2006-P10289 - new structure - Laserfiche WebLink

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t NI Job Name: AMBROISE Truss ID: B3-GT Qty: 1 Drwg: CD era II-LCC REACT SSZI az:•E TC 2.4 SPP 51/82-ClotWeb bracing required at each location abowr.. UPLIFT RtAC:IONIS> : 4 • x6 tn 1 0. 2-12 2411 5.57• 1.11. 2SDP C1650r1.5f 2-3. 4-5 ® See standard details (:x91057001-001 revl). Support Main Wind Non-Wind id 2 19- 7-12 2432 5.57• 1.01• p_ 2x6 SP? 0155071.51 Plating epee : nNSZ/TPr - 1995 1 -856 lb CI. coo 911131.73:nees90175 shown sea basal CULT egg 2x4 SPP 01182-CAN TWIE 0182011 59 ?119 COMPOSITE RESULT OP 2 -889 lS on trw - T each bsar.ng L-sxber sheer allowable. are per 1009. MEILT:PLO WAD CMOS. 10R3.20115AL RZACT2011(0l : Loaded for 10 PSP non-concurrent BCL(. ZSC/ZBC truss plate values ere based on support 1 131 /b rC 7O11CC AUL cIr• ass Drainage must be provided to avoid ponding. teatleg and approval. as required by 2)C :703 This truss is designed using the 91 0.00 0.15 0-1T Fernanent bracing is required !by others1 to and MNSZ/TP2 and are reported in available 81015-95 Wind Specification 2-3 -1040 0.02 0.49 0_51 prevent rotation/toppling. See BCC= 1-03 documents such es ICBG 81607. slag )neLoeed . yes, Drportenea rector • 1.00 3-4 -15911 3.04 5_44 0.40 and A11SI/TPI 1. Sod verticals are designed for axial loads Trues Location . Rot End Looe 4-5 -1045 3.02 0.49 0.51 only unless noted otbareiCa. Mirrieane/Ocean 'i:ae . No 3xp Category • B S-6 92 0-00 0-17 0__: lintansiesa above or below the truss profile Bldg Lar.gth . 40.03 ft. Bldg Width • 26.00 ft (if any! have been designed for loads Mean roof height . 25.22 ft, app 90 BC Teres ALL 3107 CS! indicated only. Horizontal loads applied at TPI Bta74erd Occupancy. Coad Load . 12.0 pal 7-0 610 7.06 0.14 0.21 the end of the extensions have not been Designed ea Mein Kind Force Resisting System 8-9 1500 0.15 0.40 0.56 considered unless shown. A drop-Leg to an and COeponents and cladding 9-1c 1500 3.15 0.00 0.55 • cthezwise unsupported wall may create a Tributary aro - 81 sgft 10-11 610 3.01 0.14 0.21 hinge effect that requires additional design - -LOAD CASs 01 DISION LOADS cor.sideratiou (by ethers). Dir L.P1I L.Loc 5.915 R.Ioc LL/PL NCB !OBOE CSI 1403 705CC Cs- TC Vert 110.00 - .1- 5- 4 110.00 0- 0- 0 0.54 -344 C.33 4-9 -555 0.7: TC Vest 00.00 0- 0- 0 90.00 0- 3- 6 0.70 2-7 -2167 0.47 4-10 .539 0.30 TC Vert 45.00 0- 3- 6 45.00 3- 4- 3 0.78 2-0 974 0.24 5-10 974 0.24 .- TC Vert 90.00 3- 0- 3 90.00 4- 1- 2 8.78 3-9 -519 0.35 3-.11 -2117 0.4; ?C VOrt 45.00 4- 1- 2 45.00 6- 1- 2 0.78 3-9 .558 0.59 a-1.1 -540 0.05 TC Vert 90.00 5. 1- 2 90.00 6-10- 1 0.78 `/�-'` TC Vert 45.00 5-10- 1 45.50 1)- 0- 0.78 •••°- TC Vert 50.00 13- 0- T 90.00 13- 9- 0.78 1±11.-4 6-9-7 4-0.2 6-9.7 TC Vest 45.00 13- 9- 6 43.80 15- 9- 0.78 1-1-12 7-11-3 11-01-5 18.8.12 ds TC Vest 90.00 15- 9- 6 90.00 16- 6-55.78 TC Vert 45.00 15- 5- 5 45.00 19- 5.78 10-1; 6-9-7 i 44.2 6-9-7 111.1? TC Vert 53.00 19- 7- 2 90.00 19-10- 0.78 1 2 p_ 5 6 6 TC Vert 115.00 -s9-10- B 110.00 21- 3-1 0.64 HC Vest 20.00 0- 0- 0 20.00 0- 3- 5.50 J 1 _ � -9.76 1 -IT BC Vert 10.00 0- 3- 6 30.50 3- 4- 0.50 BC Vert 23.00 3- 4- 3 20.00 4- 1- 5.00 Ip89 8-5 BC Vast 00 4- 1- 2 10.85 6- 0.00 1.0 rella.4 �_ 20 vert 20.00 6- 2 20..00 6-10- 1 0.00 8C Vert 13.00 4-10- 1 10.08 13- 0- 7 6.00 1J HC Vert 20.00 13- 2- 7 20.56 13- 0- 6 5.00 CA f 47.6. HC Vert 11.00 13- 9- 6 20.00 15- 5- 6 0.00 mr BC vest 23.00 15- 9- 6 20.10 16- 6- 5 C.CO 041 lr • t ) 1 7- BC Vest 10.00 16- 6- 5 10.00 19- 7- 2 00.00 00 1 \ ri HC Vert 20.80 15. 7- 2 20.00 19-10- 8 0.00 11 Typo... lbs X.LOC LWT( : g Yect 60.0 - 1- 5- 4 1.00 99'8 3a , r' gFYrt 60.0 21- 3-12 1.00 ` CE-.TICA:. 90217 LOADS T ' t \y� Type x.Loo Nex/Drr Mln/Dur CA /I'I/�- ` /4'\ TC Yert 1- 3- 6 50/1.15 5/1.60 I TC Vert 2- 4- 3 95/1.15 9/1.60 2-5.2 2.5.2 TC vert S- 3- 2 100/1.15 -118/1.60 1 I.I TC Vert 7-10- 1 10!/1.15 -59/1.60 Vert 7-11- 9 1B4/1.15 -50/1.60 74 54 74 54 74 TC Wart 9-11- 4 175/1.15 -15/1.60 U; � 6 ,s-a 1717.1 :2432 n 11 -�ia. R:243288 19.10-9 17 a 9 10 II 1 3-0-0 6-3-4 8-3_4 1 3-0_ 0 3.8-0 9.11-4 18-2.8 19-10.8 12/11/2006 Seale:5137-■I' WARNING Read all nates on this sheet and give a copy of it to the Erecting Contractor. Eng.Job:.E4. WORK ORDER# Cr) ere Engined This Jen :5 kr c t:.deiicri Ifms o0nryonem Iron s.sr.a I:has teen laved en speciCieahals 7weited ly i r componrl msrulatlur.r Chic RM sad dime:e secorislce will:die caffein...unions ci TOI cut ArPA dnipi aaniwds.No«i1 ei li:uy is assumed ler diR.e:ItiunL'ae:urtey Dimersn amine:1tJK 88803 Q` req Sc vin lied or ate tampon.,roxm_/cturer rdu:3..Idm1 designer pear to 1'3M-calico The"u-•Wing*signer mass=main:might lea.* a Building m:se id CC.2.1i5 dnigr r ca a =owed excess Ce loading= ed by Iced telco g cede Jail the pwricalx..7Iiesus:n.The dears assurret Ihen the op cher! TC Live 35.00 pal Due ses 1..•11.15 P.0.15 03 `�C is 11K-ally braced by dm:neer x er fs:Ie4i•:als Y2 t e lcesrs:Chcrd it boric ly tread Sc s:,pd shse;Ains materiel diree0r o:Inched.unless a:herwise jj1omponents wind B:x-4 spawn is far beta agent of eompe,nr c s:embers only Ie reduce bue't ins kms-. T:is tern20 C01 shad net be placed in to TC Dead 10.00 pal Rep Mbr Bnd 1.00 [.- c'..:cv:u•e-t the.:a racer the manage cu c,a of ex woad:a exceed 195..aed•.r cause eanteaar ia:e aorracimn Fatricuw.'aedle,install BC Live 0.00 pal O.C.Spleing 2.0-0 CD ad Maze:s,s Irvin in sa:cedarcc.,uh:he fdlaw.,y standards.'hist and Cmc;g Dar-1 P.epace:Nibbles:swipe from Tr.s.al senwur. O •..4V51TP11•.'x-rCsr-atoeiTSa.Cas+::_ofAr.•ernoSwndndDeirg--sespcnsillWes.71U_LDINc-COMPONENT SAFETY INFORMATION'- BC Deed 10.00 pal Design Spec IRC (V 146 Washington Ave.S. (OCSI':l?.and'SCS:S..b2-tlRY SHEETS'of WTCA and TP1 T:eTr35Plo:e Inst:e:e(T?p ii locuet at 553 D'Ocofi Jo Dave.%Lainen. Hopkins,MN 55343 (962)936.4902 %iscc,u.:33719 :he Arrer•c2•:Ryes and?ape-Asseoitrian:AFPAI-t Ixs.M AI 1111 ISIS Siren AW.Ste SuC.µrulungsat DC Zmb TOTAL 55.00 pat Swan 76.5.41- 0 1 MI a