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05/101:nng 10 AP FAz 2533953��?3 Y.DL-ENTEHPRISES <br />�oovoia <br />�'����,� `�I � CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />H R HARTING, 7R CONSULTING ENGINEER <br />711 WELIS AVE, S. SUITE F, kEN10N, WA. 98055 (4i5) 1)1- �24 .�— <br />',��Lv� ! <br />42` RAIL HFIGHT SURFACE MOUNT COMPONENT GLASS PANEL INSERTS �;�� C: �r ��, <br />Contiguratlon N 1: 90" retums with wall mount attachment �. <br />�� r1.9 �'n � J, �,�, <br />Product Evaluat�on <br />KDL Enterprisee, Inc. <br />WESTERN CLEARVIEW RA�LINO SYST[M3 6 De�ember 200v <br />INTRODUCTION <br />Horting Consulting Enginecrs witnessetl uNform and concontrated load tasts of Clearview Ralling's <br />Surt3r.e Mount, Glass Inllil ppnel gu�rdrail assemDly manufactured a�d leated ai Cloarvian� Relling <br />Manufactunng ploN In Kent, WA, <br />Tesling was conducted 12 July 2P05 Ir, ar,cordancn wim tho Intornadonal Buliding Code, TOOJ <br />edition, Section 7607.1.1 h•mdreltR and guards, Seetlon 1607.7.1.1 coneentroted load, <br />Soctlon 1807.7.1,2 compor.ents and for Glaea Inflll, soetlon 2407 handralls �nd guards. The <br />Revision as oi July 7, 2008 docs comply with the Internalional Bullding Codc, 2006 Edillon. <br />DESCRIPTION <br />1 ne guardra�� system consists o� 42' hiyh x O6' on cunter baluster spacing, surtace moun;, extruded <br />aluminum balusters nnd rads and Y:' lempeiod glas, lnflll pancls. Dalusters are wolded to aluminum <br />Dese piates Base piates 3re altacheJ wilh (6) ptA x 3" steinless steel pon hcad screwa 10 2x8 hem•fr <br />tt7 Geck framing meinbers (deck sliucluic skelch enclosed) <br />Thc top rad runs cont�nuousiy over ihe top ol lhe intcrior balusters and rtiounts into sieeves ut the <br />rnrner posts. Top rails attach to mlermetli�te pos!s with a post mounting br�ckeL Bottom ralis <br />extend from haluster to balustcr and atlach with iail chps sacwed to lhe post wiUi p1U x 7'6 <br />screv;s Y." tcmpered glass pane�s are positionetl beM�ee� the top and bottom roils in pressurc <br />fittod �igid vinyl inserts <br />Uaiuster posts are i S/tl' x 1 S�d' x 0 080' intemaily stiffened extr�ded aiuminum tubes welded lc <br />: aluminum base plates. Intermediate baluFters are welded to a Y� x G' gusset plate and %I K <br />3;':' x 5%; base plate ariached with iB)laste��er, Coinur Balusters are weided to % x 3'G' x 3Y,' <br />base plale attached with (�) fas�eners, SC2 att3c���d drawin��; for extruswn detnils, matenals and <br />spec fcatlons <br />TEST CONFIGURATION <br />(3) ��6` bays und (2) 5'•6" bay rcWrn to wall car,h end <br />I lon�ontal rads atlached to wall wAh wall mounlcM sleevu brackot. <br />"EST DECK CONFIGURATION <br />7he t8'-1 �' wide x 11' 2' Oeep test deck was tr,imud Irom 2x8 rim joisl el a ham� wall to a slrple <br />2x8 rim joist with 2x8 hem•fir M2 joists � 7fi" o.c uciP����iculai to the 18'-� 0' widlf�. Double <br />blocking was adtled nt eaU� come� nnU at Intermedlate baluLiers. The fimne wus boltotl t0 P <br />threr. beam steel Ir.s� Irame und shcalhCd Hilh'/." CD•X plyw00tl. Refer l0 �ltat�etl tlr3win� Ivr <br />tc5t tlock haming and detalls <br />TEBT EOU�PMEN7 <br />AIH RAM TO APPI.Y LOAD Econo•Ram II motlel #FW2F110511, Senal Numbc� LW92320G�. <br />260 PSIGUAGE TO h1EASl1Hh AF'PUCU ��URCC Dynu Link Model MSI-?200, Ser,el <br />N��mhr,•A5�J54. capedty 2000 Dlyitai c�nupr. Tepe mnasure wtl� mensure ,yivcs tlnnecUvn, ch�r <br />, ntl connccto•5 tor attachmen; and ��urd�vare to attnch to redmp. <br />