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HomeMy WebLinkAbout05110188 Correspondence (2) ~ 03-17-2006 04:27pm From-HAll AND HOUSE lUMBER WESTFIELD 73178965965 H06 P.OOI/003 H66 ~ MI" c5s \\o\~Z MiTek~) Re: j601028 HOMES BY JOl-INMCKENZIE LOT#919 V.OFW.C. MITek Industries, Inc. 14515 North OUler Forty Drive Suile 300 Cheslerf"ld. MO 63017-5746 Telephone 314/434-1200 Fax 3141434-5343 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Hall & House Lumber Co. Inc.. Pages or sheets covered by this seal: I10018002 thru I10018002 My license renewal date for the state of Indiana is July 31, 2006. \\\\,\1'11111"11,/ "'\.\\-Jf;.GANG '- II'",-,~ ~' ~ ....u..... Iv ~ ~ .....~G.\ST€II'";;... ~ S l~ C\ ~ ~ [NO.19900415) ~ ::;; . ':. : . :::: ~ ~ \ STATEOF/' If ~ ~ '<:- -0 "~IIV "1' I<; ~ ~ ~ '% '" OIP"..... ~ ~ _ ',- "'~..s. ......... t:) ~ ""'1)' -.s/ONA\.. ~~ "", 1III \\\\ 11'''11111\\\ March 16,2006 Lill, Xllegang The seal on these dmwings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this componenl for any particular building is the responsibility of the building designer, per ANSI/TPT-2002 Chapter 2. 03-17-2006 04:27pm From-HAll AND HOUSE lUMBER WESTFIELD 73178965965 T-006 P002/003 H66 o Job TN:\':;' ----:rn:;"9;"9.Type o~ PI, I , HOMES BY JOHNMCKENZlE lOm19 V,OFW,C-:-'- 11001600 JB0102B T09REP SPECIAL , HAl.L AND HOUSE LUMBER CO., MS"IrIE:lO IN. 46074 Job Rsferet'ltJ!I IODUonell 6,200.$ Ckt 1B 200!i MiTek lnd\J!lttlsll., Inc. Thu Mar 18 ~;28:17141006 pag "9""f 0.1100 7.7'12 7.7-12 1S-ll-0 ,~.. .._r-1HJ"'~ I 2-11-.t4~11~ 25-'1.'.1 ~7-12 31.;.'1-0 5-11-4 'jd!>(' D-l,_D 5C81B"'1:7'l.O 10,00 [12 o 4X4MII.:o!O~ SxBMII20= , ~ r 31112 "11120 11 5kllM1I20-::::- Slll3M1I20~ 12 11 :b4MII20= 2xAMII2{III I 15-0-0 ,.... 10 :bI4M1I20= , 3x8 M1120= 20.6-6 2K4MH20= 17_11-B 20-4-0 II 2.!1._,,_,2 2480.1-8 5.09-4 2-11.8 ..-J'.11~ $-11-4 7_7_" 7.7'12 Plal80ff&ets X LOADING (pst) Tell 20.0 (RoOl $1'I~20.D) TCOL 10.0 BelL 0.0 BCD I. W~.o ....UMBER TOP CHO~D BOT CHORD WEBS 2:0-8-13 Ed c 7:0-3-8 Ed B SPACING :i!~D.D Platos Increase 1.15 LumborlIl!;;rClcUiU 1.15 Rep S1ress Iner YES Code IRC200OJANSI95 CSI TC 0.9.6 BC D.eO we 0.59 (Slmpllftad) DE:Fl Ven(LL) Vart(TL) Horz(TL) In (101:) -C.MI11)...12 ~.1910.12 0.03 a lldcfl ,,,.. >999 n/. Ud 360 2<0 n" PLATES M1l20 GRIP 197/144 Weight 15311:1 2 X4 gyp No.2 2X4SYPNo.2 2 X 4 SPF NO,J .E:;:l\el:"I't. 6-8 2 X 4 gyp No.2 l.eff.2 X B SYP NO.2 4.4.11 BRACING TOP CHORD aOT CHOR.O Shoalhed or 3-4-13 DC pur1ins. Rigid ca~lng dlracr.!y applied or 10..0..(1 oc bracing. 1 Row iilt"midpt 7-8 1 Row atmldi=lt 4-10, /j-9 Exeept: WEBS S1.IDER REACTlONS (lblSlZel i=8741O-3-e, 8=$19(O~.a..O Max Horz2101280(loBtI ease 7) Max Uplift2=-71(lea.d case 7). a=-14g(load case 7) Ma){ Gra\/2=1 161{1oad (.Me 2). 8=935(load case 2) FORCES (Ib) - Maximum Compression/Maximum TensIon TOP CHORD 1-2=-12/0,2-3:..133016.3-4=-1330/6. 4-S=-S821O.U=-271/S1, &-1=-211166 aOT CHORe 2.12~221/1126, 11-12=-221111:ii!6, 10.11=-221/1126.9-10=-911513,8-9=010,7-8=-909/161 V\'E.BS 4-12=01297. 4-10=-111/152, S-10"'-~O/487, 5-9_11001176, B_9!L2B/193, 7.9=.H4"41l ~~ NOTES 1) VVlnd: AseE 7-98; 90mph; h=251'l; 'l'COLlIs.opsr: aCCI.=6.0p::;fi Category II; Exp B; ondo&ed; MVVFRS gable end zene; cantilever left end right e.xpCl.sed ; end vertieo\lleft and right expo5ud; Lumber DOl=1.'3~ plals grip OOl.~1.33, 2) TCll: ASCE 7-98; Pf=:m.c pllf (lIatroaf anow>: Ell;p B; Fully Ex,:., 31 Unb.slaneed :!lnOIN toad! have. been l;Qn~ncred fur this def.ign. 4) This trulOs halO been designed fur greater of mln roof rive load of 18,0 p:d or 1.00 limos flat roof 1000d of 20.0 psfon overhangs non.eoneurrel'l1 with ether live loads, 5) This truss has been designed tor a 10.0 p8I' bonom ehOrd live lo~ noncon~nont with any other liva loads. 6) Beaflng at Jolnt(s) a conSlder$ p;)l'O'lIel to grain valua using ANSIITI'11 angle to graIn fOrmula, 6ulldlng designer $hould vorify capacity of bearing sur1ace. 7) PrnvidlJ mochanical connoction (by others) 01 !ruee to bearIng pl3tCl lOapablc of withZi1anding 711b uplift aljeint2 and 1491b uplift atJotnt S. lOAD CASE(S) Standard \\\,,111111""11 "'\\~E.GANG l"III';, .:::-~ -f.: .~.............IU ~~ $ .--:"<;;.G\STS'IY',i.. ~ ~ I~ 0\ ~ ~ (NO. 19900415) ~ - . . . . - ::;. o(l" STATEOF /,'f: ~ -;;. -:Q .... .." ~";y -=- ';. 0.-('0 .../..vOIA~t-."" ~""V $' ~ ~oS': ............... ~, S '1'" ISIONA\... ~~ ......,... ," \\' 11/11111111"'\\\ March 1 2 .0.. ~,v...m, 1I..~,.6........t......... ;PR.4,P NOft:8 ONftJ'1IJAN.DDfl!U7DPIIPJ'.mJr~~ J'AIlUIa;1-N"6.d11~ umR. tlo,tgnYQ~d h>lloIJO Ortly ..Uh MT..l\;....rH'<1'Ol<;OJ1J. Thb dolgnID bmll"d only IJponpoform!l!l1J !hcwr1. CII1d b 'or lJn~IVlcUClll:llJldlr1gCDmptJOllnl. ~~:~~:':I~~=7~~~m:o~I:-~~~r~~~~~~:~~11~~~:~n6r~~~~ll:Je~~~~~~I~~~r~rl~~ ~~~l~=~~~flf;" Ilrllctor. AddiHonol ~e~l'll btocll'lQ or 1M ove,oII81rvclulEl b 1M fe~"",'l8lcfijfY of ,he ~lflO aesl(lr\l)r. for ~l!l1ercl guklance reaOldlnc r<:lbrlcall~,I1..c.llt\r control, !lOI'ClCO, dellvorv, or(tcllorl and brodns;l, CQMNl! ANSI/fPI1 OvIlJIIty Crllllldo. D~' "'Id .C~l IluI.lIl'lg C:oP'llponllllll Sqf",ty lnlommfum oV"allable from Trun PIale IMIMe, !lIS) O"Onorno l)rivo. MCotson. wl5J719. lA!l1!l1N.OUIIIrForty. 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