2006-P10289 - new structure - Laserfiche WebLink

Home Browse Search

• Job Name: AMBROISE Truss ID: W2-GTSG Qty: 1 Drwg: 0.1 ens 2-L0C eta:: sits aco•t TC 2.4 S7r :21817.71.e. Web bracing required at each location shown. End verticals are designed for axial loads - (d 1 :- 3-:2 2225 5-W- 2.62• 2.4 877 41/02-CAI 5-7, 7-8 6 S.. standard details (6X31087CO1-CO1 rev11. only unless noted otherwise. f34 2 37- 0- 4 7263 ?.5C• 2.91• ec 2.4 57r :210071.9E -•[P90-ELAN MONITOR 09467-See Jo_rt Iepoct•• Extensions above or below the Crass profile ser fCOCI6CMUIIs 560.5. ere bated-:3117: 2.4 577 9_/62-CA: 13-16 Plating spec : 2113:/1P2 - 1595 (if any) have beer. designed for loads or. :how tress eatertal at each tear:n_ rIe.:. CHC 2.6 57? R.-Jaz-CAN THIS DESICII I3 THI 2331PDS:TE RESULT Or indicated only. horizontal loads applied at 'RCS 2.3 577 STUD-CAM MJLTIP_S LOAD CASES. the end of the extensions have sot beer. IC PCRt2 NIL sxa c5: 2x3 SPY 01/02-CAS 1-10. _1-3 IFC/IPC tress plate values ere basad on considered Unless shown. A drop-leg to an 1-2 -1316 7.11 D.4: 5.67 3-12, 4-16 testing and approval as r. .tired by rBC 1703 otherwise unsupported wall may create a 2-3 -5037 0.19 3.9: D.% 14-7 and A_ef3rjT5I and are reported In available tinge effect that requires additional design 3-4 -101' 7.13 3.67 0.9; 654 BLK 2x3 SP? STUD-GUN documerts such as IC153 51607. consideration (by others)- 4-5 -1947 6.05 a 'C 5.51 Lumber shear alio-gables are per N_S. Loaded for 10 832 non-corcurrsat BCLL. This design based on chord bracing applied 5.4 -2547 :.1_ 1.00 3.97 Ira-nage most be provided to amid ponding. • - • - _ • • • - • - • • • • - - ;er the following schedule. 6-7 -2541 C.1C :.94 D.97 remanent bracing Is required (by athersl to 7nrestralned. horii. LL def-a:tier. s 3.43 • max D.C. Iron. to 7-6 50 :.3-. :.:7 3.34 prevent rotaticnftoppling. See 3:SI 1-33 • • - • - • -.• • - . - • - • - • . . . -• • BC 70.00' 0- 5- 9 6- 6-12 and ANSI/_FI 1. Gable verticals are 28 3 web notarial spaced ;mars XIACrION(si . BC PCs= AX. E:ID Cot EOR:SONIAL REACTIONN:s: t at :6.0 • o.c. unless noted otherwise. Support'. Main Wind Non-Wind 9-16 -431 :.39 7.29 0.10 support 1 188 lb lop chord supports 24.0 •' of uniform load 1 -477 .b :o-:: 1221 Z.59 1. 51 1.0C 5241$ truss is designed using the at 15 psi! live load and 10 psf dead load. 2 -43 lb :1-:2 136( C.12 7.57 0.43 A3CET-98 hind Specification Additional design considerations may be L3h3 CASt kl DESIGN 1.39.03 :2-13 3627 :.12 1.13 7.51 3103 Prclosed . Yes. Importance ?actor = 1.03 required if sheathing is attached. Dir L.Plf L_loe R.P1! R.Loc 11rTL -54 7027 6.74 1.11 3.61 Truss Location - Not End Ione Brace gable studs in accordance with :C Vert 110.00 - 1- 5- 4 11C.00 0- C-- O C.54 :4-15 :059 •.13 :.14 3.47 _tarrtcan•/Ocean Line - No , Exp Category • B Truswal Systems standard gable bracing :C Vert 90.00 3- 0- 0 9C.00 O- 5.12 C.7E :5-7-6 0 C.26 :.I: 3.7: 3149 Length • 4-3.10 It. 318g Width - 26-3C It details and charts. IC Vert 4:.00 3- 5-12 45.00 2- 5-12 C.76 Mean roof height • 19.93 It. mph - 90 This truss esquires adequate sheathing, as IC Vert 9C.OD 2- 5-12 33.00 33- 0- 0 C.7E 7rso F:RCI 221 ass roe:3 101 TFI Standard Occupancy. Dead Lead - 12.0 Ref designed by others. applied Co the mss BC Vert 26.00 -3- C- 0 23.00 0- 5-12 C.02 1-5 -2.27 6.10 4-:4 -603 0.46 Designed as Kain Wind Pores Resisting System face providing lateral support for webs in BC Vert 10.03 -3- 5-12 12.00 6- 5-12 C.33 1-10 2100 C_76 6-ii -490 0.53 and Components and Cladding the truss plane and creating she. wall BC Vert 21.00 6- 5-12 23.00 33- e- 0 0.0: 2-1C -1595 0.72 7.14 1621 0.52 Tributary Area = :0 sql: action to rests: diaphragr+leads 1' ...Type... lbs -X.LDc LL/IL 2-11 1765 5.44 7-15 -320 3.2E 4-0-0 4-90 6-11-2 6-11-2 6-11-2 • re YC Vert 60.0 - 5- 4 1.00 -:1 2020 0.9' 2-15 117: 0.:1 4-8.0 9.5.3 16.4 5 23-3-6 39-2-8 i - -3ITICAL POINT :.C7. E 5-12 621 0.26 0-16 -1250 0.569.5.3 20-9-5 35B Type X.Loo 36ax/Dur Kir/Dur 4--2 .514 0.27 1 3-5-8 2 3 4 5 6 7 8 TC Vert 1- 5-12 9C/1.15 3/1.60 BC Vert 1- 5-12 75/1.15 -172/1.60 DC Vert 1- 5-12 25/1.25 13/1.60 ';14.00 5=5-10 -14100 DC Vert 3- 5-12 75)1-15 -172/1.60 r4 7.10 3201 6-6 SC Vert 5- 5-12 75/1.15 -172/1.60 ko 01 - ! 1r - /flilliilitti iL / - :./399 MSN 11-12 (LIVI1 L^ 1 Cr a � f IMX6.0 t -0.34" Da -0_2E' -0.62' 1 i IV 15; 46 //_ -2222-- -- 2222 ===== u') J , 3-4 Sao-6 3-4 aalot :.taboos CM1 0- a- 0 5 C- 0- 0 14. •8 o ' ' 4-3 14-74 2 4- 9- 0 13 4- 9- 0 I, 1 ISHIP 3 9- 5- 3 11 8- 1-12 p ._ ( 4 Le- 4- S 12 LE- 4- 5 4-p �, /i-.6: 8-I1-10 8.11-(0 I 5 18- 2- 8 13 15-10- 0 f7ti 6 23- 3- 6 14 23- 1- 6 T / �� - I I ' 7 30- 2- 8 15 3C- 2- 8 . 3.7.7 141 f1 �: I 8 33- 9- 0 16 33- 8- 0 • 14.00 I ,..:'..f 0,6,6 1i 70)54 I 33-84 'c.c..' �9 10 11 12 13 14 16 161,0..2.0 4.8.0 N ry 8 6-11-2 6-11-2 r STUB 4-64 10 16-4-5 23-34 30-2-6 M 5�// TYPICAL PLATE:2-4 12/ 5/2006 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,posilioned perJolnt Detail Reports available frown Truswal software.unless noted. Scale:3s32"a 1' WARNING RN�1 0:4 �,[ 7�i Read rti mores on this slier and fore a cop) of it to the Erecting CContractor. Eng.Job:.EJ. WORK ORDER# E ng I n@el•@CE -his design is far lb,flci.xival tsilc-2 eanpcnrs:nal case c rnJr 'I 0::i Den based Aispesrics-a:4 pm,:Sell by Iheccn•penem,emir:.er Chic RM 631 -res daft is a:c;v0.:c..:•.?:ht can c:'rooms o'=91 and Af•?A dcsi47,s:rcaas Nc topans.ia i0 is assumed fax diarensicni neuuq-nim enscns Oegnr•MJK 88717 M Building :re le to sow:bed:-7 re:cooale:4 UI _iwsse.ander tui:iie4 d:ognc•p ice:r fain:aacn -Mei-Ming a&Ugnc muse as:mum:•31 the!Judi - t m'.i.r.d en Sh,s cr.,gn macs ll itetCJ II,:]nd:ng:nil se Th.lb.:.t:-'.,:Jing trdc and#:e 9.nsUIc a93hee as T1s dp,6'.as1mees:hs die leg s`s d TC Live 35.00 psf Durfacs Le1.Is P=1.55 CO i1:Mir 31:)Sr4:w9 ay,:w FM'.neer axr::ing c d:hr r.::a:C:_3 a•s.saemll)losee51•.a::5:J steaming n:ale:al enrol)ane:lied.o':il alh..•n-is. Components erasI R5:zing she.,s f.7!oleo!su,par.a cc:ri e:ants srenatrs.-r.7.,arce9:c2 to.S...g 16-3:11 Tars ynppntnl Y:w11 nr:to pheNI r•sr. TC Dead 10.00 psf Rep Mbr end 1.00 (• 1 i 6125...,.-nue..Sn 0.r c,.se Sr-,....c....eat:C'.cif:hr s.CQ.bt.,az-a.:4•-:ewe:[.7:.,:car er:a-lee:C.TJSieu Fat,ic.ec`an:Er:-331: 0 BC Live 0.00 pal O C.3pacing 2-0- CD aaad sore Il,,,.tis:::arc..C...:e.•::S she fel a-as s:anduds:J:4::r.C-st 3g Ceo..l 2c3.41s't.ad:fifc as sul-nt ham Tr-ss al saf:n an:. O :5CSlTP1I.':c7.00 '-:ca:d:'rssZ3u:.:I .61.A.,a,irt511.-u,sDr_,e-.P:spa:.,ib,::uta'11::L53s- COMPONENT SAFETY INFORMATION- BC Dead 111.00 psf Design Spec IRC (y 146 Was hlnglOn Ave.S. (0(91 I-L?10-4 UCS!1U 012I4RY SHEETS'it Ve01 4.ani:-PI nee Teem Phis:nII-oft i=PI:.is Ia:ncd u:585(YU'o'a,.3:se,Sla.sacr.. Hopkins,MN 66343 (9521935-4302 wine:2-sr O T.-c n-o-r::an Fner.Ind?ix-4650.0.0..0.IA14A:.s Iralaal 11 11 19:1.Sten NW.S::±C{.tvslanget t DC 22303: TOTAL 55.00 psf Senn T6.5.41- 0 Crl CV a