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09/18/2002 MON 10:44 FAX 2005/007
<br /> GERARD COSTOMER SERV 17142561476 03/15 '02 09:32 NO.676 04/06
<br /> Page 4 of 6 Repart No.NBR-428
<br /> 1980,and Test Report 176876,dated October 9,1990, 626 Underwriters Laboratories Inc., TOM Report File
<br /> sgned by Mk nael Seaton.test engineer,and Stephen R12254, Project OONK11270, dated Odobor 9, 2000,
<br /> A Castle,manager,Engineering Departawd. containing ffm tests wnduCted in accordance vitt
<br /> 6.21 Reportof static,transverse uplI t loadtests, by ASTM El 06 for Class Afire resWunrice ciasocatlon on
<br /> RADCO,Test Report RAD-186,project Nc a9,issued Panel assembly as desatbed in section 4,6 Olass A
<br /> Jane 1993. "caption S,synod by RogerAndammn,seniorenginaer
<br /> assodate,andDouglas Q.Miller,angineerteam leader.
<br /> 8.22 UndmTltens Labiratorles Ina, Teat Report .Flee 6,V Underwriters Laboratories Inc., Test Report Flle
<br /> R125M Project 93NK11426,dated Pebruary3,1994, 1119254, Pre�ec�9DNK46B31, dated March 21, 2000.
<br /> eontairift fire 'tests conducted in accordance with cor►t8ining firo tests corducled a accordance 00,
<br /> ASTM 11706 on panek will an alternate base cast and ASTM El 00 for Gass Afire resistance dae1fication on
<br /> panels installed over wood sh(hgier and shW=,signed panel assembly as described in sectlon 4.6 less A
<br /> by Wimmm G. Marshall, engineving associate, and n 3 and Cissa 8 eltmmalive,signed by Roger
<br /> Dar81Qs C.Miller,engineer team leader. Anderson.senior engineer associate, and Douglas C.
<br /> 6.7.3 Unde wIters LaboraWes Inc„Tart Rspport File 812596, Millar,engineer team leader. .
<br /> Pr*ct96NK26630,issued Novembar27,1996,revised
<br /> Apn'l 15,1997,containing 2000 hourcarbon-am acceier- 7.0 CONpiRIONS OF:USE
<br /> eted weathering teats on panels with an alternate base The National Evaluayion service Comrnitteee finds that the
<br /> coat, by RoperAn staff nghee enpineer assool- Giro�®„C�d Tile and Shake:Panels descn'bed in this
<br /> ate,and James Hatcher,slafFengineer. amort comply wtth the requirements efths20001pfw►af/onsf
<br /> 6.26 Undarwrltem Labotbortea Inc.,TOOROM Fila RUM, 1344114fing Oode,the 2000 Intemadond Resrdenf el We,the
<br /> Project 86NK14487,dated May 27,1 .containing fire 1966 lnterneWal One and Two family Dws ft.Code,the
<br /> tests owWuded in accordance with ASTM E10t3 for BOCA Naffonaf Btdl*g o4dog9f; Ih9 1998 Strrnclard
<br /> Class Afire resistance classification on panel assay BLOIng Code,and the 1997 Uniform 13cdld i Code,subject
<br /> ars decor W M sectlan 4.5 Class A exoepfJons 1 and 2, to the fbilm irV conditions:
<br /> signed by Roger Anderson,seNor engineer assodate, 7.1 Prior to terooefing with the panels, the exlstJng roof shell
<br /> and Douglas C.Miner,engineert�eam leader. be Inspected and approved bythe building official,when
<br /> 6.25 Underwriters Lebomatories Inc., Test Report Mis re4ulM by the applicable coda.
<br /> 812596.Project OONK19813, dated August.10, 2000, 7.2 This report Is subject b
<br /> vomer El fire tests conducted in accordance with information on thaj� of thla repcinrL consult
<br /> ASTM E108 for Claes A►fire ed In sea n 4.5cflonClas A the NEs Priodud Evaluation Lisffn or contest the NES.
<br /> panel assembly as described hh section 4.5 Gies A 8
<br /> excei�4uirngerlaersavocla d Doa 0.Mlle.ainrtsern ed .
<br /> c
<br /> Table 1—REROOFING 6VER EY(ISTING ROOFS
<br /> PASTENER R QUIREMENTS FOR ST'ONE•C ATED STEEL ROOF PANELS AND BATTENS
<br /> cOUNTER404TTEN TO RAFTER OVER BATTEN TO
<br /> EXISTING WOOD SFTAKES' COUNTER-BATTENz PANi'LTO
<br /> (Q1y�sb e) WY-91ze) 13ATTEN
<br /> ROOF DESIGN 7 in.spac id 10 in.spaced
<br /> HGT WIND
<br /> VVIND ABOVE SITE P FI' sheathIn sheathing
<br /> SPEED GRADE EXP ROOF PRJ MSURE min. of
<br /> (mph) (4) RATING AREA (iKIMI16 in.o.m 24 n.0.c. 16 In.0.0. 24 In.o.c. 16 In.o.a. 24 In.cm fasteners
<br /> ..' _....�_.. ...�.... �_.C,�- ..�..._-_ ...�.... ..�-�.�,- 4� �� 1 •dam •-Z=i6d.... _ .1.tI8x3•.. each
<br /> FOLD 95.5 1.4 In.0.0, i1• ic. loin.a.c. 10In.o.o. 9Cr6lW pend
<br /> 1-16d @ 7 2-1 bd C 7 2-16d 0 14%x3 1-1 ed&1 2#W In each
<br /> EDGE 54.5 in.o.e. in 0.a 10 In.O.C. screw a #Bxr seravy panel
<br /> 70 ht.o.o, srxaw,
<br /> 110 40 C 1-16d a 7 2- 6d 0 1-16d 4D 2-18d® 1#84' 1-164&1 In each
<br /> FIELD 52.8 In.0.0. 10 .0.e- 10 in.oc. 10 In. o.e. screw #MW panel
<br /> • 9Cr61N
<br /> 1-16d Q 7 14W- 2-16d @ 1-16d&1 2 WWI' I-16d It 2 In each
<br /> EDGE 126,9 in,ems- s 07 10 in.ox, #Wb screw #f%W panel
<br /> in o.c. screw 12 screw
<br /> 10 In.0.0. -
<br /> 130 40 01-16d a 7 2-1 d Q 7 2-76d 2-16d Q 1#8W 2#8x3" In etch
<br /> FIFI.D •e in.o c. Inj o.c. 10 In,c.c. 10 in.a.c. screw screw panel
<br /> 2-16d @ 7 1-1 &1 1-#W' 7-#8x3- 2#6x3- 2$Bx3' 7-8d In
<br /> EDGE 175.2 . In.o.c- ° screw a screw a screw screw each panel
<br /> GO*0 7 10 in.ac, 10 in.ox.
<br /> in o.c.
<br /> For Sh 1 in.**25.4 mm,1 mph-1.61 kn*, Tpaf=0.047 kPa
<br /> Notes to Table 1:
<br />
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