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03/18/2002 MON 10:43 FAX 2004/007
<br /> GERARD CUSTOMER SERV 17142561476 03/15 X02 09:32 NO.676 03/06
<br /> Re ort No.NB -M Page 3 of 0
<br /> merr+benri In an unblocked diaphragm,with name 6 In.(152 8.7 .BRANTZ Appraisal 1261965.
<br /> mm)on owbrat the edges and 10 in,(264 mm)on center 6.8 Test
<br /> in Via few ofthe plywood.The m�dfnumaspect!ratto 184;1. �r'k Assaf t of Hailstones. pr�noe of Roof mon.
<br /> Diaphragm deflections.based on using is=in.(11.9 mm) WeMMIngs to.Impact of dInuial prepared by Common•
<br /> thick CDX plywood,shad be estimated by using the follow- Report
<br /> CSIR rc and Industrial i Reseer s Orgenly KJ,
<br /> Report CSIRO, D®R, August 'i 975. signed by fGJ.
<br /> Ing equation. Martin,officer conducting test,and FA Blakey,chief of
<br /> A= 5YO18EAb+ LQ59600+0.003384L+ Y,(&X'2b divlelon.
<br /> For SI: 6.9 Test report, Simulated Wind and $naw Load Tests,
<br /> prepared by Department of Scientfilo and IndustrIal
<br /> A- 361 YOMEAL;+WJ2347+0.0861-+ 25.41;(AA12b Research, Aucldand Industrial Development pMsion
<br /> wh®re.
<br /> signed by'J.RPbrennce 6171, dated June 6. 1979,
<br /> A = Area of chord cross mon[(162(mmol 5.10 Test report on Wic Loading, prepared b Ione
<br /> 6 = Diaphragm width(it(mmn Twang Mon. Report To 128, dated July 23 1�Sao,
<br /> signed by Professor K.P.Starx
<br /> E= Edasfuc modulus of chords[lbW(kPa))(per AFPA-ND3) 6.11 Test report.on ultravlolet right tesling. re d
<br /> L Diaphragm iNGM[ft(mmN Wakefield Labor2torise, Limited, Report 98 0riot
<br /> v = Maximum shear due to design loads in the dlrecHon Augur 18,1983.
<br /> under consideration pbfNt(N/m)) si.1Z Test Report on Test Record 1.Class B fire resistance of
<br /> reroofing over Class C olIp�nic felt shingles,and Class
<br /> (in,(mm)) A fire resistance of remonng over CIM A fiberglass
<br /> shingles.Test Repot on Test Record 2,penstradon test
<br /> E(A.XJ-Sum of Individual dwrd-splice slip values on both of 200 ib iced wRh 3 indt dam ebur steel plate. Test
<br /> side of the diaphregm, each Imuldplled by Y, the splice report on Ted Record 3,wastheronletertest,2h00-hour
<br /> distance tD the nearest support carbon arc, performed by Undemnfters Laboratories
<br /> Calculations for diaphragm deflection shell account for the �,,1969Ra 25966,Project 65NK17073,dated February
<br /> usual bending and shear components 6+s well as any other group leader, Fire ned by Kenneth
<br /> DepIX art nt,and Wayne
<br /> factors,such as trail deformation,Which will contribute to the A. lVaInfelder, associate managing engineer, Fire
<br /> dellerlion. Protection Department.
<br /> 6.13 Underwriters Laboratories Ino.written reply/opinion on
<br /> 5.0 IDENTIFICATION modifications to erasting Gerard the and introduction of
<br /> iaanels or bundles of Gerard Stone-Go.-Od Tile and Shake Gerard shake.Lelterdeted Fsbruary7,1969,signed by
<br /> Panels shall bourn label indicating the manufacturer's name, Kenneth D. Rhodes, engineering group leader. Fire
<br /> address,product name,and this Evaluation Report No.(NER• pro't'ection Departmerrt,and William G.Mershall.semor
<br /> 423). engineering anslatant,Fire Proteotlon Department,
<br /> 6.14 Test report on wind-driven rain using a 2;12 roof slops,
<br /> 6.0 EVIDENCE SUBMITTED pproppared by Underwriters Laboratories inc., File
<br /> 121a59t3,Ptged 9ONK6%66,oaten may s,1 goo,signed
<br /> 6A Mewb0turees domorlplIve and installation by Roger Anderson and Kenneth Rhodes.
<br /> reeorrtmendations, Referahm 08.97. 0.15 Test report on wind-upllit resistance, prepared by
<br /> .6.2 Test report on Class A fire resistance In accordance Underwrltsrc Laboratories Inc„ Files R14066.2 and
<br /> With ASTM E108(UL 790), prepared by Underwriters R14066-8, Project 9DNK6fe7, Issued May S1, 1990,
<br /> Lalmlodu Inc.,File R12896187NK4698.dated June revised September 19,1990,signed byGreg Rezak and
<br /> __.._._. . 24, 1967,signed by James M,O'Shea wind R.L.Dore- Kenneth Rhodes.
<br /> 6.3 Fire 14"stanoe OsUffioallon Tests in accordance ym design,prepared by Research and'Code Development,
<br /> ASTM E108 (UL 790), performed by United Stites dated June 1992 (revised September 4, 1992), and
<br /> Testing Company,Inc„signed by Michael S.Elliott and additional calculations dated November 16, 1993,
<br /> Pebids V.McCulien: signed and sealed by T.H.Carter.P.E. -
<br /> 6.17 Test report on radcing shear.prepared United&teles
<br /> Glassifrostton Report No. Delia Tasting Company, Inc-.Test Report 135038-1,dabd
<br /> May 13, 1992, sighed by Michael Seaton, P.E.. and
<br /> B LA 21024 630-82 David Pereg.
<br /> B(Over Existing LA 21992 11.30-M 0.16 Test report on wind driven rain and static pressure uplift
<br /> Roofs) (Addendum to LA 21557) Perortnance tests using a 21/2:12:rootdops,prepared
<br /> C Test 5
<br /> LA 40231 3-27-84 dal d Many 8, 19992�siD by Reichard Sa�mbella.603,
<br /> B.4 Test report on static pressure uplift,prepared by Con, 6.19 Test report on Class A spread of frame test in acc&-
<br /> M0110M Research Laboratory, Inc., CRL Test 4170, dance with ASTM E108,by Underwriters Laboratories
<br /> datedSepterrber26,1984,signed byAA.Balchn,Mky. Inc,,File R12596.Project 82NK11096,dated June 22,
<br /> 1 DB2,anod bbyy William G.Marshall,senior engineering
<br /> 6,5 Englnewing calbulatleons for wind design,prepared by assiston Eng(n'eering Servlces,0®p!.411,and Dough
<br /> Johnson Engineering, dated Oowbor 8, 1967,signed as C. Miller, engineering team leader, Engineering
<br /> and sealed by Gary D.Johnson,P.E. Services,Dept 411.
<br /> 0%,%A T. .I . .. • • ... ..r.
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