Laserfiche WebLink
Job Name: AMBROISE Truss ID: K3 Qty. 2 Drwg: <br /> e0 aa.: X-.00 tsar 53:6 RCC', T: 2x4 SFr C22031,1.08 slating spec : ANSI/:FI - .995 CAZ!PT REhCTION:s: . • <br /> 1 )- 2- a BIC 6.44• 3.5:• )c loci SFr 01/02-CA1 771=3 :ESXG7: =3 Ziff CCKPOSITB ABSULT Or Support CAC Sind Nen-Hind <br /> G4 2 5- 1- 6 Sit 1 53• ).5:• egg 22x3 SFr 3T0c-CAN KCL:IFLE LOA: CASES- 2 -594 .b y <br /> )a,RCCL'IR® <br /> IEntS shorn Cr.are ane_o*L1 2R4 SFr 01/02-C3Lt 5-1 IRC/=)C truss plate valcas are based on HORIZONTAL TELA_r Oscal h <br /> at Lite trues eters.): as ear:bear-103 Umber shear allowables are per N.B. testing and approval as required by :BC 17C3 support 1 617 =_ <br /> Loaded for 10 Par ton-coneurrer-n ECLL. and ANSI/TFI an are reported ir. ave'-:able support 2 617 lb <br /> rC 75RCe Aa, END CSI Sad verticals are designed for axial loads docunsats such as Z=BC 0153'- This truss is designed using the <br /> 2 -292 C.)C 0.91 t 91 only unless noted otherwise. 1SC27-SS Stied Specification <br /> • 2-1 -Hi. t.2: 0.11 :.9B31 Exeansions above cr bolos the truss profile d9 Lnchosed • Yes, Dsportaoce Tartar - 1.03 <br /> 3-4 -121 C.)C C.75 :.=9 lit aryl have been designed for loads Trams Location . Not Rod Zone <br /> indicated oo'y. llorizcc.al loads applied a. Hurricane/Ocean Line - No • Mg? Category a 3 <br /> E C 7 SCZ ax:. ENE CSI the end of the extensicrs have roe been 01dg Length a 40.00 it, Bldg Width - 26.03 Lt <br /> 5-6 -56. C.)C C.:9 •.39 considered unless shoal. A drep-leg to as Bean roof height = 27.35 It, mph a 9C <br /> -7' 504 C.LC C.29 1.229 otherwise unsupported wall aay create a :PI Standard Cccupancy. bead Load . 12.0 psi <br /> :singe affect that requires additions:. design Designed as Main Wind ?occe Resistir-g Bysten <br /> 3153 roe:! _B= 335 rC63 CE- consideration (by others'. and Cesponents and C1addir.B <br /> 5-1 -714 0.C9 99: r =ributary Area = 23 soft <br /> 2-6 555 0.35 4-7 217 0.11 <br /> 3-6 -445 C.:2 <br /> slsx DB7Lscrro: ;spin: : <br /> L/715 NEN 5-5 :LEVI) 1 <br /> a -0.09" D• -0.05" Te -0.11' <br /> 5-vu _ == JCiLt LoeatiOnS =_•__ <br /> 2-0.0 7 r,"_ L C-- 3- 0 5 3- 0- 0 <br /> 4e6F2 O- 0 S 3- 3-15 <br /> 2-0-0 �I3s it N 1 2-15 - 5- 9- 2 <br /> 1 9- 2 <br /> 1 2 9 4 <br /> 44.77 • <br /> '-I <br /> w <br /> lD 2-4 - - <br /> at j <br /> en <br /> - <br /> to N 3-0 54-1 <br /> CT <br /> 60-1 ALe:S <br /> 24 li <br /> i SHIP <br /> i <br /> ,.6 3.4 i <br /> • <br /> 2-4 24-0 24-0 <br /> Io-mo 1 i '_ <br /> 2.6 <br /> - 11.00 I <br /> 9 <br /> 0-2,5� 2.6.6 e <br /> 5.9-1 9_La <br /> I <br /> 15 6 T <br /> 3-1•Is 12.6.3 <br /> 3-2-15 5-5-2 <br /> 12/ 512006 <br /> Alt plates are 20 gauge Truswat Connectors unless preceded by"MX"for HS 20 gauge or"H"for 14 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:3/f6"=1' <br /> WARNING Rod all::ores on this stare:and give R copy of it to the Erecting Corr:anrtor. Eng.Job:_EJ- WORK OROER# <br /> 04 Engineered 15.1 design's rel 2n::3.cidei ba,IOraa:µ sir: <br /> cc:vt: Nun 2)112)111.31. ::h; "mc:av s cn tcs.. ;r. <br /> r s 0,:eitr:ler. 1112,-.1=11.11,c,,c71112,-.1=11.11, ChI4:RM <br /> r"I � r and isnr'-zzersiince oils C.ea cm rs sass of TPI aid M'tA dr.r..l:Ctiee.n .0 In 3.47.1".,[31.,es assumed to Jin:c wiens_sc:uraci D.:nou:n s 87601 <br /> Q' art ho+e r-i isd r.ler.ampeneC:srunrfe:...--noun build:74(.41 er pa.:c f*:icrics "Cie briIJirgetatee muse.:s:e'1 r.%a:I.:heal.co I �grn.MJK <br /> :ilicec a'alis iesii.=wee'cr aces J die Ia:e:,;:mpc--few n:At kcz i..IJih;Ocie r.--c.:-..e I•=•swat apFhe)4 ac Tx,tes'F ulurr,Ihs.'ht 4a3:hard TC Llve 95.00 psf i DurFacs L=1.15 P=1.15 <br /> ComCso n ants .1 Icca.'ir bond Ly i race us doer shsauhies Sal ehc n,i,ne cL.rd i,-metal,::eco .rid stirs:he:1 rust.II Eno*a'u.hed.ceders:.erv--se <br /> ,V143uilding <br /> P toted lit.:.:es-ce.a:e kg 141C-21 soups:ei:as1uresb r.'emlx:s cosy•a ri_:eD.c1.l:na:endh This eaeg.+nres eine nob:plazei in_:) TC Dead 10-00 psf -Rep Mbr Bnd 1.00 <br /> on u• a:e.1 phs..-.l cone lhen3isu:rcnden:ce Ihr aced aeL*4.i.A:oro.2530 :mosze Mtn eaa-situ.i stri:.:c.flange.nuu0 BC Live 0.D0 psf D.C.Spacing 4.0-0 <br /> C3 - .1 <br /> ata 4'-311532 in a mxame with:'s rale.in0 Oaehr is.Lo..:r:L C.:m:O Drai!kgx:n'at s.bth IS:w sir:a ea:I ental sohws e. <br /> O AI S1-P;r'UTCA-'-'•9crE:nus Canal er:;ar a.Seer63rc Design Resp-.r..rzeiries.'tri-I'DING COSIFOMEh-SA YET?INFU3a141 ION'- BC Dead 10.00 psf Design Spec IRC <br /> N144 Washington Ave.S. BCSI:-33y 2nd*SCSI St:Ni uI.AZY SIiEt- "1:11.-A ETS . and Til Thr Pussis-e:sea:_a OW a;'acahel w 32'00n:irio Chis e.h_sc-sau. <br /> Hopkins,MN 65343 (9521 935-4902 t acvniih:53"!C The.4-on its:Fo.esh and Fageh Asssc:.Ik,:.AF?A)is-xred x 11I I 13:h 5:-ea.SW.5'e a33.51 ---g aa.DC 37t35 TOTAL 55.00 psf Scan T6.5.41- 0 <br /> Cer <br /> N <br /> 17Ch <br />