2006-P10289 - new structure - Laserfiche WebLink

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• d 'Job Name: AMBROISE Truss ID: CCI-GT Qty: i Drwg: Barn e.LCC REACT SItS RAQ•E TC 2x4 3FP s1/4.2-CAII ••:?90=PL2.T6 HC!CI:OA VELD-See J01nt Aeport•• Ver..rr exzcrxon:SS e b 3- 1.12 1326 5.1C• .:2• SC 256 SFP C165311.!Z Plating spec r A71S:/TP= - 1995 Support CLC Wind Ion-Kind L3.1 Z 7- -s- 1 356 3.SC• 3.EC• use 254 SPP P1/42-CAN 71(26 ZES:Cx IS TEE COMPOSITE 2ESULT CP 2 -500 :b ORO ACCCIAsmer..-s srss.n_ ars bases :74:::: BRe E:.K 2x4 SF? 61/02-CAII M::.7IFLZ LOAD CASES. sokrzON_'AL 63ACITOU(S> x LS. tress saFestal ar. tech beartnt Loaded for 1C FS7 non-concurrent ECLL. =AC:_3C truss plate ralues are based on support 1 377 1S Feroanent bracir.g is required 1=y sties.) to teet.tag and approve: as required by :EC .503 :his treks is designed Jsing the re r.-,RCC Axl. aro CFE prevent rotation/toppling. See SCSI 1-01 end ANSI/TPI and are reperted iT. available ASCE7-9e Kind Specification -2 •136e a.C1 5.60 0.41 and ANSI/TPS. 1. documents such as ICSO 91607. Bldg Snrlased s yes, Importance rector - 1.0E 1-1 -.9D 7.C3 :.43 0.43 End verticals are designed For axial =eats Triose Location a Net Sod Zone only unless noted *th. wise. Eurt'icane/Ocean Lieu - Ito . Legs Category - E OC P=ACC AAL SSD Csl Extensions above or below tie tress prefile Bldg Length - 40-00 ft, bldg Width - 21-33 It 4-5 -535 7.01 5.25 3.51 511 any) bave been designed for loads Mean roof height - 15.00 It, aph - 9C 5-6 966 7.CC :.17 3.19 indicate= only. Rorizontal loads applied at ?91 Standard Occupancy, Dead Load s 12.0 pit the end of the extensions have not been Designed as Main W!nt tom Resisting System Will 7ORCe Ess 6E2 MACE c3: -onsidered unless shorn:. A. drop-leg to an and Components and Cladding 1-F 633 C.17 1-5 641 0.11 othet'rise unsupported wall nay create a Tributary Area a 32 sgft Se 2 .766 C.23 2-5 155 0.0! binge effect that requires additional design 'CAD CASE 0: at31CN LOADS :-4 -1009 C.12 2-: -621 0.17 consideration (by otbecsl. Dir L.P1C L.:.oc 9.21.0 R.Lor LL/TL TC Vest 117.00 - 1- 5- 4 110.00 0- C- 0 0.69 TC Vert 90.00 0- C- 0 93.CC 7-11.- 4 C.75 BC vert 20.CC 0- C- 0 2.3.CC 0-11-12 C.00 sc. Vest 10.00 0-11-22 13.CC 5-11-1I 2.06 BC Vest 20.00 4-11-12 20.CC .- 7-12 C.00 15s X.Ice 1L/T. TC Vert 10.0 - 1- 1- 4 1.CC 3-9-14 44-4 CAM:ICA1 FOIN7 LOAC3 Type X.tac Naw/Par 11_o/Dcr 3-9-14 7-114 9C Vert 1-11-12 640/1. -92/1.60 Sc vast 1-11-12 696/1.= -9111.60 1 2 3 I3AX DarLEC'203: 1 span i : 14.CC• =/999 Ml( 4-5 ILV.tZ: r^ 1 . )P -0.03- D= -3.01' T= -C.:4' r-1 - .- . 1.0 I43 Jeit Locations TI 6.6 T 1 O- C-- 0 4 0- 0-•0 CM I �s 10.15 4-5152 3- 5-14 5 3_ 9-/4 1 7- 7-13 6 7-12 'Cr 4111111;1 • 5.6 ±-9-7-0 - 5-6 CM ' 12-10-9 3-4 41513-9 SHIP • • • +'S 0/48.4 10 I - 3-7-7 e - 1 _ 1 41.412 i 14.00 0-8 1-�J_ 7-11-4 4 5 6i 3-9-14 0.1- 6 3-9-14 7.114 12/ 5/2006 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H'for 16 gauge-positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:It8"a I' _ f2 RNI�fG Read a rates on this shoe!anti a r cam o:n 10 t�1e Erecting Contractor. Eng.Job:Li. WORK ORDER# '�O\ Engineered his tctign is.per re:nli idui bsildies a rp3nnt-tor bass syslcae le ha:her-au::.ire strz:fca-:re ice!by Ilea ttrISYene nesr.:ra:iura Chk:RM s:•L du<n:a4've,lance wide ix...:..rt vertices'e'Tin:.-.::\TYh o,i..sl:.ee.:uc \.-carr a:s-s-hn is assumedks l::reeaer:cal;•..."111:.•,:y Dima-z.rs 88717 I C) a e it e rentind ar:he act:n_. u:penu':euua ur.tue asildeeg&3ipaer pier la fable-Inn: Ike 0_i1"cteg designer n..45/neens.n aa :ns �gn 1:M.AS h :he e _ Building ue hi en 13:3,1e1:1,-:ter:s:craw:bt!t tins!: .n:d w tx:to e.iWueg Vit n.t-e F ula-syphon:.. Tx assign ex acs des: :us clewed TC Live 35.00 psf DurFacs L=1.15 Px1-15 CO es ineul.s sated t-,1`e suer tr :1'mi-so IRC int(-clam*cc:s Iaxrall)Lr x1:t+3 r.gid sheathing int:e-.al de-e::y nut:rd.unless xl.a..sc C Components owed D:acing s5.r•r es fee IMI.::tspaQ1 of esmpenr-3 neemhees oil:,ut:T±Cr 7icIiies!oig:le :his poser a int sial!•-r be I:I:red in at) TC Dead 10.00 pal Rep Mb r Bnd 1.00 C-- ! eaarr.recrr:ha..Il tact.-du:eras:uec a scat an::woad ie cceec'y.:mete Cause sneeetcr p.see eost.3i.ni 2iI:e itne,h.:ic'C.insla0 BC Live 0.01)psi O.C.Spacl ng 2-0-O sal brace des:e...,4 en:._.er.lu.r•:{2:0.(d!�tri s:_:cards Ia.::r.:C:::r..g Emit bel=.u:.aV•Ii able n cape bar Ti usetsl eurees v. O BC Dead 14.00pet Design Spec IRC C7 'q\$I TYI I.'-t'IC'+r -trcaJ:-res Ca.+c..et Acxria_an.las Cc>egu ks=x:t:icds.'lil.:_WVI.CO-`.SYOSL•\7 SA FEfv I\'FORL;ATIQA'- 9 P N 546 Washington Ave.S. ,HCSI is-?1 and 11051 SL:1.Lie\SHEETS':IF N Il.i and 1•P-=he Tuss F sr I:-6:...sci 1 Y1:es 1943:si us 5S.l7Oeszr:.a Can e,'Lsihcu, ut Hopkins,MN 55343 (932)935-4902 9'uscy:si:,t'-'.19 Tlee Al-lri.at Fens:stiJ?sFer/os oia:ion I4FPAI et:.•faint. . .....Siren..NW.S:c'-}?Wast:nsecn,n::13330 TOTAL 55.00 psf Sege T6.5.41- 0 Cr) N 04 .