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HomeMy WebLinkAbout04040206 Correspondence AUG-24-2004 TUE 01:09 PM STARK TRUSS RENSSELAER I FAX NO, 2198662795 p, 01 , I Job- ---- HnrTrus,-- 112T~59~~_.____..______ ___J~~_~~~_...__ ____ rSiarkT1:l~~CompanYlnc., Rensselaer, IN I -Q::l2-t- _.~=!P~15 __j 7-~-Q_ 0-10--8 3-10-15 3-3-1 -- -----I TrUssType--------- J.RO~F_TRUS~ 47978,' Er-nesfArambula- ~ty '-Tply --I CENTEXrlO HA VDENRUNMEA56Ws 6FT ..___.j._______ ,.lm___l.i_.JQ9__~.f~~~_(9P!i~I!~'L .,_,.,_____.."._______m_______ .__ __n'_'_ 5.200 s Sep 152003 MiTek Industries, Inc. Tue Aug 24 12:59:41 20~-:O..bage 1 I" " -I - --- ~;~g - n 1e)'0 -- -I '::;:;_2_ - .oq01~6fr~J(."J 2x4 ;, 3~B = 3x6 2x4 II 3x6 =- I [J' 800C12 2,4'" /A~~ :"'=-~M__ ::~t=::..G1T2:=::-~::-"'"~:==-=""'.-~=r-::-::"":T3:::::D'1:f~1 Ijo A ~, r /1~~~" ~ /? ~ 1111,r~---~~~~-"--=~?-'-":-c-:- .--~!k:=--,-_c,,- - 4x4:'C: 4x8=-" 4x6= 2x4 II 4xB--- I 30-o~,.__ '- , i 'scale," ~53'~ 5-104 .. " I; I 0.0.0 (}{J-Q I ~1~_Offs~ (:~~_I;Qj;~~~gel~- _ _ ~~;2 . ..' nt_J:::_____ :~~~;~~r~sf -r-~s~~~ni;~~;ey~~ -I--~g' ~;~ ~oO,----.-.. BelL 0.0 I Rap Stress Incr NO WB 0.61 '; SeDL 10.0 ___ _ ___ Code UBC/ANSI95 _ J_ .. ..-!~impli~.~~~.. ~_-_t:.1L_ 5-8-8 -----r _30-O:~_ 5-10-4 --,.1 __ d._.____ .....n.__ ._--_._~. -" DEFL In (Ioc) I/defl Lid PLATES GRIP Vert(LL) 0.10 14 >999 360 MI120 197/144 Vert(TL) -0.1712-14 >999 240 Horz(TL) 0.04 10 nla nla Weight: 302 Ib ..-------.-'--...- --,' --- -.-.-.-.' --..-- ...-.--------.------ LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 6 SPF No.2 WEBS 2 X 4 SPF Stud BRACING TOP CHORD BOT CHORD JOINTS Sheathed or 6-0-0 DC purlins. except end verticals, and 2-0.0 DC purlins (6-0-0 max.): 4-9. Rigid ceiling directly applied or 10-0-0 DC bracing. 1 Brace at Jt(s): 9 REACTIONS (Jb/size) 10=2193/Mechanical =2120/0-3-8 Max Harz - Max UpJift10=-943(load case 5), 2=-702(load case 7) i FORCES (Ib) ~ Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=-3332/1245, 3-4=-318411253, 4-5=-3533/1480. 5-6=-3533/1479, 6-7=-2203/993, 7-8=-2203/993, 8-9=-2203/993, 9-10=-1864/779 BOT CHORD 2.15=.1160/2750, 14.15=-1139/2647, 13-14=-141713380, 12-13=-1417/3380, 11-12=-141713380, 10-11=-37157 WEBS 3-15=-138/116, 4-15=-430/953, 4-14=-592/1207, 5-14=-212163, 6-14=.110/240, 6-12=-328/731,6-11 =-1514/621, 8-11=-171/86, 9-11=-1204/2831 NOTES 1) 2-ply truss to be connected together with 0.131 "x3M Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 DC. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, 3) Wind: ASCE 7-98; 90mph: h=20ft; TCDL=5.0psf; BCDL=5.0psf; Category II; Exp C; enclosed; MWFRS gable end zone: ! cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 4) Design load is based on 20.0 psf specified roof snow load. 5) Provide adequate drainage to prevent water ponding. , 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, I UBC-94. ! 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) ot truss to bearing plate capable of withslanding 943 Ib uplift at joint 10 and 702 Ib uplift at jOint 2. 9) Girder carries hip end with 5-6-8 end setback 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/2-10d nails. 11) Special hanger(s) or other connection device(s) shalt be provided sufficient to support concentrated load{s) 434.5Ib down and 229.51b up at 7~2-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate lncrease=1.15 ! Uniform Loads (pit) Vert: 1-4=-6C, 4-9=-30{F=30), 2-15=-20, 1O-15=-115(F=-95) Concentrated Loads (I b) Vert: 15=-386(F) A~G-25-2004 WED 01:42 PM STARK TRUSS RENSSELAER I FAX NO, 2198662795 p, 01/04 ~ " I" -- . --- --------~- -- ----- .. J", I Truss 1 Tru" Type 12T15926 : GE05 FINK I-stark T",ss-companiln~.:-RO'lfjJaOr, irr 47978, line.t Arambula <):1"t. .._0;,1""'_._. .... ...1 Q.10eS f1.1().{'l 1... CitY' -. PiY'--rGENi'EXI70.HAYOEN RUN MEADOWS 6i2---'" ..' , 1 f)lfOtff)).o~ '-s.2060Sop '1520iiJ'itt:~~ri::;r~~i~~~I) ti~~924'12:4ii5'2004pag.Tj 11M I .. ,__~;-.2-O ,..'" ___I........ ..??!1:<L 5-10-0 ..,3:J9.re 0-10-8 5-&<J -'L5 L\ 3 :1' J I 0 :P / ~OJ~ ~tJ( 10.001';2 , K (,/0 /' #.' Sc.9le ~ 1:58.2, I I I , ! 4):4::: 3x6-/ 311;6"- . Dow and Viscolenll TO FRONT ; .~;;20 sq, fellt (3lo:4~ .~ f f:~__lJ ~..~ ~1~~1f'~~ Ii '-~--.J i' '" --y\',::- ~.~ " r_...s.-1~ ______+_.....__... :1j~~_." I ,. 1;-;Z~.. ...-___.__.:_.._..___..__.__f!-9.:Q....___.___....l 5--1Q..C 5-8.0 S-a.Q 5-10-0 Plate Off.els (X;yf''iZ;O:3:ij;~dg-.];[4;O: I:T:j;~~gel. [60-1:' iEd\i.j:[SO-=3:8,Edgo]. [1 O:O;;'.O,O:ij-:-4J:li4:G.1.(ij.1.0LF 1:0,1-4;0:1"0]: i200-1.4,O-1-Oj. [31:0:j.i:o:o:":f [32:0-2-0,O-O-4j.[33:0-1l'2.0-0-4}.[33:0.0-14.0-0-41.[34:0.3-1.0-0-41. [35:0-2-0.0.0-4],[36:0.0-2,O.04), [36:0-0-14,0-0.4J, [37:0,3.1,0-0.41.[38:0-2.0 .0.04], [39:0.0.2,0-1l-4j, [39:0-1l-14,O-0.4j. [40:0-2-0,0-0-4]. [41:0-0.14.0-0-4]. [42:0.2.0.0-0-4], [43:0.3.1 ,0.0.4}, [44:0.2.0,0-0-4]. [45:0.3.1.0-O-4j, ___~_'__"~"JI~46.:.q:l-Q"Q:Q~ill4!:O'3,1'Q:9-'1L"==~~O~~=="='-.....=.-, ..........,....,.---...-~"'.T....='==~===='="'~.... -....... LOADING (psi) SPACING 2.0-0 CSI DEFL in (locI Ilden I.Id PLATES GRIP Tel.L 20,0 Pl~tea Increal;i.e 1.15 TC O.4a Vert(LL) -0.0512-13 ~999 360 M1l20 197/144 reOL. 10,0 L.umberlncrease 1.15 ac 0.48 Vert(Tl....) -o.1112.1S ;:..999 240 BCll 0.0 Rep Sir." Incr YES WB 0.54 Hocz{TL) 0.03 6 ola o/a i BCDL 10.0 Cod. UBC/ANSI95 (Simplitied) ...______l____":'e~ght:16~~.b__. I-~~~~~:OR;-:::~~F~:::-------n..-.------ ....-----.....--- .. ...... .-~~~~~RP Shoathed or 5-2.13 PC pu~in.. ! BOT CHORD 2 X 4 SPF No.2 aOT CHORD Rigid ceiling dit'ectly applied or 10-0-0 OC bracing. WEBS 2 X 3 SPF Stud 'Except' W3.2 X4 SPF Stud 2 X 3 SPF Stud //" Sx4? ~:/ __/ 5 ~ 3/ ~ ..~ l / I" h;{ t ' ~,~1t.>. ~s II OoM .01 " ~61: 0.0-0 OTHERS WEDGE Left 2 X 4 SPF Stud. Right: 2 X 4 SIT Stud --' ,- - REACTIONS (Ibl.lze) 2'910/0-.1-8, 8-910/0.3-8 Max Horz2=-295(load case 3) Max Uplift2=.laB(load case 5}, S=-1aa(toad case a) FORCES (1/:;1)... MaxlfTlllm CompreseioofMliIximum TensiOn TOP CHORD 1-2=0114,2-3=-10261161. H=.;JW226, 4-0-'6861226, 6-6=-686/226, 6-7=-686/225, 1-8=.1025/181. 8.900/14 BOT CHORD 2,13=,1521768, 12.13=.1521168. 11.12=.541166, 10-11='541766,8-10=-641166 ~ WEBS 3.13=01221. 3.12'.3251209, 5.12=.134/546, 7.12=.3251209, 1-10=01227 I NOTES 1) Unbalanoad I'OOf live lOads have boon conSide!'9d 10r Ihls deSign. 2) Wind: ASCE 7-98; 90mph; h=20ft; rCDL=5.0ptif; 8CDL=5.0psf; Category II: Exp C: enclosed: MWFRS gable end zone; c.;Intilevar left and right exposed; end venicqlleft anCl right exposed; Lumber DOL=1.33 plata grip OOL;,1.33. 3) Truss designed for wind toso, in the plane of the t!\l$!;I only. For stllds exposed to wind (nOrmal to the face), see MITek I "Standard Gable End Detail- 4) All plates are 2x4 MI120 LlnlBSS otl'1ef"INISQ indicated. 5) Gable studs spaCed at 1-4-0 OC. 6) This tr'USS has bean deSigned fOr a 10.0 psI bottom ohol'd live lOad nonconcurrent with any other live loads per Table No. 16-6, : UBC-94. ; 7) Provide mectlani~1 connection (by others) of truss to bearing plata capable Df withstanding 186 Ib uplift at jOint 2 ana 1M Ib I uplift at joint 8. LOAD CASEIS) SIllndard I -. ~ . .,,11 'III.II"It, ~:~ . &11'1,,, s: '- -~~ ~ ~ - ,.~... ..?&2~ 0 0 ~9t ~ ..~~ "or ~ol ~ .d.". ~ Q =~:tli ~'--'''' ;;:: :: i.... ~~c1;~ ~ ",,.l:~ "" ~.z_ ;;.~"~ . Ii) ...dfi?f ~~.. -_.~s Q.:: ~ ~.- ...-.~~ ~ -.. .. ~ ~ . _.-~\)<( ~ e ~'III. . \,\\,\,... , 11111111\\' <.::> :?; 8 C5 "- , . , <.::> G:';l~ co Q. ~ ,"-' I f2a:l ... 0 "lJ:: - i8 6 -<.) ~ ~ ~ <.::> SdL;5 " :2: Z <.).,...., - :J . "l f2 Q ~"" w Q (f) lXl~r:a <( lI) ~o~ 0::: ::::> 021 E2 ~ ::>Vlu. "-:1:f2 L..... Vlu , 5i Q.:: lJ.. f2 Vl ~ 0 - 0 a.. :d & Vl<:~ [5 .,. Lu ">.: Q.:: a "1:1: lI) Z g - en <( :J ~ * ~ Q.:: ;; , _"..___.. H"_'. to/GO 'd 96LG9986lG 'ON Xl;Jj I H3l;J13SSN3H ssnHl ~Hl;J1S Wd Et:IO 03M tOOG-9G-Onl;J - ~ . , ~ ,... ~i ,,~ ~'" g", ...'" ~~ "" ~ " ";j- C) '" l[) ~ co