Laserfiche WebLink
1 Ems: >Mx11 Castamer:Chezlee Ladd Ce WO:550924 T!:03 Qty:1 , <br /> IC PONCE 121 9111 CS2Cr IC: 2n 4 IL 61/02 DI) Doth shoed bus been loaded with 10 psf Loeati.lu <br /> 1- 2 -2326 0.06 0.19 0.24 A 2s 4 71 11001-1.6E 3-6 live load applied ase-araeoesrwtXy. 1) 0- 0- 0 7) 24- 7- 0 13) 14- 7- ! <br /> 2- 3 -3644 0.13 0.19 0.32 A 2: 4 S!1 2400!-2.00 6-7 M6S3IP1Z L060C= - This design is the 2) 2- 0-14 0) 20-11-13 14) 12- 7- 0 <br /> 1- 4 -MG 0.26 0.15 0.60 D SC: 2. 4 PL elm t11) osfseite merit of m:dtiple lsadeases. 3) 5- 5-12 9) 33- 6- 0 15) 0- 3-1.2 <br /> 21 4 PL 1!001-1.ss 16-17,14-16,13-14 All COMIE/8362!herds ase assumed tele 4) 10- 1- 3 10) 33- 6- 0 16) 4- 0- 0 <br /> 4- 5 -5513 0.42 0.24 0.66 I 10-13 ooatiaroasiy bread malas. noted otherwise. S) 14- 0-10 11) 27- 1- 9 17) 2- 0- 0 <br /> 5- 6 -4675 0.20 0.42 0.71 D 1M: 2s 4 800. STUD 04 Iwndbad per hit! 7-05, 00040, Vs 90s*h, 6) 10- 4- 1 12) 20-10- 9 1.8) 0- 0- 0 <br /> 6- 7 -4001 0.14 0.59 0.73 D 2: 3 !!P ITOD (N) 2-17.2-16.3-16.3-13 11. 23.0 ft, I. 1.00, t14.Cat. C, 11st- 1.0 TOM/302200 BODES -««------- <br /> 7- 0 -2242 0.011 0.47 0.55 A 4-15.4-11.5-14,5-11.6-13.7-i1,/-del 11d Types awl Is 33.5 ft Ws 33.5 ft !fees Omiferm 93t prom PLY !a <br /> !- ! -2411 0.06 0.66 0.72 A 2s 4 !L 01/02 (N) 7-12 in EEO some, 0001.. 6.0 psi, 1000r 6.0 pef TC Vert 104 -90 0- 0- 0 -90 S- S-12 <br /> 11O: 2: 4 PL 01/62 01) le..ia!$ebed.ie: TC Vert 1.+D -90 5- 5-12 -90 19- 4- 1 <br /> O of 1): Plates) OMNI free joint center. Chords Meat 0.C. Pram I. TC Vert LeD -90 1!- 4- 1 -90 24- 7- 0 <br /> DC PtRIC1 A= R® CSI Cr The Joint Detail Deport east be included TC 24.0" S- 6- 0 19- 4- 0 2C Vert 140 -90 24- 7- 0 -90 34- 0- 0 <br /> 10-17 -179 0.00 0.50 0.50 1 with any submittal, iamection, .ad/or Mets Imes Pt Joist to Joint 1C Vert 140 -20 0- 0- 0 -20 33- 6- S <br /> 17-16 2712 0.33 0.14 0.69 D febricatien documentation. 1/2 6-12 In-Plant Quality Assrranae with Cq- 1.00 <br /> Zmd ve <br /> 16-15 3091 0.32 0.07 0.46 2 rtieal(a) mot designed for enema* Ira tag shown is for visual purposes only. 2n-Plant Quality Assurance, per <br /> to lateral wind pressure 21 Centime. lateral bracing attached to sec. 3.2.1 of PPI-1-02, for joint(s): <br /> 15-14 5031 0.32 0.07 0.73 2 <br /> This tress is designed in aeeerdemso with either edge of weeds) sheen CR a 0-2 , 1,2,3,4,6,7,14,15,33 <br /> 14-13 5010 0.64 0.09 0.73 D the 2006 International Dssidsntial Cede nailed flat to edge of web with 3.S"x 0.13V <br /> 13-12 45 0.60 0.10 0.70 D sections Xid mooed 2.11.1 a 9002.10.2 and nails 6" e.e. T-brae.must .stand 1 Icy fy that this planspecification,specification,67 <br /> 12-11 1523 0.20 0.14 0.33 D referenced stawdeada, O.N.O. at leaf 904 of web length nal be same "'� 1"'w+. <br /> ----Mit. RUCTICIa PER=ARIES 10012104.... --- aim', species. cad grade a woe. or report ort Was preparedby me or under my <br /> 11-10 1730 0.22 0.49 0.69 D 3:-Lee Bast Vett Boris 0plift 2 Type 2s6 T-Ira.s required en ever woe ever 14'-0". direct supervision l and that I ant a <br /> duly <br /> 0- i- ! 1 1040 179 -106 D pia d "i""�'a` <br /> Mee MRCS Web FMCS 33- 3-12 1 1954 0 -206 1 1 loll "T'b.(/C� K��9m M1 Licensed Professional Engineerunder f) <br /> 15- 1 -17*2 14- 5 1349 MOMS mar: COMiCTION 9671 ICODSE A �""� lank of the State of Minnesota. <br /> 1-17 2109 5-13 -1456 ----GLOBAL.'ax <br /> 17- 2 -1483 13- 6 -137 in./ tie Ont(s) S - "r& ' Z O " ROBgItTL. BBT <br /> 2-16 817 6-12 -3360 LfSan -0.51/769 -0.25/115 6-5 f ;17.4(;::16- 3 217 12- 7 3449 tori:. 0.16 0.29 NA <br /> 3-15 1651 7-11 313 DeesmmaMe1 Camber ter and bottom sherd: -0.65 <br /> 1S- 4 -1137 11- 3 -253 Lewg tows deflection factor . 1.50l <br /> 4-14 703 Dade �, '7/1( License No. 12469 <br /> See aplamatien of 9epetitiw X S 5-12 13-10.5 1 ,. 5-2-15 �, 4-11-$ <br /> Nimbus mor, Cr' eve 1 2 3 4 S 6 7 0 <br /> reverse side of paper or <br /> 193C Poem 8.14.2007. r 600 Drop-0-I-11 rare -10.00 <br /> 6a:E <br /> 16112 \`u4 <br /> lc <br /> 6026 0-0-1 <br /> I f 0.3.2 0-10-12421144116 ---_4 ,,,,,, <br /> 676 *d Ar \Aki\hke‘s60.6->< <br /> ,, 0 sin ma 334 <br /> 1.314---=-I ..` <br /> 6.1111411141i 1511- 11a1 14-11-0 i1 110940 S50" . <br /> 7 63.6.4 a e <br /> ICCCD'!T Al *610010 PLATT! ANE )Iiteit )1220 (11. -13) Sit-LUIS <br /> 181 : lag Job: 1041: 350094 <br /> MCAD ALL MORS.N TRIO I�tT. A COPT Sr MO MAMMA TO ammo 20 TX: J3 <br /> Nm'CSH4 aonTlmCeON. raACrau IMMIT1O: Dee: <br /> -` r+�+enae+baa+ +�sr��rwr+�e«w.w.o:.ewwsr:/..Oes :Je. ddt: it/is/2011 <br /> S1 f 7 Q� �- erwe�..*-. r..++e.aye.wusry.•w.+.an�.aa.rrw.nr.1a.. I <br /> roe...!r.aa.Mars ONO rw AINI MOM MI6.r1.Mimi WNWa weRai"WINbalm <br /> +our.i+retMmrryaawrrmtoshig esr..mn.�m..arw Mit Mai.tn . !C 2.10 35.0 Est Use IN: i.iS <br /> ... <br /> Wm,litsiss, reosDuaetr TC Dmad 40.0 }tf PLC n/2-1@150 <br /> DC Live 0.0 pee IPC-06/2!4-02/1DS-05 <br /> BC Dead 10.0 lief cede: >M-!i! <br /> TOM SSA yet e$.$.30-9$60670 <br /> Design: Mrtriz Analysis Profile Path: T:\trwiob.‘32e060i3S061/ fCf1W3.pes <br />