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HomeMy WebLinkAboutBuilding Application 2002-8-28 I I , , I II , , , , , , , I (j) 1 [ . , f .......;,;..j . ,I i ,1"\ J Y~~n ',.' . '~ ,'4l-" _L =-- :--.... ~~L~~ Z ~t , I /'.)X '1 ~--e"'1et.t~ .j.' .:2 t)G -t I r I r I , 1 1. , 1 j -Lf\~s.!L I ~~J;> @ ." ~btl7 ~ ~"~ !:>.. '" . ~ \ / ~N T:;:; -f).:,++- ~~ h~,-\,,~ - 1 ' , I , , , , I \ j"'l . . .,:: d . ~ Ci(, I' ""l.t4({ -uJ \ ff 'Y::;jrl~~~, <J 1 fl J b,,4.'-'~ ~r t/ / b I N()d.Lj ~"'-i.( . \hr-.> ~1 \ f - ~ ; 1../ ?D/' .A j;~<:>-t: / Wt~ 1:. V H~.j :- ---'-~_=__n_~ ;I s~ 1~A' tp ie.. fi. . - -. - ~ ----- ~.. ~-, - - -- . r'''~r''$.-Jl.. L~r {}Ao.f \ OIJV\fY\ ~ ~~"- IS; (lk~ ~ h AI.h.!21,.: j J.( 1-'0 fl ~ f\ ~ t q '1'-1 ~ .. 5~'\~ ~i~1 f)~L T I , f- - &Y\l~...J..J~:\,4 i.tk q<11JA NIU1.7 i<.. de)( ~Lf'~} r~,-. - ;64)1 t,li tih-tat..<- ~L). ~fr-' ,~t: qllfD! L ~ 3;j I I I I I , Trusv..al Systems Plates are 20 ga unlesa shown by "18"(18 ga ), "Hit (16 ga ), or "MX" (TWI'1X 20 ga ), pos~t~oned per Jo~nt Report C~rC'led nlates and false frco'Tle nlates are pOsJ.tJoned as shown above lVARNjNG Re;dall1!oles ~1l1111S ;h~etalld glV~ ;. ~'opy Of 1/ 10 th'-Em/ulg COUlraCI~r This deslgJ1IS for an mdll'ldual bUlldmg component 110t trUSS syslem II has been based all speclfit:3ll01lS prolld('.d by the component manuf.aclurer and done ill accordance WlW the curreo! ,el"!aow; of TPI and AFPA design stamI.lrds "lo ri:spollSlblllty IS .L'lsumed for duncUSlOllill accuracy DuneuslOllS .are to b~ vcnfied b)' the component manufacturer ami/or bulldlllg deSigner pl10r 10 fabnt:allWl The blllldmg deslgne.r fillS! aSterlrlm that the loads Ulll1z('.d Ollllus deslgn meet or exceed the l03dmg unposed by 1he local bUIlding code and lhe patlcuLrr apphcallWl The deSign aJ.sumes tllal !he lop chord lS laterally braced by the roof Of flOOf sbealhrng and the bot1om chord I), wlcraIl) braced by a ngld shi:aJhmg malenal directly attached unless olhef\\1~e noted Bracmg SbOWl11S fOf lateral support of components members oul} to reduce budJmg li:ngth TIllS component shan nol be pb.ced m :my enVlfolllDent thaI will cause the mOJSture COUlent of the \\ood to exceel119!l und/or !;;luse conneclllr plate COITOSIUll Fabnc;l.te, handle mstall and brace t1us truss m accordance WIth lhe foJ]owmg standards JOINT DETAILS, b} Trus,ull, ANSlITPI 1, WTCA 1 Wood Truss Counc1l of Amenca St3.ndard De.!.lgn RespOllSlbJhtJes HANDLING INSTAlliNG AND BRACING METAL PLATE CONNI:CTED WOOD TRUSSES - (HlB-91) and HlB-91 SUMMARY SHEET by TPI The T11JSS Pbte Inslllute (TPI) 15 located al 5H3 D OnofnD Dnve MadISon, \\rISCollsm 53719 The Amencan Foresl and Paper AssocmtlDn (APPA) 1S locatedall11l19th Streef, NW Stt 800, Washmglon, DC 20036 Job Name:\__IARP Em X-Ire =r SIZE REQ'D 1 0- 2-12 900 5 50" 150" 2 17- 9- 4 900 5 50" 1 50" 1" = 1lXL lID CBl 1-2 -2rJl3 06 23 2a 2-3 -1577 03 13 16 3-4 -JSTJ 03 13 16 4-5 -2rJl3 06 23 28 OC KKE 1lXL lID CBl 6-7 1986 33 24 56 7-a 1.986 33 24 56 "'" KKE CS1 "'" KKE CS1 2-7 -510 15 4-7 -510 15 3-7 495 22 M'\X IDIB:TIrn (span) , 4/999 IN MEM 7-8 (LIVE) ~ - 12" j). - 08" 1'" - 20" Jamt r.........,..t,'TS = 1 Q- 0- 0 5 18- 0- 0 2 5- 3- 5 6 0- 0- 0 3 9- 0- 0 7 9- 0- 0 4 12- 8-ll a 18- Q- 0 ~ MOSHOFSKY ~,,'" TRUSS rm\1.N~~~rirc"t"~~pnugs C080907 Tp5.0 VersJ.on T6 3 1 1" M ra #1 OC 2:;Q;1 r:a #1 WiII :X4 IFL ':>il->L~ B.AlE 'VAI.IE3 FER ICID ~1 RERRI' #1607 I!ATIN3 EASED CN rnE1:N I.lMJ3EH VAllES Truss, . 6660 Qtv: Plabrg ""'" _11m - 1995 'IHIS IEEICR IS ']BE: CD'lKETIE RE'3OLIT' Of' J'1.UJ'IPJJ:: l.Q'ID CASES BE:1"lRrrG REQJIREIV[NIB s1nm are msea. rnLY Q1 tle b:uss natenal at each h=arrrg -Sob :j:/;- LOlo1lt .1COs- OD-7/D ~do d~~ d1-0,g si,! 61ft! tJR 5-3,., 5-3-5 9-0-0 3-R-1l 9,00 3-R II 12-8 II 9_0,0 4 -3 00 I 1 2 3 3 00 T 2-6-14 1 4-4 Io,3,14 ~.. 3-S 1.54 154 '-'J- 25-8 )-0-0, l~_n_n 6 7 9-0-0 9,0,0 5-3-5 18-0-0 5 4-4 N- Fl 8 9,0-0 18-0-0 7 Drwg: C002240t uaJ:IT =m(s) SUr,part 1 -1OJ. lb SLIfP=rl 2 -101 Jb 'llns truss ill .::Esl-9t:t:d. USll:g tie = CIxE Blcg- ~csed = Ye3 T.r:uss Lo:at~cn = ltt Eni Za."E lilln=!etean WE . No , _ = . c BleB ~th = 50 00 ft, Bld3 W~dth;; 20 DO ft J10an r=f lElgbt = 9 29 ft, TIp, = 80 = stanhrd Ctnlf>mcy, =a Lcirl. 17 0 pll }-OOl T 2-9-10 I SHIP IO-3-1i ),0-0, lEx Vj3S' 12/31/2003j /28/2002 Scale. 1/4u '" I' TBF, 34 7 WT. aa # cWo Dsgnr. #LC 13 TC L1.ve 25.00 psf TC Dead. 7 00 psf Be L~ve 00 ;psf Be Dead 10.00 psf TOTAL 42 00 psf W01 5650 Customer Name. SllARP DurFacs L=l 15 P=l 15 Rep Mbr Bnd 1 15 o C Spac~ 2- 0- 0 DesJ.gn Spec UBC Dill. Rab.o 11240 'lC 1/240