2006-P10289 - new structure - Laserfiche WebLink

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• co Job Name: AMBROtSE Truss ID: C-GT Qty: 2 Drwg: • 0) ado I-wC REACT 6I.2. ie:•D ;C Pall SPY 01/52-12A_Y •-MEI=PLATS r•_D20:TOR USED-Bee Paint Report•• 'UPLIFT REACTZCY(SI : r Cr : 4- 1-12 576-. 5.•.C• 3.5C• 2x6 SPY C165091.5L 2-4 Placing spat - ANSI/=PI - 1995 Support Maio Kind Nos-Mind CO 2 11- 7•:2 510: 5.)2• 2 SO. DC 2x6 SP 224307-2.Or T15;2 DESIGN IS Till 17.011;031 TS RESULT OP 1 -255 lb C.• ext eiRCIwcnlure abeam are based cr-' wee 2a3 397 S VD-CAH 'MULTIPLE LOAD CASr9. 2 -094 lb c:. rte trees aster:a: a1 as=h SeearLa 22'4 SPY 8:/0l-CAN 6-1, E-5 IFC/IDC truss plate va:ues ere based on This tr.Isa Is designed using the 2x4. SPP C219C71.113 2-7, 7-4 testing ar.d apprcval as squired by :3C 1733 ASCB7-59 W:rtd Specification IC ?cm3 AIL IMP 1.51 Llwber Shear ellowab:es are per SDS. and RES:/T4= and era reported ir_ available 6.dg Inclosed - Yes. Importance Factor . 1.00 -70E 0 03 0 0. 0.12 084 , - - • ♦ • • • - • • . - • . • • doccoents scot. as ICPO 81607. Truss location - Not Bad Zoo. 2-2 -134:. 5.11 C 49 0.50 yell pattern ss_totm is for PLP loads or.Ly-. Drainage rest be provided to avoid ponding. hurricane/Ocean line - Bo . Rep Category • P 3-4 -10414 4.11 C 45 0.00 Corcentratee. toads MUST be distribeted to Permanent bracing is require: Iby otters) tc Dldg Length - 4C-.03 ft, Bldg Width . 26.00 ft s-5 -:26 4.32. 0.32. 3 32 each ply egsa:_y. Cr.71.11=:-p:y..:IC hanger., prevent rotation/toppling. See SCSI 1-03 Kean roof height - 21.90 ft, epi - 9C use 2' mails =a.. into the :arry.ng neetber. and 1411S_/TPI L TPI Standard Occupancy, Dead Load . 12.0 psi 8: rtIet alt:. ar-. C5: ?cc core char. 2 ply, use additional fasten- 2-?LY! 7...l r11115 2-3X. staggered (per NCS) .eiLgned as MaLA Wind Force Resisting Bysttn f-7 :ct7 :.23 2.5! 2.40 ems as indicated from the bade ply., or use :a. TC- 2 9C- 2 20838- 2 ••PIA ?CC-Te.. end Components and Cladding -0 1401 :.7:3 2..C! 7.68 env other approved detail Iby others). Tributary Area - 198 soft • • • - • - • • • • • . • . • • • • • • • - :CAD CAS! el DlsIDN [MACS urs roses _6I a5$ 7012:c :51 Dir L.P1E :..Loc R.P.0 2.Loe :L/3L 4-: -:331 0.01 4-7 9:2) 0.11 TC Vert 53-00 0- 3- 0 93.00 C. 1- 8 0.78 2-4 -3132 5.52 i-E •1:92 0.27 TC Vert 45.1C 0- .1- 8 45.00 LL- 9- 0 0.7d 2-7 9022 0_11 0-0 •1:5) o.C'1 TC Vert S0.30 11- 3- 0 93.00 11-:0- 0 0.78 3-7 139 0.10 PC Vert 20.39 0- 0- 0 3*.00 0- 1- 8 2.00 BC Vert 10_05 0- 3- 0 :0.70 11- 1- 0 0.GC BC Vert 20.03 .1- 5- 0 2c-.30 11-10- i 0.6C CRITICAL P0131: LOADS Typo B.Lae Max/Our Kin/Sar =C Vert - 1- 8 63/1.15 2/1.60 TTC Vert 1-11- 4 42/1.15 3/1.60 TC Vert 3-11- 4 92/1.13 3/3.60 STC Vert 5-11- 4 42/1.15 2/1.60 14-0 4.11_ 4 441-4 ® gre 'lett ?-1:- 4 3211.15 3/:.60 145.0 5-11-4 10-104 ±FC Vert 9-1'- d 42/1.15 3/1.60 TC Vert 3C- 9- 0 61/1.15 2/1.60 f 11-0-0 . 9-10-8 11-0.0 l SC Vert 3- 8 13/0.90 8/1.60 DC Vert L- 9-32 1E43/1.15 -1./1.60 6-1 2-PLYS 7'-114 - BC Text 1-11- 4 9/0-97 511.60 i 9 4 6 BC Vert 3- 0-.2 1E93/1.35 -11/3-6C to REQINRE 1 S -14,00 1 BC vert 3-11- 4 9/0.90 5/3.6: CT BC Vert 5- 8-12 1904/1.15 -11/3.63 Cr) tAXia-10 2-4 MXA-I0 BC Vert 5-31- 4 5/0.50 5/'.53 r- - H_ Tart -1- 8-12 4073/1.15 -658/1.60 I % \\ SC Vert '7-11- 4 9/0.90 5/1.60 N •�3jfJ ��• SC Vert I9- E-12 201/1.15 26/1.60 In /� �� SC Vest 19-31- 6 9/0.90 5/1.60 CT a Vert - 9- 0 13/C.33 8/1_60 252 I 2-4 I. `ii! 2I 24-2 SHIP I MX CE PLBCTI,If (spam a I g•�•Z Ii -_ _= Ia-1 _/089 20616 7-8 (LZlsl LC Ill Min= Il tP -0.15' C- -3.09" T- -0.24' 12-12 ===== 10-10 18.10 10-Joint-0Loea51a11-10- 9 i,q� _ 2 1- 3- 0 5 0- 0- 0 a� \/ 1.14191s} ,S t o� 5411413 . o 0 3 5-11- 4 5-31- 4 -04 0 10.13- 8 8 11-30- 0 It-10-B I 6 7 6 6.11.45-11 5-11-4 11.10.8 12/ 5/2006 All plates are 20 gauge Truswal Connectors unless preceded by'MX"For 11S 20 gauge or"H-for 16 gauge,positioned per Joint Detail Reports available from Trloswal software,unless noted. Scale:3!8'=Y WARNING Read off MO!el ori this sheer and ivr a CO ) f it to the Erec�ui Contractor Eng.Job:s x WORK ORDER# a I -.1Ti::s.1.0 n fa.an nnlo iesel terid.tta:u-yrr .an n x <_s aes:r IC:u beta bis len sprei-icffloas pro:odor:*:he compo'vor natm:aeu.rcr Chi:RM N rEngineered ani dant a te:or-ire!.unit:he eur:�ent:es aas ofTPI and AFPA-tears su.diris 0a respond•.:i:y is alsc-�et:or limo s:cul a:cmacs rananrir.a 87601 'Q' cm lobe vrifiel he the:thr-peaen:r.-anufacjcer ane.'ar tuilc:ngds:ger p•i.a so:.bac:rise Taciel.4Er.5 Ees.gnerine:e:nr in the:re Ips Degru:MJK co 1 B u i td i ng 3 ised en s les:a::azet a:sicced the lash-kg itcpese 2,,-:hi building eoie a:3 the pr.:ic.r spp::coia. :he assign aeras&al_o rep e:a•C TC Llve 35.00 psf Du-Fees L=1.15 P=1.15 Components .deral.y brace-14 Esc et:lox smashing psi.ht]rA:ant east is:stored,laacef ,t ipd she2!h:!6-satec_s.'c s sass:e9.unless ether:she noel Dracisa ibt-.n is:kr Intra supper:7rswr.pcners incubus cub 4,redsc'x.;:hn1:tee!h Ten campstam s:at-a 2C Fla:dd is rcy TC Dead 10.00 pet Rep Mbr Bnd 1.00 e..ia:Pr am t a es.cause:h:mutate armee:.00 ds mood re et;aed I.:,,:.spec:carie canaries pltet oe-rosicn ,abrieste,trek,mine BC Live 0.00 pef O.C.Spaclog 2-0-0 CD ra T-a:e elan-:s!--:aexrlsra•si.d.:he fcf 0-e g=sedum. len-and Cussing Delpil Repan a+r_stle as curs G asp fires•al seRwu:. CS AISFTPI:','tv:CA I -WassiT•esa Co---see:of Jure-:a$tended:)e±S Rsesnat'hs Wes.-el.J DI:C.:C01I1.614ENT SAFETY INFORht:,T IOt- BC Dead 10-08 pal Desiga Spec 1RC N 146 Washington Ave.S. sBC51 I:3}see'13C51 512!.15.VI SHEETS'b...WTCA anc'TPl'1-.,e:res Plre Inssace r?PI)ii lv:amd r}5)t70:a9 se'see,Mali :a, 1 Hopkins,MN 55343 (9524 9354982 W:3eomie 32':c T:•o:attic::rarest anJ Paper hssaaat:r(AF PA):s..n.ctslat I I I I ISOs S!rcr.KW.Sse SJJ.NAshmessm.DC 2CCit TOTAL 55.00 psi (Segn T6-5.41- 0 - M N a . •