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10 <br /> •-1 Job Name: AMBROISE Truss ID: K2-GT Qty: 'I Drwg: <br /> O ^Sag x-Ccc sCA5155 PC0•1 TC 2x4 SPP el/s2-CAN Kab brazing required at each location shown. UFLI2T R3A:r:CN%9i . • , <br /> 03 1 3- 4- 5 1496 6.12' 5 50' BC 2x4 SPP 111/42-CAN ® See standard dataile ITX01C572C2-00L rev11- Support Stain Wind Non-kind <br /> a2 16- '- 2 14:5 5.35• 5-5s• 2x5 SPP 0165011..56 3.-1.0 ••(PMI.PLATE HCMITCR memo-sea Joint Report•• 1 -197 .b <br /> ser.aEL`C1asaI I i shown sr. t.s.d :NAY N2. 2:2 Sir ST•"D-CAST Placing spec : ANSI/TPI - 1955 2 -391 Lb <br /> or_ ate 7rtse ZJ.s : each.Scar:r-g 2x$ 621" 111/112-:.AK :-1. 11-5 THIS 3E01.es 1S TES COSPOP=TE RESULT 07 RCRr2OOTSAL sRACT=C1(SI I <br /> 2x3 Sir 111/s2-LSMK ;-2. 5-11 Mt.V1FLE LOAD CASTS. support 1 191 lb <br /> SC 7=SCE 531 saw co: Lumber shear allouablea sre per 11=5. =11C/I21C truss plate values are based on This truss is designed using the <br /> 1-2 -152 0.63 a 75 0.75 Loaded !or LC PS7 nor_-coneurree.t BCC. . testing and approval as required by IBC 17C1 ASCE7-90 Kind Specification <br /> 3-1 -2536 3.1: : 65 0.56 • • 4 • • • • - -• • • • - • • - • - • - • and]WSI/77I and are reported in evailabli Bldg Enclosed . Yes, Iaportence Factor • :_CO <br /> 1-4 •1117 0.61 0 21 0.26 Un restrainedhor=s. L. detection . 4.35 - dcccneats such as :CBO 01607. TrIss Location . Not End Lona <br /> 4-5 -2516 3.11 4.4s 0.56 • • r i . • - . • • • - • • - • - • - • Crainage taus' be prcvided tc avoid ponding. Hurricane/C:een Lima .- No . Sap Category - B <br /> S-6 -2;1 a 0) 0 51 0.3e Permanent bracing .a regained Iby others) to Bldg Length . 40.03 !t. Bldg Xic,ch - 26.00 ft <br /> prevent relation/tcppliog. Sae SCSI 1-3) bear- roof height . 27.62 21. mph 57 <br /> ec s_sec AxL 517 cos ard: ASS-/TPI 1. 251 Standard Occupancy, Dead Lea= . 17-3 pal <br /> 7-9 2333 0_51 6 34 0 65 neatened as Mein Mind Force Resisting System <br /> 5-9 1235 5_11 C 45 9.59 and Components and Cladding <br /> 3-10 1236 0-13 0.55 C 23 Tributary Area . 51 541 - <br /> LOAD CAWS 41 DESIGN WADS - <br /> 1;a: 2�sD D_s9 6.16 o.�s <br /> Dir L.P1! L.LOe �.Plf 2.Loe LL/T1. <br /> IMPTC Vert 11C.OD - 7- 2- 0 110.00 0- 0- 0 0.64 <br /> .350 55 0.03 4-9 705CST 49 rO6 .4I <br /> 7-1 -7 :ac C.45 TC Vert 91.00 0- C- 0 30.00 19-13- 4 0. <br /> 75 <br /> 2- :900.71 -1: .5.i C.11 <br /> TC Vert 11C-00 14-1C- 4 110.00 1.5- 0- 4 0.64 <br /> 2-00 80 <br /> 7 0.69 5-12 V: C.52 <br /> BC Vert 20.00 7- C- 0 20.00 S- 7- 0 0.07 <br /> 8C Vest 10.00 5- 7- 0 16.00 5- 3- 3 0.07 <br /> 1-9 E94 0 45 11-6 -15 <br /> 1-9 574 0_41 5-11 -7253 3 0.7373 EC Type 2C.OD 9- <br /> C. 3- 3 2C.00 14-1C- 4 0.03 <br /> ...Type... Lbs X.Loc LLfTL <br /> dl.-17 4-1-0 0- <br /> TC Vert 60.0 - C- 2- 0 __0.3 <br /> _- s1 1-0 2.5-13 <br /> -i TC Vert 60.0 1.5- 0- 4 :.oJ <br /> 2-5-13 6-6.13 12-4-7 14-10-4 CRITICAL POINT [CADS - <br /> 2-5 13 1 4-1-0 14-10. 4-1-0 2.6 13 Typo X.Loe Kax/Du= Kie:/Crr <br /> 1 2 3 4 I5 61 BC Vert 8- 3- 3 605/1.15 -353/1.65 <br /> 1x00 !11.30 1t 90 1 -1600 <br /> 5-1 - 5.8 MAX DB?:ICTIOt6 (span) . <br /> 141i .5-a L/891 1.12K 5-18 :LIVC) IC 1 <br /> lD i Lf -J.LD" 7. -0.11" Te -0.30' <br /> On / 1! II Toir.1 Locations <br /> Cr) _/ II ll • <br /> I 1• �C- 0- 0 i O- 0- C <br /> 1` s I1 2 - 5-13 8 3- 2-1C <br /> N 1 i1 1 E- 6--3 3 T- 5- 9 <br /> C1') 4-2-12 11 1 4• -12 4 E- 1- 7 30 11-10- C <br /> 7.10 Il�, -10 5 12- 4- 7 11 14-10- 4 <br /> --,......,,,/ 6.0.14 1 j 11 q 0.014 6 19-10- 4 <br /> S ` It 1 j.'-- I SHIP <br /> 1>_g1>_-�� <br /> 3-4 <br /> 244 1701101 <br /> 1Ioii /' -V V laws-12 <br /> MX15-12 <br /> 12.00 I J-12.00 <br /> 6' P 44400 <br /> 0-VI 24-012.4.......i <br /> 2-0-0 <br /> 1./016.1 <br /> 17 8 9 10 11 1 <br /> 3.2-10 4-2-10 4-4-12 3-0-4 <br /> 3-2-10 7-5-4 1111-10.0 1810.4 12/ 5/2006 <br /> 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 front Tluswal software,unless noted. Scale:3116".1' <br /> WARNING Read mil Jrores on this shoe(and Rrl-r a ropy cs it ro the Eree!iag Crr_tractar. Eng.Job:.EJ. WORK ORDER# <br /> etc �_- Engineered This.design-.;fa-a:.indn iltel tailJl::l'calepaMM.63;truss system 11 has Sixassn:ca sue::125,55 p v.iced try i!,e:curl.•.•..:mr--f-,elures Chic:RM <br /> CV and lane-.a se:vdsrc:..i_::Dec--c:•skis:nc Tel-�4AFPA.cern shee.4,9 ht,.2=2wl:Cc:,is assume fn Casensiaal:..::wa:y D.r, iiws DSpnr.MJK 87601 <br /> Q' are lo'ae cc.,Fred t)the:.:C :es:rsrtfa:I.:a 51134.built:;Jesi532r vi.:Ie-lvicitc. The S-:Idmg de9eg n 1.:n scenca Ilea:he 103.b <br /> CO '-Ei Building _:3eeeSoe-.:his desir.n,.eFoe.cre:!:he iniac.g-ap3ssz5S:se.- a:blildmgl+'+_2-.•.cl061•4610-)p,lie_ra' fx x1.i0II ._eslha:lhe'C3/Sax TC Live 35.00 psf DurFacs L=1.15 Pa1.15 <br /> L <br /> 0 f Com onents is lrralb la iced. tr,..6.40-:leer in:oohing 15•1:hr'zonan:char.:.char.:.kir:ca s 3,4451T s 1:514;4 ihirg r.-rteriul C 5::v 21 12.J.un!e:s 5tnv-aIC Dead 10,00 psf ►Rep Mbr Bnd 1.00 <br /> Pr.3:et BrIco5 she•+-s k.:40::I!supper JI-ta:arms•»c n•e31br s ,.7.):eJn:c.r..:►M::s'eae:h This c-npalenl s-Jr o.M rte:ef in r. <br /> -I ea.:xi: c,.I I cul 4,1 1:;•-s:II.n � <br /> :Jiss-,rauen: IL ..ev <br /> ec 1...: ;Viz:ex.na:4 i 2 ;:CL-33. a: m.:Jet Cal;..3113$1.:n rAxic_e,ba-c _: <br /> e. sell BC Live 0_00 psf •O.C.Sd <br /> paag 2-0-0 <br /> O l� s::4 t'a:e:Ins rms.-ax7abn0e%al:d:e f Ikwns.LCIds Ja'.31111 ac!Cuff.!Lieu::Aepys...-s:.LI.u C.,4,0_La-ltusri..,prate. BC Dead 10.00 psf Design Spec IRC <br /> C11 a?51=r3s '.C:-1 I-Wo..l:uss Cams.1 cc-X:.n:I lm"Jail Meer Retr.asih!ii ra'B1L1_DI NUCOMPO EhI SAF_'r I\EORNIATIOP.- <br /> N 146 Washington Ave.S. oicsi •::.c„-3L J;l.M.V-NOF'411297:le.Vat'A.mJ 7111-r-e"-r_a Pim:I,,,n,:c 11Y1:e Deane al 513 D'Oac r J D^e.111:Jsa.. <br /> ... <br /> Hopkins,t4N 55343 (952)935.4902 s.ac::...! ;0 1-es Alec.COi Fane 11:.J Pate 4.,•:•41.--:IAFT.4::a l..:a:«..:1!:1:4:h 4r.el Ns Sue E-7,wasbaq•1ca.7(-2C)1O TOTAL 55.00 psf Segn T6.5.41- 0 <br /> N <br /> a <br /> as <br />