2006-P10289 - new structure - Laserfiche WebLink

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ul a, Job Name: AMBROISE Truss ID: W1-GT Qty: 2 Drwg: BAG x-.C REACT S=1a 050.0 ;C 254 SSP C2L0.3F..6C •.(PM)•FLA7X MCNITOA Osco-See Jcir_c Report.* Bnd verticals aro festered for axial :cads • 9C1 t 0- 1-12 57799 5.50- 4.1!• 2x4 SPP 91/82-11521 5-7. --3 Prating spec . AWS:/TP: - 1995 only cnless noted otherwise. 04 2 33- 1- 4 2363 5.5C• 7.54• BC 2x6 SOF C155-3F1-55 PHIS 033133!1 IS Tab CO1I?05=TB R59_LT OP Extensions above or below the srues profile 650 5BCUIRIBM.75 a town are base!.05.5 HIS 2x1 Sir STrO-CA!f NVLTIFLS LCAD CASES. .If ar.y3 have been designed for loads co the crass sac axial a: each bearam9 2x4 Sir C2100PL.03 =-1C. 1G-2 IRC/IBC truss plate values are bleed on indicated only. Horizontal toads applied at 2.4 Sir 01/42-CAN 11-3 testing and appreval as repaired by 28C 2.703 the end of the antenslona have not been tc PORct Ali IBC CSI 2x3 syr 991102-:AN 3-12. 4-14 and AIISI/TP= and are _sported in available considered unless shown. A drop-Leg to en 1-2 -7015 7.26 0.51 0.77 _9-7 documents such as ICPO 01407. otherwise unsupported well seer create a 2-3 -10270 3.25 0-95 0-11 - • • • Luded for :0 oar moa-concurrent POLL- hinge effect that requires additiet.a_ desigt 3-4 -52.01 7.17 0.41 0-51 Onres trained hertz. L. deflection . 0_43 ' • - • - • • • e . • • • • . • • . • • - consideration (by others:. 5-5 -4641 3.04 0.37 0-42 - • • 4 • • . • • • • • • • • • • • • • ♦ • .fail pattern shown is for ?LP loads only. UPLIFT s&J.C.:C>(£) 5-6 -4676 3.C9 0.57 0 29 Drainage nus[ be pro:id.d to avoid poodicg. Concentrated loads 3415T be distributed to Suppers Main Wird Won-Wind 6-7 -4646 3.15 0.52 0 74 Permanent bracing ss rewired Iby others) to each ply equally. On multi-ply with bangers. 1 -631 lb '•-0 -9951 3.1:. 0.1i 0 22 prevent rotation/toppling. See ars: 1-43 use 3. mails min. iota the carrying member. 2 -749 lb • and A-\S:/TP: L. Por Bare than 2 ply, use additional fasten-. 33000=201LAL RBACTIONIS) : BC PIRCO &X7. 310 CS: 2-PL2I Nail -../113 BOX. staggered :per 142£1 a:e as Indicated Cron the back ply•, or use support . 147 lb 9-16 -275 7.00 0.06 7.00 in: TC- 2 3C- 2 51230- 2 •'662 P202!.v Wry other approved detail (by others). This truss is dasigned using the 17-11 0700 7.4: 0.06 0.51 • 4. 4 • - • - • + • - • 4 • • • - • . • • • ASCBT-SS Wind 3peeificatier. 11-12 4522 3.21 3.15 3.35 Bldg Inclosed a Yes. Importance Paccar = 1.00 12-11 6288 7.27 5.14 3.41 :rasa Location . Not nr•d Zone 13-14 5266 7.21 7.19 3.10 Hurricane/Ocean Lina . no Bxp Category . 3 14-15 1354 7.10 9.1? 3.2) Bldg Length . 40.00 ft. 31dg Width - 26.0.1 ft. 15-16 0 3.00 5.05 0.05 Mean roof height . 10.91 ft. mph . 90 :PI Standard Occupancy, Dead Load . 12.0 psf *:Be FORCE :SI .T9 roosts Cr! Designed as Main Wind Force Resisting 3yeter =-9 -5239 C.54 4-:4 -511 8-29 and Components and Cladding -17 5104 C.27 4-19 717 0-:5 - Tributary Area • 145 sglt --- 2-11 -4995 (.34 7-14 -5352 4.50 LOAD CA56 01 DESIGN LORDS1-11 1990 0.45 7-25 -487 0 :0 4-0-0� 5.5.3 i 6-9-13 6-11-2 74;� il D:r L.P_f .._Lac R.ELf x.Lee LL/tL 1-11 4926 C.64 4-35 2:26 0.41 4-0-9 9.5-3 16-3-0 23-2-2 30-2-8 ^ rC Yert 110.00 - L- 5- 4 2.20.00 0- G- 0 0.66 3-15 959 0.14 11-.5 -1232 6 49 1rC Vert 90.00 C- 3- 0 90.00 0-11-4 1.76 4-12 -229 (.35 ) 1 9-5-.1 • 20- i 3-7-3 t TC Wert 45.00 C-11- 4 45.00 2-11-4 1.70 2-PLYS 1 2 3 4 23131211712r1/1 •8 TC Vert 45.00 3- 0- 0 45.00 5- 0- 0 0.70 REQUIRED r- TC Vert 90.00 5- 0- 0 80.00 23- 1-12 3.70 9479 ,00 3-0 Q 14.DD TC Vert 45.00 23- 1-11 45.00 33-10- 0 7.79 7-t2 5-6 5=4.5 g.6 TC Wart 90.00 31- 1-12 90.00 3 U21116, TC Vert 130.00 33-10- 0 1:0.00 35- 1- 4 3.64 1 ,. SC Vert 20.00 0- 0- 0 '20.00 -J1- 1- 6 3.33 031 , IIIII AC vert 10.00 21- 1- 6 10.00 23- 1- 6 1.30 . "Li/ AC Vert 10.00 23- 1-12 10,80 33- L-12 0.30 AC Vert 20-00 33- 1-12 20.00 33-10- O 7.30 CA L)LS \ 14-2 Typa... lbs x.Loc LL/17. U1 !$ TC Vert 60.0 - 1- 5- 4 1_00 CM ¢ 0 44 6-8 6-8 TC Vert 60.0 35- 3- 4 1.60 84-7-8 S=5.8 3-0 14-7-8 CRITICAL POINT LOADS - SW11fpe 8.1oc Nix/Dur aim/Dur 72.12 •1 /2'012871 .�2 TC Vert 1-11- 4 339/1.15 -101/1.63 648.11.111 Y$ I$ jj(( YjYl 8-11-50 TC Vers {- 0- 8 3118/1.15 -465/1.63 6!.8 TC Vert 26- 1-12 159/1.15 -107/1.67 TC Vert26- 1-12 155/1.15 -1t7/1.60 3 7-7 T^. Yet: 20- 1-12 159/1.15 -107/1.60 1 •1'C vert 30- 1- 0 56/1.15 -77/1.60 TC Vert 33- 1-12 159/1_15 -137/1.60 13/1.15 130/1.60 3-6 15C Ve_t 24- -12 754/1.25 - 14.00 -25/1.60 a 1 74-4 1-51 33-10-0 7e..a.4 15 10 11 123 14 15 16 a• 4-0-0 __ ^.JI^ 644 6-11-2 T-0_ 6 y q. 4.0.0 16-3•0 23-2-2 39-2-3 ^: p_o .i_I'I. 12! 5/2006 Scale:3;32"=1' WARNING °ea!!of Rutes on aril sheer mid lyre n cutin of to the Erecting Contractor Eng.Job:.EJ. WORK ORDER# •4 - Engineered -bis deay.n` r.Ai..c,aI bal.:3 A r.tet c:em Ile?•-saes?Star lix-SSC-:Q99.1C.npc:.1.crions pArriJed t•3 i:e:ca-w.ur mmu_f-cRBa Chi:R61 ON2-d.:2.1..ra:cx:Jar.-r..1:7:h.c_:cam.:s e n.:s.A T+1 and AFS••.crs.0 o_n3-.s Na-as?sts Tait}-t 11,ura:l G`C..lt_.ak,, accuHcy D,:91151,:ta. 88717 D, a-a tete.oi!ncW C- :, :,ta:en::caaulaac-.r.o6.lu.�ai Je.ip,e pia•.IJit. I .:aaec lEe tale::ddnc- igxr.=taaca:n7:2.31.,c 6w.1 Dsgne MJK Building u1::ised on lks.xsign novel u tarred lite IQa9.'6 crus al a 6-'Jur ax..tl.d t pal-atilt atskes:i3n..e CGilge soars.lox Ac•'-i'char._ TC Live 35.00 psf DurFecs 1=1.15 P=1.15 CO x 4,.:1 i cy a aces 3..:r f 1.3a1:-•.-7r svaibirg aid the Oanru•020 c u Se•..3 :3,U.!l•}a.:SiJ.heath.•4 rumn:.:c.i s-,:wdwi.cart:p':'.r.:y TC Dead 10.00 sl Re Mbf Bnd 1.00 Components .k..J 35.. ns aha g-if lc las. .WWfic:::::c••r.re.:i r-,:r .r•r..1 is tar.:ec its i:ap:h -hii can:Panem r-311 net"ae places: P p CsITiI c:ono-.mu.::5-xi:.s-acWV-aaish::.-:entero: .a 'the••. .kt. .eea :, :..! .C: m •c1ecant:;a•Irtpbrzeare...,: rdaleak..ensile iancul BC Live 0.00 psi DX-Spacing 2.0-6 C• ey I Jul b. c Itn evnf r-....>.:cuice..:h the roilewn.p fun_'_d, ;Ns:m:t u:its Dau::Relurt avr sift a c.ti-:f.or 7.......6 frnw n c. Cs .,,,:s1:TP::.-wrrA I-tCcaJ'.r.as C.7u.c.l w Ansa lex Stars.J l:e..,:.Re:::.nob.nt..*tit I.DtNC CUI:POKENT S41t-1 r rK5olt•_4T G,•. BC Dead 10.00 psf Design Spec IRC eV 146 Washington Ave.S. (SCSI I-031:,....1.101:5.1 SI...l9IAlri 5115E7Y t•} 1 am!7FI-9,..I..5.5.Fre las:uuri 1 II!a lu::ate 01313;)Una(:10 Dn.:.%laJnnn. Hopkins,MN 55343 (9 52)935-4902 .•-iso.-•.n 5•:-i I'•r.trier Sian Fors:a-d Pape.A 6ex141M::1.411-:•a...wax)x.:111 i s.-Su rel.?'l.t Sic 530.Was-- .a:UC:c3:3t TOTAL 55.08 psf Seqn T6.5.41. 0 01 C4 a