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9415 18TH AVE W 2016-01-01 MF Import
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9415 18TH AVE W 2016-01-01 MF Import
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Last modified
4/19/2017 5:41:41 PM
Creation date
4/4/2017 3:27:50 PM
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Address Document
Street Name
18TH AVE W
Street Number
9415
Imported From Microfiche
Yes
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Jon ��uss <br />'Jl]aP:s B@ <br />Gi:pe.lteo�; a�nPonWAo8lDJme <br />i].nt< )� <br />y a <br />.# <br />� <br />Ifms� Iype <br />' —�qN�011 TNY <br />cw u <br />'oi� -riy �ia,_c���-,..,::_r. <br />10 78kK00roo]F9��19y.t.oz�xoex ��rccuaa���rw <br />a_ __ ��.e9]__.._ .__.'_—'___'—lpaa_. <br />�b13 �N <br />;.ioi.ine�� <br />�.ia �� imm = <br />r� <br />u <br />ta e ia is <br />t0a14 -- <br />iEEaJi'_� <br />c_a'e = t �P : <br />_..._ _ _.'�:�� <br />- _— - d <br />ia <br />..iz <br />r,>,, <br />�r.z.0 <br />.ui94- � .. ___- iai.iy_.-_—�_ . — z0.r-0. _ __ . _ <br />„ '_-'... ._... . _ aan uio.o <br />aio-o _ __— _ - - - -_ _ . _ __. <br />—_ _. _ - _ _--._ <br />PI��eO��sets %.Y1:11.4}9.4ZOJI30-7�.04�-PIIS-4}9.42-01.f60-5-O.P5-41ITP_Sc0.0.G_4� ._ -.._. _ <br />�_ _- _ _— . _ — . . . __ . �_ _—_-.— __- <br />LOADING(psq� I SPACING 2-0-0 � C51 OEFL in (loc) Ytle11 Ud I PLATES GRIP <br />TCLL 250 Plaleslnuease 1.15 TC 0.62 � Vert(LL) -0.18 &7 >999 240 MT20 ID5'14B <br />TCOL 1U.0 � LumCerinvease 1.15 I BC 0.88 ' VerQTL) -0.35 67 >664 100 MTieH 185�148 <br />BCLL 00' � RepStresslna NO � 063 � Hoa�TL) 0.06 5 Na Na <br />BCDL 80 COCeIRC1009/TP12W7 �Matrix) I WeigM�.2NIE F7=2o��: <br />I _.__- . ___ "_'.__ - __ . -_ ____ l__.._- .-._'_..__-__.--' �__-___.. _. <br />LUMBER BRACING <br />TOP CHORD 2% d DF SS TOP CHORD SwcWral wood s�ealhing tlirectly aDPheE or 3-�-i 5 oc pun�ns <br />BOT CMORD 2% 8 OF SS �OT CHORD Ri9i� cedmg tlrtectly appiietl ar 10.0-0 ac braun9 <br />WEBS 2 %4 HF No2'Ercept' <br />W 7: 2 X 4 HF S�utllS�tl <br />REACTIONS (Ibleae) h�687910�58 (req.0.5�111 =-�G95o��5-� naq 0-5-17: <br />M..r Hoa 1=-0i(LC 3) <br />tAna UPIm 1=-2951LC 51. 5=�299�1.� G� <br />FORCES (Ib�- Maz. Comp./Max Ten. -All larces 250 OU� or iess ezceF� �+���en sno�,m <br />TOP CHORO 1-2--!1903/529, 2-3=�117201541, 3-d=-' 1]32,SA2. d-5=-1191G:570 <br />60TCHORD 1-e=-4 7 0/1061 0,8-9=d70110610.7-10-�470i1�610,7-10=�:7C�iG0ID.7-11=262/71i3, <br />11-72=-26P17173. 12�13=-262/71]3, 6-13=26217173, 6�in=�429!10623 <br />1445=-0291106i3, iS16=-0291I0623, 5-16=�4 2 911 06 2 3 <br />VJEBS 3-6=273/6010.4�6=3551107,3-7=�272159d9. 2-7=-353�t0i <br />NOTES <br />t � 2pry lruss �o be connectetl taget�er wiN tOd (0.131"s3"� nads as ICVc.vs <br />T�p chorES Connedetl as lollows'. 2 X 4- 1 mw a� 0-7-0 oc <br />oovom cnoras connecte0 as foilows' 2%8 - 2 mws at o�5�0 oc <br />V1eos coi�� ietletl as lollows'. 2 X 4- 1 roW al 0.9-0 oc. <br />2� Au IoaCs are consitlereE epually appLeO to all plies, emepl ii notetl as Iront !F, cr �acA ��I1.-r.e in t�e LOFD Cf.5E1S1 s.ctiun �ly tu ply <br />mnnetlions have been pmvitleE to disinbute only IoaJs nr,lca as �f-� or ���. umess omern�rsc mmcalca <br />3� UnEaiancetl rool live IaaEs have Eeen wnSiEeretl lor �hi, aesi9n. <br />4� Wnd: ASCE 7-OS', 85mph: TCDL=6Apsl�, BCDL=4.eps'; �=25tl; CaL II�. Exp 8; enclosed. MVJFRS pow-rise) ;aEle enC zore: cantilever <br />lett anG ngbt erDasetl : enC vetlical lefl antl rig�t exposeE; Wmber �OL=1 37 Dla!e grip �OL=1.33 <br />5) An pla:es are MT20 P�ates unless ot�erwise inEicale0 <br />6� T�is vuss has 6een tlesignetl lar a 1�.0 psf hotlom Uiortl live load nonconcurtent wnh any ot�er live laatls <br />7�' Tnis truss has eeen tlesigned lor a live loatl o120.Ops1 on the Dmtom chorG in all areas where a rectangle 3-60 �all Oy 2a0 wiCe wll <br />1�1 Cetween ine �onom Chord antl any olner memners. <br />BI WARNING�. RequireG �earing srze al joinqs� 7, 5 Breater tban input bcanng size. <br />9� ProviGe mechanical conneclion (by ot�crs) ol Iruss to 6eanng plate wpable olwil�slanEing t001b uplM al joinl(s) exceD� N'IG) 1=295, <br />5=299 <br />10) This buss Is Eesigned m accortlence wnh Ue 2009 Inlernetionel Resitlential CoOe sepions R50T.71.1 anE R802.10.7 anC relerencetl <br />5lan0ar0 ANSIRPI 1 <br />111 "Semi-rigitl pAchbreaks with (ieetl heels" MemOer entl tiMi�y model was usetl in Ne analysis anE tlesign ol l�is lruss. <br />Coniiwed on page 2 <br />��US�Fi (jE,f � <br />,,� r <br />4�% �F � � f1 GT�� <br />May 2,2013 <br />�;AniLile � Venry aesq� D�'amv¢n anC �ea] nwes on Ibs i�ms Des�9n C�awv9 eM md�neE DrJ ftekience Sneet Irev OJ-I �l �*�ore use �esp� <br />vmqroimewnnMiiex(nnnec�npbieson�y insaeuq^isEaucmyuponpaumCms�nown.nnauh�enmantluaiCm�a�nqwmponem Iyo�ir%��',*y � � �`� <br />ol0espnperamekn�Mproper^ruryonianolmewmponemumfponaa.ryotW�,kmpeesgneemoercrcnnew�seseik�iuWar Lneraireslraim <br />aeugntlrom tMnn on iMmautl we0 eM Nortl mem0en am Id wmprotuan EuUlmp onry. nol IONuuanB 3���ury equnp AEE:Ironal IeTponry reslnm� <br />en�orul[a g� t�enva 3�nstunm smeespomJrylme u"e�fwaeo ID��enemEUNupn�bmrytnmpolmeownvnmdum I t_'. <br />-slne�t,ro st ryU� 0. 34 9. oim lusui Po Ge talB Cance 9'4��^94�s�pnreaponuGYMs.laErcatun.Qu�IM�mmi s�omqe - <br />�.=„�-�e<..,., �,�i«��,���.�a.e,.��u o< ���Ar+si�Pi+.00�asa�aec �eie�9com000.msnmmm�„�,.a,�.hi,weuom CONSULT/NG:t� <br />sCc.w..,vn_ .:�rycon — �-- —�—� - � - <br />
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