-22J32. Q.R:..22I32. P-O=-22J32. o-?::-22132, N-0=-22132. h,+.N;..23133. L.M=.2JI33. K-l=-2JJ3J WEBS C-R=.861104, D-Q;-7~, E-P=-74f96. F-O=-a3l9O, H-M=-75156, 1-l==-54162. G-N=-70128 NOlES (8-9) 1) Unbalanced roof "\Oe loads have been considfnd lor this design. I 2} W/tJd: ASCE 7-98; 9OrJiIh; tF25n; TCOl:4.7psf; BCDl=:3.Opsf; Calegory II: Exp C; enclosed; MWFRS gable end zone and c-c Ex1erior(2)zone; cantilever left and right ekpOS8d; end vertical left and figt!I BJlposed: lumber OOL=l.6D pl31e grip OOl=l.60. Ttis hAS 15 de$igned1or c.C fOf m8fTlbers and forces, and for M'l.WRS for reactfonS specified. ; 3) TIUSS.designed rOf"wInd loads ill thep\ane of the truss only. Fwstuds exposed loWlnd (nonnallothe face), see BCSl1 artdbulkiing desigrNKrequ/n'mentS. 4) All pfa\es 8I"e 2.1;.11 MT20 mess olharwise indicated. 5) GablereqiJroS continuous botl.om chord bearing. E1) Gable SIUds spaced at 1-4-001:. 7) ProvIde medJanical connedlon (by others) of truss to bearing ptate capabl8 orwithstancfing 211b upfrt\a1jOint K, 221b upriftalJolnI8, 55 ib uplift atjoinl R, 48 lb~ftal~O, SOlbuplirtatjoinl P, 4albuplinatjoinl O.46lbuplJftaljoinlM..82I1H4Jtin aljoinl L ood19Jb uplftatjolnlN. i \\\"'''"11'''1' 8) Ifthenegativereac\ions shown on the "M8lI lJpIift" Ilne 01 the "REACTIONs-sectionafttis drawing are for load cct!ieS 2. 3,4, 5, er6~. D:leyare the resullof ,,\\\ ~ L HEllo:"', windJoad l:3Ses and !he "Pro\Iide mechanical r.omec:tion ..M lo~. . wilhstandXXX Ibupnn. _~ note In the .NOTES. section of this drawing maybe disregarded ", ~'q ..:...... IYO" :I" whetea ~of!he bu~ding c;;Dderoof tie-downsadion does not result in Ihe requiremenI of roof lies. '.$ ~ .....(;\5T E;;.... ~.." 9) All c:ontlnlJous laleral braces mus! be: restrained 10 preverd Ialeral movemenI of !he brace if all braced members buckJe In !he same direction. See eCS"'1 SO'., ~ rr~.o"..""9.. ~ Bulldill9 Componenl Safety Informsti':Jl and building designer requirements. . ~ '"") ./ q- \.:.z.. :. : f No \:. LOADCAsEIS) Standard = i 60910419 ~ :: = \ ! = ~:!,l,\ STATEOF ~! g ~.tJ .... .... ~ ~ ~'.'.~DIA~t::..';..~ ~ '~_~U;S .....,....,.~v y:;;;.\ lilEC 1 0 20114 12/10/2004 16:56 FAX 13177383440 DAVIDSON IND ~ M I HOlIES 19JUlZ MlBUK471 KK MO'" , MI Bur10nA BnsRm,9'FF,Bsmnl;Porch I Job TM' TMSTypll Davictson Lumber Co., Franklin IN 116131 Job Reference 0 lional 6.0~S May 192004 MTelt Induslries, Inc. Frl Dee 10 U10:14 2004 Page 1 ,-0-6-8 I 0-6-8 5-11-8 5-11-8 2x4 MT20 II ScafQ;:;1:1!i, c '00 [12 Wl ~ N '" ~ / Bl i~B X 3-0B POCKET o 2114 MT20 11 3..4 MT20== lOAD1NG (psf) TelL 20.0 TeDl B.O BelL 10.0 BeOL 5.0 LUMBER: TOPCHORO 2X4SYPNo.1 BOT CHORD 2 X 4 gyp No.1 WEBS 2 X.4 SYP No.3 SPACING 2.0-0 Plates increase 1.15 lUJTt)erlncrease 1.15 Rep Suess Irx:r YES Cooe IBC2tlOO/TPI2002 cs! Te 0.40 BC 0.24 we 0.00 (MatriJl) 5-11-8 5-11-ll r--- DEFL in (IDC) "de' i Ud PLATES GRIP Verc(Ll) 0.14 B-D >474 1360 MT20 2441190 Ver1(Tl) 0.12 B-D >563 :180 HOI"l{TL) 0.00 "'. ! RIa ! Weighl:24 Ib BRACING TOP CHORD BOT CHORD I SlnJctul'aI woodi.shea1hi1lg directly apptied or 5-11-6 (J(; puiins, except end verticals. Rigid ceiUng o"ecaly applied or 10-0..0 DC bracing. REACTIONS fIb/size) 9=28510-3-8,0=24110-1:8 MSll HorzB=l33(load case 5) Mat UpliftB=-139(load case 5), 0=.172(1000 case 5} FORCES lib). Maximum CompresslonlMaximInl Tel\Slon TOP CHORD A-I9OJ4, B-C''''''40100, C-D:<-l561244 BOT CHORD B.O"'OJO NOTES (5) 1) Wind: ASeE 7~98; 9Omph; h=25ft; TCOL=4.7psr; BCOL=3.0psf; Calegory II; ElIp C; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; canlllever left and'righl eltpOSed; end vertiCal left exposed; pordlleft and right tnlposed; LuntJer DOL=1.60 plale grip DOl"'1.60. This lnJ55 is dbSlgnecllorC-C for membels and forces, and for MWFRS for ~ctions specihd. ' 2) Bearing aljoint(s) 0 consIdeIs parallel 10 grain value using ANSlflPll.1995 angle 10 grain formua Ellrildingdes.igner sho\lId vemycapadty Dfbearing surtace. ' 3) Provide mechanical oonneclion (by otheJs) oftnlss 10 beanng plate aljoinlls) D. I 4) Provide medlanicat'connecUon (by Dlhefs) of truss 10 bearing plate capable ofwithslardng 1391b uplift atjolnt B and 172lbupllft atj~ D. 5) If !he negatI\Ie reactions shOWn on the "Max UpW Dneoflhe"REACTIONSwsec1ionoflhis ~arefor.load cases 2, 3, 4. 5, or-Ei ltn:ln lheyare the result of wind wad cases and the "Provide mechanical connection. ,"10 "., wilhstand XXX Ib uplilt. .R nole In 1he "NOTES"" sec\lon of IhIs. drawing may be dlsl'egarded where a check of the builtDng code roof tie-down sediOl1 cIoe5 nlJ! resullln the requlremenl of root lies. I LOAD eASElS) S1andard \\\,"'1111""" ",'.:, l H ~1. 1111 "'H' . 0;: 'A. " ~ ~ .............:'15'...--.. ~... ~ .....~C;\STER€....-" i'~ ~O...~ :O'~""Z,~ S"")/ \I'~ : ; No. '\-: = i 60910419 ! = %-:9-\, STATEOF .(li J ,:-_t2 '. .." ~ ~ ~".!.~DIA~t::....;...~ $' ~",;~S~O..N"";';""~~""''''''' - "~I ru- \' y~lIl1lr DEe 1 0 2004 12/10/2004 16:56 FAX 13177383440 DAVIDSON IND -> M I HOMES I@U13 MlBUK471 u Truss Type GABlE 01, P,y M1' BunanA BnsRm,9'FF,Bsmnl;Poreh I Job Reference lienal 6.00q s May19 2004 MTelIlnduslries.lnc. Fri Dee 10 13:10:14 2004 Page 1 J9b TNSS Davidson Lt.Wher Co, Franklin lN46131 I-O-HI 0-6-8 5-11-8 5-11-8 b4 MT201l Scale'" 1:18. F 2x4 MT20 II 6.00[1"2 b4 MT20 II o W1 2Jl4 MT2D 11 ST3 , ~ ST2 2x4MTZO 11 .b'" MT20 II 3x4MT20= b4MT2011 b,4M12011 5-11-8. 5-11-8 LOADING (psf) TeLL 20.0 TCDL f1.0 BCU 10.0 aCDl ~.O LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP NO.1 WEBS 2 x 4 SVP NO.3 OTHERS 2 X 4 SVP NO.3 SPACING 2-0-0 PIales Increase 1.15 l1l11ber Inctease 1.15 Rep Stress Iocr NO Code IBC2000fJP12002 CSt Te 0.15 Be 0.02 we 0.04 (Malrb:) " DEft Verl(Ll) Vert(Tl} Horz(Tl) .. (100) 0.00 A 0.00 A 0.00 G IJdeft Ud n/f ! 120 M 90 nfa nfa PLATES GRIP MT20 2441190 Weight:31lb BRACING TOP CHORD BOT CHORD I ; I S\rUctlJral WOOd shealhl1lg d1reclly applied or 5-11-8 DC purtins, except efld verticals. Rigid ceiling' di~ectly applied or 10-0-0 oc bracing. REACTIONS' (lbIsize) G=40/5-11-8, 6:105/5-11-8, 1-F1231S-1H,I=9BJ5-11.6, J:::;15515-11~ Mall HorzlF1331load case 4} Max UpliltG:::;..21(k1ad case 4), B=-11(load case 3), H",-~load case 5), 1=-43(load c:ase 5), J;-77(load case 5) FORCES (lb) - Maximum Compr~imt.m Tension TOP CHORD A-fJ:;;0I4, B-C=-151131. c-D:::;..76119, O-E=-59128, E-F=.J9I55, F-G=-2at24 BOT CHORD B-J=-26J66, hl=-26166, H-1=-2fil66, G-I-I=-2&'66 WEBS E.H=-78111e. [)..F-68/96, C-J=-104J177 ~s (~ . i 1) V'Ilnd: ASCE 1-98; 9Ornph; 11=2511; TCDL=4.1psf; BCDL=3.0psf; Category II; EJlP C; enclosed; MWFRS gable end zone and C-C Exteribf(2) zone; cantUever left andrigh! exposed; end vertiCal left and IigtJI exposed: LLmber DOL=1.60 plale grip DOL=1.60. Ttis truSS is designed for C-C for members..w forces, and for MWFRS for reactions specified.. : 2) Truss deslgneG for wind ~ lnthe plane of Ihe 1fUSS only. For studs exposed 10 'Hind (normal 10 lhe fal;e), see BCSI1 and buDding d~ner reql..Vemeflts. 3) Gable reqWe5 c:onhJous bot1orn rJlorcI bearing.. I 4}Gablestudsspamdall-4.ooc. .' 5) Provide mechar'lical comection(by others) of truss 10 bearing plalecapable ofwllhslardng 211b uplift a1joinl G, l11b upIJnatjaifll B, 50 Ib uplift a1.joir4 H, 43 lbupliftaljointland-nlbupIdtal,lolnIJ i 6) tf!he nogaItvereac.tionSshawnon the ~ Uplirrline of the-REACTIONS" sedion orlhrs drawing ate for load cases 2, 3,4, 5, or 6 U1en they are the result of mnd load cases and the "PrcMde mecharicaI c:onnedi1ln. ,"10 ",' wilhslBndXXX I:) uplift, .. note in lhe "NOTES" section of lhis draWi6g may be. disregarded where a dletk 0' !he building code roof lIe-down sec1lon does not resul'l in the requlrement of roof ties, ! LOAD CASE{S) Slandard \\,,,"1111",,, ,!\",\\ ~ L. HE!. """'- _~ ~ ,........... 1\1& ~ .$ 00:) ...<~f~\STER'ii'.....""- ~~ ~ _ ,,<, :0 ..~ -:; .... J.' . I>'" ' 2 ! No, '\ ~ :: [ 60910419 j ~ \,"1l-\ STATEOF ,~! j ,_ 'tJ. '. l':- ~ ~....,!.~DIA~!::.,..' ~ ,~ ~"';,~SIONAl.~c:.."'~ . ;!..!p \\\ . '. ~ '11'11\ < . I DEe 1 0 z004 12/10/2004 16:56 FAX 13177383440 DAVIDSON IND ~ II I HOliES ~U14 Job M1BUK-471 N" Truss Type GABlE Qty Ply Mil Bur10n A BnsRm,9'FF,Bsmnl:;Porch i Job Reference lioncrl 6.000 s ~y 19 2004 MTek Induslries, Inc. Ul 46-8 0-9-6 3-7-8 3-7-8 2;.1.4 MT2011 I Fri Dee 10 13:10:15 2004 Page' I Davidson Lumber Co., Franklin IN 46131 o I Scale;; 1:10. 6.00 [12 c W1 ST, . ~. ., ~4MT10= 3.7-8 3-7-8 2K4MT?OII 2,.4 MTi'? [I LOADING (PSt) Tell 20.0 TCDL 8.0 BelL 10.0 aeDl 5.0 SPACING 2-0-0 Aaleslncre.ase 1.15 LlJ'TIber lnaease 1.15 ~epSlre&Slnct NO Code 18C20001TPI2002 C51 Ie 0.06 Be 0.03 WB 0.05 (Matrix) DEFL In Vetl(LL) 0.00 Vert(Tl) 0.00 Horz(TL) 0.00 (loe) A A E Ude' nI' nI, nla , IUd :120 190 :nJa I PLATES MT20 GRIP 244/190 LUMBER TOP CHORD 2X4 SYPNo.l BOT CHORD 2 X 4 SVP No.1 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP NO.3 BRACING TOP CHORD BOT CHORD I I I Strutllxal wood sheatting direcUy appllad or 3-7-8 oc purlins, S}lcepl end verticals. Rigitl aliing d1r~ly applied or 10.0-0 oc bracing. Weigh\: 17 lb R~CT10NS (Ir>>'Size) E=19J3-7-8. 8=11613-7.8, F=19~7-8 Max HorzB=84(IOad case 4) Mall UpllflE=-11(loDlf case 4), B=-.34(load case 5), F"'--86(1oad case 5) FORCES lib); Maximum ConvessionlMaxllll\lm Tension TOP CHORD ~-~Q14, B-C=-76136, C-D=-25138, O-E=-13J12 BOT CHORD B-F=-16J41, E-F=-1&'41 WEBS C..f~1241204 NOTES (6) : 1) Wind: ASCE 7-98; OOmph; h=25f1.; TCDL=4..7psf; BCDLo;;3.Opsf; Calegory 11; Blp C: endosed: MWFRS gable end zone and C-C E.l.1~Z} zone; eanlilevar len andrigtll expoeed; ~ vertical left andJisht eJqlOOed; L.u1'llbet" DOl."1.60 p1ale grip DOL=l.60. This trUsS is designed lar C-C fer members andfurC8S, and lor MWFRS for reac1ions specil\ed.. 2)"Truss ~ for wind loads In Ihe plane of the InJSS only. For studs e.x.posed 10 wind lnormallo the face), see BCSI1 and building designer rvqLi"rements. 3) Gable reqlires (".DI1tlnuous bottom c;t\ord bearing. <I) Gable s1uds spaced at 1-4-0 oc.. 5) ProvIde mechanical connection (by 01hers) 01 truss 10 bearing pJa:le capablO 01 withslanding 11lb uplift atjoinl E. 34lb uplift at joint B and:fl6Ib~f1 al.joinl F. 6) If the neijaIiw reactions shawn onlhe 'Max UpIifI" line of the ~REACl10NS~ secIIon oIlhis draMng are for Joad cases 2, 3, 4, 5, or e lhen by aralhe resull of wlndload c;ases and the "'Provide mechanical connec:lion. ....10". _ wtthst8rJd XXX Ib upun..- note iN !HE "'NOTES" section t1fthis driJWi"91nay be disregarded' where a chedt of the building code roof li8'-(\oym section does not resullln the requirenenl of roof ties. i \\\\\11'''''''', ",,\\ \'\ L. H E/."III,,1 ~,~<i! .........-.. /1I1S'" ~ O~......~G\STE.9;......._~ ~ ~"':)_..q.: 'O...~~ ~ ! No \"'t- :. - - . .- = ~ 60910419 ) ~ \~\ STATEOF /lEf ~~~('~/~!?!~~~../.~$ ',,~""o'/ONAL ,-"", 0~" \"'r ~_?J" \I'a DEe 1 0 2004 LOAD CASEIS) Standard 12/10/2004 16:56 FAX 13177383440 DAVIDSON IND ~ M I HOMES I 1410151 ..........."L..._ J~b MIBUK471 T"", V1 Truss Type MI Bvr10nA fWRm.9'FF,8smnl;Porch 1 JOb~ererence Iiona! 6.000$ May19 2004 MiTelk Induslries, Inc. I , Fri Dee 10 13:10:16 2004 Page 1 VAllEY Davidson lumOer Co_ Franklin IN 46131 8 0-11-8 0-11-8 c , '-11-0 !.. 0-11-8 ; Scale;- 1;5. b4MT20q '-11-0 ,-11-0 I 2x4 MT20,,:-' Plole Offsels X Y: 8:0-3-0 Ed LOADING (psf) leU 20.0 TeOl 8.0 BeLL 10.0 aeeL 5.0 SPACING 2-D-/) PIaIes Increase 1.15 Lwtber Increase 1.15 Rep Stress Inti' YES Code IBC20O\VTPt2002 CSI Te 0.00 Be 0.01 we 0_00 (Maln)!) DEFl Vert(ll) Vert(Tl) HClrz{Tl) ~ nI. n}. 0.00 (lac) --:;--6- nla 999 rJa 999 nla ;nJa , PLATES MT20 GRIP 244/190 C Weight61b lUMBER TOP CHORD 2 X4 SYPNo.1 BOlCHORD 2X4SVPNo.l BRACING TOP CHORD BOrCHORD SInJCl\.I'a1wood ShealhiJlg diJecUy applied or '-11.0 DC pU1lins, Riglr:l cemng d-.,e?ny applied or 1Q..O-O DC bracing. REACTIONS (lb/sIze) ~3411.t1-O. C"'3411-1'.D MlPl HorzA"'-19(load r.asv 3} Max UpliftA::-9{I08C\case 6). (>-9(load casu 5) FORCES (Ib)- MalUmum Compressioo/MalOmumTenslon TOP CHORD A-B=-21112 8-C:.-21112 I 80T CHORD A-C=:-6J13' I HD~S ,~ ! 1) Unbalanced roof Uve loads tlBV8 been considemd fllr this desfQll. , 2) Wind: ASCE 7-"98; 9Omph; 1'F25ft; TCDL '=4.7psf; BCDL-3.Opsf; Category II; Exp C; endosed; MWFRS gable end zone and C-C E:xIeriof{2' zane: caOOlever left ana rigtt ~ ; end ver!lt;aIleft ami right exposed; LumbeT OQl=l.60 plate grip DOl=l.60. This truss is designed for c.c for meIjlbers and fortes. end ror MWFRS for reacllons specified. 3) Gable requ1res conllnuous boUom ciJord bearing. i 4) ProVide mechanical c:;omec1lorJ (by 00100;) oJ b'USS to bBaring pIale capable of wittlslanding 91b uptift at joint A and 9 Jb uplift al joInl C. 5) If thu f19Q8tfve reactions shown on !he -Max Uplift" 1Ine 0' ItJe "REACTIONS'" sectIon of this drawing are for load cases Z. 3. 4, 5. a' 6 then they are the restI1 01 wind load ca5e$and lhe"Provlde mechanical comectIoIl. .-ru". _ wl!hstandXXX Ib uplift. ." note In !he "NOTES. section ollhis drawingjmay be disregarded where a check or the building code roof lIe-down section does nol result In !he requiremenl of rool ties. i lOAD CASE(S) standard \\\\1111111111, ",\\\\ \"\ L. HE;"'"" " ~<? ........... IJ\! " ~ O~...<~G\STi;t....~A -~~ ~ ~ t' ~ C$'O...~-~ ~ / N .\~;. :: i 6009'10 . \ ::: =, 419' = ~t\ STATEOF ~; f ~~"".h.. ..-.:- ~ ....:..,.DIAN~ ...... $ '", i'. ..-........... ~ ,~ y~~,~NA \\"",... -;::::'~' 11\\' DEe 1 0 2004 12/10/2004 16:57 FAX 13177383440 DAVIDSON IND -> ![ I HOMES 1410161 I I Job T~ nJ$SIype .Ilx4 MT20 , MI Burton A BnsRm,9'FF .Bsmnl;Pcrch JOblRefOrenCe nal 6.000 S ~y 19 2Q04 MTek Induslries, Inc. Fri Dee 10 13:10:17 2004 Pagel I ; 3-~1~O l ! M1BlJK471 V2. VAllEY Davidson luntler Ce.. Franklin N 46131, 1-11-l! 1-11-8 g A 1-1,-a I I 5cala:::-l:9.4 I I I 12.00 fT2 S11 c ., LOADING (psi) TeLL 20.0 TeDL 8.0 Bell 10,0 BCDL 5.0 SPACmG 2-0..0 P1aleslncrease 1.15 Lumber Increase U5 Rap Stress lna YES Code 18C2000rrPl2002 ' cs. TC 0.03 Be 0.02 WB 0.01 (MalliK) ~4\1rQ,11 ?~Jl.11IT?n,' 3-11-0 O<FL In (Ioe) 'don iUd PLATES GRIP Vert(U) nI. ". 99S MT20 244/190 Vert(TL) nI. '" 999 Horz(Tl) 0.00 C ni. in/a Weight 151b ?dlrr?nh LUMBER TOP CHORD 2 X 4 gyp No.1 BOT CHORD 2 X" SYP NO.1 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD a"OT CHORD Slructural wood shealhingdirt!Clly applied or 3-11-0 oc purllns. Rigid celIlng direflly applied" 10-()"o ac bracing. I REACTIONS (lbrIsize) A=81J3-11.Q, C<=B0J3..11.0, D:::1151;)..1'...() Mu HorzA=50(1oad cese 4) M311 UplinA=-29(loatl case 6), C>=-29{load case 6), D--7(1oad case 5) FORCES (ll). MaJ;imum ComprE$SionlMaximum Tension TOP CHORD A-B=-50134, B-C=-S0l29 BOT CHORD A-O=.'4129 C-D:;.'4J29 WEBS 8-0=--55124' NOTES (5) I ') Unbalanced rool fIye Ioatis have been consldered tor lhIs design. I 2) Wlnct ASCE 7-98; OOmph; h=2Sn; TCOL:4.7psl; BCDL"=3.t)psf; Calegory II; Elp C; enclosed'; MWFRS gable end zone 8Ild COC Ex1eriOl'(2) zone; cantilever left andrighl ~ed; end vertical left and righl &JqXJ:Sed; Lumber 001.."'.60 plato gripOOl=UO. This truss is designed rorG-c for ~ and ror~, and for MWFRS for reactions spedlied. ' 3) GabJe requires contimJous.boIlom chord bearing, ,i 4) Provide mechanical connection (by others) of truss tobearfng pfale capable ofwilhGlandJng29lbupJift atjoinlA. 291b upljft atjoinlC and 71b uplift sljm D. 5) lIthe negative reactiOnS shown on Ihe "Mall Uplift" line DfIhe~REAcTlcms-section olltis dr3Wing are for,1oadcases 2, 3, 4, 5, Of6ther1 they are the reslAt of wind load cases and the "Provide mechanical connection. :10".. withslandXXX Ib uplift. .~ 0019 ill 0,8 "NOTES" section ollhi$ dl'awin~may be disregarded where a dleck of !he building Ctldu rooJ' Ue-tkJwn sec1IOCI does no! re5lit In She requirement of roof ties. LOAD CAS~SI Standard ","1111111"11 "'....L Hili _-' ~p . l:/"."_ . ...~~<<) ............. ,y~if..oI': ~O :.{~G\STe.9...., ~~ ~ "':\." ~ ~o"..._~ ~ ~ ... \~ ~ - . No ..~.; - . \ - ~ !. 60910419 1 ~ ~t\ ! g ~ \ STATE OF (li ~ ~' . ., ~ ~.......~tvDIANf' ...... $ ,-~\\.... .., ,..':>' - '-", "'~~ .....h....~0-' ...... "'I ONAL to'- y~I~:~ l' 02004 12/10/2004 16:57 FAX 13177383440 DAVIDSON IND Job MIBUK471 TN" Truss Type \ VALLEY Ml BUMonA BnsRm,9'"FF,Bsmnl;Porch JJRerere.nal ~ 6.00015 Ma)"9 2004 MTek lndu.slTieS, Inc. VJ Oavld:1011 Lumbe1 Co_, Ffanll~n IN46131 2-11-6 2-11-8 5-11-01 2-11-8' i , i 4)1:4 Ml20= B -> M I HOMES 1410171 I I , --I Fri Dee 10 13:10:17 2004 page' 2114 MT20..} 2x4 MT20 II 5.11-0 5-11-0 LOADING (pst) Tell 20.0 TCDl 8.0 Bell 10.0 BCDL 5.0 SPACING 2.(1.{) PJaleslncrease 1.15 Lurrberlncrease 1.15 Rep Slress lnet YES COde IBC2000rrPI2002 cs! Te 0.08 se 0.05 we 0.02 (Malm) DEft Ver1(Ll) Ver1(n) Horz(Tl) in (toe) IIdelJ ""a nJa nJa nla 0.00 C nJa IUd i999 !999 in/a 1 2x4 M120~ PLATES GRIP MilO 244/100 Weight 231b l.UMBER TOPCHORO 2X4SVPNo.l BOT CHORD 2 X 4 SYP No.1 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD , SlrudU"~ wood ISheathlng diredly applied or 5-11.0 DC purlins. R1gldceWng diUfllY applied 0( 1O-0-C1octJracYlg. REACTIONS (Jblslze) A=1Jl/5-11-o, C-=131/5-11-O, 0"187/5-11-0 Mall. HorzA<;-82(load case 3) Max Uplif\A=47(load case 6). C=-471Ioad case 6), D=-11(load case 5) FORCES (Ib) - Max.im\m Compresslm'Maxlmum Tension TOP CHORD A-B=-Il1/55, e..CK.81f46 BOT CHORD A-D:-22146, C-D:..22146 WEBS B-D~9JJ9 NOTES (5) ') Unbalanced roof ilvG loads have been considared JOf Uis desipn. I 2) Wind: ASCE 7-98; 9Omph; tF251t;TCDL:4.7psf; BCDl=3.Opsf; Category II; Exp C; enclosed; MWFRS gabfe end zone and C.C~2)zGOe;canlilevw lefland right exposed; endvt!f1jcallefland fighl exposed; lumber DOl=1.60 plale grip 001.""1.60. This bu5a is deslgned for c-C lor members 8Ild rorces. and for MWFRS for reacUans specified. I 3) Gable requires continuous boltem chord bearing. I 4) Pro\IIde mec.haticaI c:omecllon(by olhtn) 01 truss tD bearing plate capable ofwilhstanding 471b uplift aljoinl:A. 471b upflft aljoinl C and 111b uplift aljoinl D. 5) I1the negas;.,ereactiDnsShO\Nrlonthe.Max Upfift" llneofttJe "REACTIONS- section of lM drawing are for load cases 2, 3, 4, 5, Of 5 ~ they are the resull Dr wind loadC4iSeS and the .Prollide m~ca1 col'lllltCtion. ,"\0", ,withstandXXX Ibuptift. ." note ill the '"NOTES".section or this draWirtG may bedisregan1ed where a dledc of the btilding wde rool t1e-dowo section doeS not result In the requirement of roof ties. LOAD CASE(S) Slandard \\\,"11111111',/ ,"\\~'r\ L. HE:/"", ......... ~ .,.......... ~n :I" .:>'O~ _--;::,GIST':';;-'- "':' " .... .'n...~ ~~-,-. ". -~ ." $;; ..... ,. ~O\."Y ~ ~ i No ,,'Z-~ -' . ,- ~ ( 60910419 ) ~ -~' . - ~ \ STATEOF ~i " ~ ~\. ..' ~ ~_ ~l"".~'1'DIANf'....,'" ~~ ',. ts8/j .............. ~ ...... "'" ONAL \,-", ~~""\\\'f DEe 1 0 Z004 Scale = 1:17 12/.10/2004 16:57 FAX 13177383440 DAVIDSON IND -> M I HOMES ~018 I IJ"" ~1BUK4 71 lTruss V4 TrussT)pe MI Burton A &1sRm,9'FF,Bsmnl:Porch VAUEY 4)14 MT20== Jotl Reference 0 Ilona! 6.00015 May 192004 Miek InduWies, ne. I 7-11-d 3-11-d i Fri Dee 10 13:10:17 2004 Page 1 D8vidson Lumber Co., Flaoklin IN 46131 3-11-8 3-11-8 I Scale :0: 1:22.2 B 12.DO [Tf T1 A b4 MT20~ ;b:4MT201l 7-11-0 7-11-0 CSI DEFL In (1oe) Udet :Ud TO 0.15 Verl(Ll) rJa rJa .999 BC 0:09 Vel1(TL) rJa rJa 999 WB 0.03 H0J2jTl) 000 0 rJa :nfa (Mallix) , I 2x4MT20" lOADING (PSf) Tell 20.0 TeDL 8.0 BeLL 10,0 BCCL 5.0 SPACING 2-0-0 Plallls Increase 1.15 l.urnberlncrease 1.15 RepS~~lna YES Cacle IBC20001Tf'I200Z PLATES Gmp MT20 2441190 Weight J21t1 lUMBER TOP CHORD 2 X.tI SYP NO.1 BOT CHORD 2X4 SYPNo.l OTHERS .2 X 04 SYP No.3 BRACING TOP CHORD BOT CHORD , Strud\Jral wood Shealhlng direc1ly applied or w.o DC pur1ins. Rigid ceIIIfl9Iif~IY applied or 10-0-0 DC bracing. REACTIONS (Iblsize) A"'181n-l1-o, C=18ln.l1..o, D=25917-11-0 Mu HorzA=-llJ(IOacl case 3} MiIJt UpHflA=-65{load case 6), C=-65(load case 6), O=-161,1oad case 5) FORCES (Ib)" Maximum Cofllll'essIorVMa:dmum Tension TOP CHORD A-B=--113176,8--(>-113162 BOT CHORD A-J)=-31/64. C-D=-31164 WEBS Q.O=-124/51 NOlES (5) 1) Unbalanced roof6ve loads have'been ~derl'd fur ItlIs design. 2) VVlnd: ASCE 7~98; 9Ornph; h=25l\; lCOl=4.7psf; BCDl=3,Opsf; Category II: Exp C; enclosed: M'NFRS gable endzoneand c.C Exlerior!'2) zone; t:arll~evef te1I. and right eaposed; end vvrticuIlell and right expo5Ud; It.mber DOL=1,60 pJale grip OOl=1.60. This InJss Is designed fw C-C ltlf mei.nbefs and rOfl:es, and 10r MWFRS lor rea&1ion5 spedfied. ! 3) Gabfe requires conlInuous bottom chord bearing. ; 4) Provide rnac:f1an!c3connedion (byDlh8rs) oflruss to bQaring plaUtc:&pable ofwilhstandillg'65lb uplift atjointA. 651b uplift atjoinl C WId; 161b uplift atjoln! D. 5) lfltJenegativurnactions shOwn on !he "Max UpUft" flnEl 01 the "REACTIONS. section-of !tis ihwingartl for load cases 2. 3. 4, 5. or6lherlthey are the resuII of wiOO load cases and the "Provide mechanical connection..- to -. . wilhsland XXX Ib uplift. ,. noIe in the "NOTES" section of this drawing maybe di5regarded wtlere a check. or me building code root tie-down secdon does not resl.dl in !he requIrement of roof ties. WAD CASEIS) Standard \","1II1Ililll ,\\ ,'L H'" ...........' t")p . E't,4~ "" ,:; ~~ ...---.--.. 'Y.s>" ~'O~ '-iG\STi~"'" ~-:., S""j ...:'.'~ ~a"',,?:':;. ;;: ." "\:,.,' ~ ::: i No. \ ~ :. ~ 1 60910419 j = ~'}il,\ STATEOF ~j f ~~.. h. ."'" ~ . ~l.'....~y'DIAN~ ./ ..~ ", is'SA .................. ~ ..~ "'" ONAl "", ~?'IIIlIIII\'\'r DEe 1 0 200~ 12/10/2004 16:57 FAX 13177383440 DAVIDSON 1ND ~ III 1 1!Ulllh~ Ii!I U1"' 1 Job T"'" Tru5SType vALlEY Ml Hurlan A EY1sRm.9'FF ,Bsmnt;POfc:h t.Q6UM71 V5 Job'Reference 0 !101'la1 6.000 " May 19 2004 MiTek Industries, Inc;. I i ri Dee 10 13:10:17 2004 Page 1 I Davicl:sOll Lumber CO., FrankMn IN 46131 4-11-S 4-11.Jl 4x6 MTZO= 9-11-11 4-11.B I , SCale:: 1:26 I I B A 4>:4 MT20q 2x4MT20lJ 9.11-0 9-11-0 CSI DEFL " (loc) Udell IUd TC 0.15 VeJ1(LL) nla nla 999 BC 0.17 Vert(lL} nla nla 999 "" 0.07 Hon(TL) 0.00 C "'a !,ya (Ma"') I 1b:4 MT20~ lOADING (psf) Tell 20.0 TCDl lW BeLL 10.0 BCDl 5.0 lUMBER TOP CHORD 2 X 4 SYP No_1 BOT CHORD 2 X 4 SYP No.1 OTHERS 2 X 4 SYP No.3 SPACING 2-0-0 P1ales Increase 1.15 l\llTlbtflncrease 1.15 AepSlresslncr YES Code IBC2000fTPI2002 PLATES GRlP M120 244/190 Weighl:4,/tl BRACING TOP CHORD B01 CHORD , Structural wood ~alhing direcUy apptied 01 6-0-0 oc purlins. RIgid ceDing ~Iy applied or 10.Q-Q oc bracing. I REACTIONS (lb/slze) A"'211/9-11-o, C=21U9-11..(). D=37DJ9.11...Q Mall HorzA=l44(load case 4) Max Uplil\A=-SB(load case 6), C-.58(load c;asll 6), D=-70(Ioad case 5) fORCES (111). Maximum CompresslorYMaximumTenslon TOPCHORD A-B=.165198.8-C=-165182 BOT CHORD A.D~-<l1'60. C-D=-<l118O WEBS S-D=-173175 NOTES (5) 1) Unbalanced roof he loads haw been considered for IJjs design. 2)WI1d: ASCE 7-98; OOmph; tr:25f1.; TCDl=4.7psl; BCDl=3.0psI; CaIIlgOl)' II; Exp C; enclosed; MWF-RS gable end zDrJeand C-C ExIeriOf( ) zone; cantilever left and righl hposed; end ver1icaIleft and right expor.ed; lumber DOL:01.60plalegnp OOl=-1.60. This IrusS i$designed lorC-C lor merpbers and fDroes. and for MWFRS for reactions spedliacl- ' 3) Gable requires oontinuOus bottom dlOnJ beanng. . I 4) Pravlde mechanical comedion (by olhers) of IrusS to bearing plale capabl& oIwilhstanding581b uplift aljointA. 581b upIi11 atjoinl C ancil0 rb uprlft BtJolnl D. 5) If the negative reactions shown on the "Mall Uplift" h of JhQ "REACl1ONS" section or this dravNig are for toad C3Se$ 2, 3, 4, 5. or 6lhen they are the result 01 wind load cases and lhe.Prov'ide mechanical alnnedlDfJ..~ lo~. . withstand XXX Ib uplift. ."nole in the "NOTES"' sectlon o(!hls c:Wawing:may be disregarded where a d1et:lt ollhe bl.iIding code roof Iie-<Iawn secIkln does not rt$ull In !he requirement of roof ties. LOAD eASElS) Standafd \\\UHIIII"'I/ "",~~ L, Ht:/"'" -,' ..._~ .......... "'... '" ,'r_V .' ST'" "". , ~O"'J ."'<.G\ ~':"'" "--:. , /~~ 7~~-~ ~ ~ ":)..? ,,- ....(:)'.."'Y-'O:- ~ ! No \,?-;' -: . ,... ~ 1 60910419 \ ~ : J],!, f :: ":~ \ STATE OF l/ ~ ~ .... /A, .....:- " ...,vD/Atip...' .:- ;";'~~i'....-"""""" ~ ...,' ~" ONAL ",", " ,\\ ~" "" I DEe 1 0 2004 12/10/2004 16;58 FAX 13177383440 DAVIDSON IND " M 1 HUMhS tm uz u' I V6 Truss Type VAlLEY Mj&r1onA BnsRm,9'FF.B&mnI:Pordl Job i..mUK471 T,"'" Va dson lumber Co., Franklin IN 46131 JoU Reference lionel 6.0oo!l May 19 2004 MTek ndusbi&..Ii1c:. Fri Dee 10 13:10:17 2004 Page 1 5-11-8 5-11-8 4)0:6 MUD= 11-11-0 5-11-8 I Scale: 3/8"", 1 B A LOADING (psf) TCLL 20.0 TCDL B.O BelL. 10.0 BCDL 5.0 L.U,",PER TOP CHORD 2)( 4 gyp No.1 BOT CHORD 2)( 4 gyp No.1 OTHERS 2 X -4 gyp NO.3 SPACING 2-0-0 Plaleslncrease 1.15 lumberlnaease 1.15 Rep SUess Incr YES Code J8C20OOITPI2002 CSI Te 0.22 Be 0.25 \'VB 0.12 lMaIltx) 3x6 MT20,,' I 2.Jo:4MT20 11 I 11~11-0 ---1 I 11-11-0 OEFl. ~ (loe) IIdeft ;l)d PLATES GRIP Ver1{lL} ,." ,." ,- MT20 244/190 Verl(Tl) ,." ,." Il99 Hor.z(Tl) 0,00 C ,." in'a Weight 49/b 3116 MT20~ BRACING TOP CHORD BOT CHORD I S\rUctural wood ~a1hing dIrecUy applied or 6-0-0 DC pUl1ins. Rigid ceiling dlredly applied or 1().{)..(1 DC bracing. REACTlONS (Ib/size) A=257111-1'-O,C=257fl1-11...Q, D:.450111.11~O Mou:; HorzA=-176(Joadcase 3) Mou:; UpllflA=-70(IOad case 6), C=- 70{Joad case 5), D=-85{load case 5) FORCES (Ib) - Maximum CompresskJnlMaximum Tension TOP CHORD A-8=-201/119, B-C:-201197 BOT CHORD A.{)=-5OI98. C-D='-5OI98 I WEBS B-D:.211/88 i NOlES (5) I 1) Unbalanced roaf Jive loads have been consider(KI for !his dt!sign. ' 2) 'MncI; ASCE 7-98; 9Omph; h=25n; TCDL=.1.7~f; 6CDl:JJlpsf; Category II; Exp C; endosed; MWfRS gable eodzoneand C-C Exterilx(.2)zone; can~Jever Jell and rlghl aposecl; end vertical left and righl exposed; Lumber DOl=UO pIalegrip DOL=1.50. ThIs lrUssis designed for C-C lor members and forces, and fer MWFRS fat reactions specified. 3) Gable requires COf1tinuous bonom chord bearing. i 4) Provide mec:hilnlcawmectian (by others) of lnSS 10 bearing pIale capable ofwilhslanding 70 Ib upIjft aljointA. 70 Ib upTill aljoinl C and B5Ib upun aljoinl O. 5) If I1e negative reactions shawn on the "Male up~rr fine of the ~REACT10NS" section of Ihi$ drawing are 'Dr load cases 2, 3. 4. 5, or 6lhe? the)' are lhe resull of ~nd load cases and !he "Provide mechanfc:af connection . : 10 ~, , withsland XX)( Ib upllfl. , : nole in !he ~NOTES" section of Uris drawing may be disregarded \llhete a check of the buildlrig code roof lie-down sK1lan does not resull In !he requirement of roof ties. lOAD CASE(S) Standard ,\\"111111/"", ","'0'(\ L. He-I. 1,,//1. ;';r~-' ___....... 'A,,, -_, ... ~.:l' " ST '" ''''0'. .., ~ 0 .....1.G\ 1:4...... ~ ";, ~",)l~ ~<'\~~ ~ i No. \~ ~ ~ i 60910419 \ ~ ~-:<],\ STATEOF ~j J ~~~. /, ,."... ~_ ~b:.,~PIAN~"."<" ! "'".;;~'/oiiAL'" ..:',....~ Y;?fI" """"'-: DEe 1 0 211114 12/10/2004 16:58 FAX 13177383440 DAVIDSON INV -) M 1 HU.Mh~ I(fJ v.<l l'.IBUK471 V7 VAlLEY MI Bur10n A. BnsRrn,9'FF,El6mnl;PolUI Job T"". TrussT}1lB Davi~on l.1Jmber Co., Franklin IN 46131 Job Reference lionsl 6.00o;Sftltay192004MTekIndu51r1e.$,lnC. FrtDec1 13:10:182004 Page 1 6-11-8 6-11-8 olbc4MT2D= 13-11-0 6-11-11 Scale = 1 :39. b4MT2011 C .2Jl4MT20lJ A B 3x6 MT20-'/ H G F 2.x4 MT2011 b4 MTZO II b4 MUD II 13-11-0 13--11-0 :h6MT20~ Plale OlfselS X Y: B:()..o-O.()..O.(J lOADING (psf) TelL 20.0 TeOl a.o BelL 10.0 BCOL 5.0 SPACING z-o.o Plales Increase 1.15 lumber Increase 1.15 Rep Stress Inct YES Coda IBC2000fTPI2002 C5I Te 0.25 Be 0.23 we 0.24 (Malru<1 DEFt Ve1l(LL) Ver1(TL) HOJZ(Tl.) in (JOC) niB niB 0.00 E IIden IUd 1112 1999 nJa !999 nlil I nla PlATES GR;IP MT20 2441190 Weight741b LUMBER TOPCHORD 2X4SYPNo,l 1301 CHORD 2 X 'I 5YP No.1 OTHERS Z.x 4 SYP NO.3 'Except' 512 2 X 4 gyp No_2 BRACING TOP CHORD BOT CHORD i Structural woodlshealhlng direc;J1)' applied 01' 6-0-0 oc purlins. Rigid ceiling dir~Uy applied or 6-0-0 DC bracing. REACTIONS (Ib/size) A=13&'13-11-O, E=138/1J..l1-0, G=-564/13-11-0, F=712J13.11-O. H"'713113-11-O M8ll HorzA=207(load case 4) Max UpfM....l6(load ca5e 3). G"'-564(load awl 1). F=-491(load ease 6), H=-497(load case 5} Max GravA=156(load case 7), E"'155(load case 6), G-404(loiKl case 6), F=712(load case 1). H"'713(1oad case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=-1941199. B-C=-S7J173, CO=-871180, D-E=.1631199 BOT CHORD A-H=.5Jn16, G-H=-53J216, F~G=-S31216. E-F=-531216 WEBS C-G=-376/17B. D.F=-3701423, B-H=-3701428 NOlES (5) 1) Unba!ano9d mof lYe loads have been coosklered for this design. , . 2) WInd: ASCE 7-98; 00'rtph; h=25ft; TCDl:.4.7psf; BCOl=3.Opsf; Category II; Exp C; encIosl1d; MWFRS gable efld zme and C-C Exlerioi{2) zone; contifever left and rfght exposed; endverticalleftancl righl exposed; lurrber 001..=1.60 p1ale grip DOL=l.60. This Ir\Iss Is designed lor C-C for members and fon:es. and for MWFRS lor reacllOll$ specified. 3) Gable requires conlifJUOUS bol1om dxJrd bearing. 4) Provlde medlanlcal conneclion (by oOler$)cfl1uss (0 bearing plate capab)e ofwilhSlanding 1e Ibuplin aljoinl A, 564 Jb uplift alJoint G. 4911b uplift a(jolnlF and 497 Q) uplift at Joi'll H. I 5) Iflhe negalivereacfionsshcmn cn1he "Malt Uplift" Hne oflhe "REACTIONS" section of !his drawing are for load csses. 2. 3,4,5. or 61hen lhey are Lhe result 01 v.indJoad taSe$and lhe~PnMde mechanical connectiOl1. _-tu -, . wilhsland XXX Ib uplift _.- note In !he "NOTES" sedkln of this ~ may be ~ded \\,'111111111 where a check cllJ1Ir building code rooflle--down section does no! resull In !he requlremen1 of roof ties. ,,\\\ Ll L Hd"'11 ,":"_Q'P . lO;/~ ~ '" LOAD CASE(S) Slandard $ Y ,................ . ffQ" ',-" ~ O~/~"'G\STel?...... ~ ~ ~"'S .... ~ ~O'\'"P-; ~ f No \~ ~ -' . .- \~\\ sS;:;::'; ./ J -;. ....../Iv.O I'\. ..... ~: -.. '" ..... 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