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iSi16/2�OQ 1�:�1 Fk% 2533953o's�9 KDL-ENiERPR:SES <br />i <br />HR NARTING, JR. CONSULTIh'G ENGINEER <br />ll2 WELLS AVE 5, SUT1E F. FEKTON, WA. 95755 (415) ]7I-4i<3 <br />ConfiguraGon S1 <br />PrOduR EvaluaGon <br />KDL Enterprises, Inc• <br />IVESTERN CLFARIQEW M'UNG SYSTESIS <br />�e;urns H�ith wall mount atlachment <br />�oc2looa <br />5 pecember 2005 <br />INTRODUCTION <br />Harting Consultlnq Engineers wlmessed uriform and cmcenVated load tes� of Clearview Railing's <br />Surface nwun[, Glass inflll par.el guartlrail assembly manufartured and testea a[ Gearview Railing <br />Manufacturinq plant In Kent, WA. <br />Tes�ng was mnducteC 12 ]uly 2005 in accordante w�th the Iate'�Wtianal Buildinq Code, 2003 edition, <br />$ection 1607.7.� Handrails and yuaMs, Sec.tlon 1607.7.1.1 Concentrated load, Section <br />1607,7.1.2 ComponeMs and Sectlon 2407 GWss �n Mandrails and GuaMs. <br />The�',I Sysem consist5 Cf 4Z" high x 66" Ca�uster spacing, sudaCe moun4 extru0ed aluminum <br />baiusrers and raiis and ve" tempe�ed plzss �nfiil parels. 6alusters are wdded to alummum base piates• <br />pase pates are aUathed with (6)a1�V x 3" 4alNess steel pan head Shcet metal suews co 2■8 hem•fir i�2 <br />deck framing members (deck SVuRure sketch er�dosed). _� <br />The [op rod runs mntinuously over the top af the interar ba �' aCkefu BOttom rlails extend hom ner <br />postg. ToD �ail, attach tp intem'�ediate P� witn a posc R <br />baluster [o baluster and attach w�th ail tlips strewed to the post �+ith �10 x t'h" SCrews. '/:' temper2� <br />qlass panels are posi:ioced beh�etn tap and bottum rails �n pressure fltted rigid vinyl in5crts. <br />ealuster posls are 1 5�8" x 1 SJB" x 0.060" Internalty sMiened ex!rueed alumiaum tubes welded ro'/." <br />aluminum hase p�ate5• Intemxdiate Wlu5te�5 are wdded to a'A"x 6" gusset plate an� v." x 3 Va" x 5 <br />�/i ' base plate attat�ed wirn (6) fastene�s. Comer Dalusters are welded to Y." x 3�/i' x 3'h" base plate <br />attached with (4) fasteners. See attachod drawings for extrusbn deW�ls, materials anC Spedflwtpns. <br />TESTCONFI�URATION <br />(3) 5'-6" baYs ana (2) 5'-6" baY retum [o wall ea�h end. <br />Horizontal rai� atta<hed to wail witn wa!I moun[ed s�eeve brackeG <br />TEST DECK C�MFIGUMTION <br />llie 16'-10" wide x 11'-2" deep test Geck was fraTeC From a 2x8 rim yoist at a frome wa:l to a single 2x8 <br />rim joist with 2x8 Hem-Fr #2 �d�ts C�U 16"o.c. perpCndlalar t0 lhe 16'd0" width. Double bbCk�ng was <br />added at cach torner and at intermed�ate balu5ters. The frame was bdted to a three beam steel te5t <br />frame and sheathed with =/�" CD-X plywood. Refer to attached drowing for tat deck f2miag and details. <br />TlSiEQUIPNENT <br />(;Iti RA�1 TO APPLY LOAD: Econo•Ram li model pFW2F110521, Strial NumbU EVJ323266A, 250 PSI <br />GAUGETO MEASURE APPLlEO FORCF: Dyna Link Modcl MSI-7200, Serial Number 95954, tapacity 2000 <br />Digiral gauqe, <br />fape measure to mea5ure grass CeAectlon, cha�n and connectors for attachment and hardwdre to attach <br />W railinfl. <br />�iy <br />