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HomeMy WebLinkAboutROYAL OAK OUTDOOR PRODUCT COMPANY BOOK 07-7330 Royal outdoor Prod. 11/24/2006 12:17 PAGE 49/62 RightFax /' . . .. .oy" O1ddoor Products, Ine. . A Mnnhr'.,...., Grw9 ..,c..,;,4JIW TltCRNlCAL IPECIClCATlONS J'IU 1lA.TJNG: s...l SIIadInI- W OIk-lOO flIIne epmd: > 100 <100 < SO < 2S-a-AorCJ.I1 Ou.r ratizla il19...m ., 1crnIt'" SHOD DEWLOfID: M_11DllUIIt oflllllllat prodIad. :J'IID two ... m: <450 >450 Oar IIIiDa .261. RA. T& Of BlJlUlfI ASTMD 635-91 BInd au al"lt 6" mjpofpnldad. Rate ofbumil1llllllllld _30 1ICODde. OlD ntiDa ;'1:\ ~ 100 Royal Group 08IGent. WaaclJridgI. Ontario. CaI\D L4H 1XV TeL: (800) 94&-7410 FlIX.: (110&) 8&2-8OQ2 Royal Outdoor Prod. 11/24/2006 12:17 PAGE 50/62 RightFax Table 2.2: Material. Properti_ of Royal Polymer Property ASTM Test Method Code Requirement Results cIflc 0792 value 1.47 HB8l deflection temp.,abJr8 D648 >700C 750C (load 1.82 MP8 annealed 8t 650C > 168 of 167 of Coefficient of linear expansion 0696 < 6 x 10~ 5.8x1(J"i cmlanfl'C cmlcmfOC < 3.3 x 10-6 3.2 X 10-11 In/In/"F In/lnJOF 03679 max3 1.3 0229 value 25 0638 >37.7MPa 40.0 MPa > 5500 I 5750 I Tensile modlJus 0638 > 2800 MPa 3725 UPa > 377000 I 540200 sf 0638 value 2.5% D638 value 127% 0790 report value 70.9 MPa 10280 I Flexur8I modulus 0790 report value 3537 MPa 513000 I 0785 value 102 02240 80:1: 5 81 0256 >53.4 96.1J/m > 1.0 1.8 ft-lblin Drop dM Impact 04226 report value 4982 Jim Procedures A & B 1.12 in-lblmM Royal Outdoor Prod. 11/24/2006 12:17 PAGE 51/62 RightFax CFSl T Version 3.51 SectIon: Section 1.sct Channel 78.74x57.91x15.24x1.3 Rev. Date: 24104102 Rev. Time: 11 :22:36 AN. Rev. By: Phone: Fax: FuDy Braced Strength. 1896 AlSI Specification-Supplemenl 1 (lRFD) CompreIJ8ion qPno 45.139 kN 1.e 2.13.4.0 am"'2 Tension +Tn 57..038 ktJ Shear +vny 9V'nx 12.590 ktJ 17.786 kN Positive Moment ~ 1.4687 kN-m Ixe 280322 mm"'4 sxe(t) 6794.7 mm"') Sxe(b) 7478.5 mmA) Negative Moment ~ ~.'687 kN-m Ixe 280)22 mm"'4 Sxe{t) 7478.S mm"'3 Sxe{b) 6794.7 am"') positive Moment .yo 0 .7712 kN'-m lye 133065 mmA4 Bye(ll 589).2 mm"') Sye(r) 3766.3 mm"') Negative Moment ~O.76)7 kN-m lye 129730 mm"'4 Sye(l) 5609.9 rom"') Sye(r} 3729.5 mm"') Royal outdoor Prod. 11/24/2006 12:17 PAGE 52/62 RightFax CFSL T Version 3.51 Section: Section 1.sct Channel 78.74x57.91x15.24x1.3 Rev. Date: 24/04102 Rev. Tme: 11:22:36AM Rev. By: Phone: Fax: Existing WaltlRoof Stiffener + Section Inputs Material: A653 SO Grade 33 No strength increase from cold work of forming. Modulu8 of Elasticity, B 203400 MPa Yield Strength, Fy 227.53 MPa = 33 ksi Tensile Strength, Pu 31D.26 MPa =45.lcsJ Warping. COnstant Override, OW 0 mm^& Tor.Ian Constant OVerride, J D RID" 4 stiffened Channel, 'l'hiclmess 1.3 IIIIlI Placement of Part from origin: X to center of gravity 0 IIIIlI Y to center of gravity 0 IIIIlI OUtside di.lllensions, Open shape Length Angle Radius Web (1IIIlI) (deg) (Jmn) 1. 15.240 270.000 2.6000 None 2 57.910 180.000 2.6000 single 3 78.740 90.000 2.6000 Single 4 57.'10 0.000 2.6000 Single 5 15.240 -90.000 2.6000 Nane k Coef. 0.000 0.000 D.OOO 0.000 0.000 Bole Size (1lIll ) 0.000 0.000 0.000 0.000 0.000 Distance (11Ift) 7.620 28 . 955 39.370 28.955 7.620 FuN Section Properties Area 278.54 mm"'2 1ft. 0.021422 kB/m Width 214.26 mm Ix 298Q15 llUU'"'4 rx 32.71.0 IIIIIl Ixy o mm"4 Bx It) 7569.6 1DIII"'3 yet) 39.370 IIID IX O.ODO deg Sx (b) 7569.6 RID"'J y(b) 39.370 IlIll Height 78.740 IDIll Iy 133065 nan", ry 21.857 mm Xo -52.036 IIIll By(l) 5893.2 mm"3 x(1) 22.580 IIIIlI Yo 0.000 am By(r) 3766.3 !lID"'3 x(r} 35.330 lIlIlI jx 62.366 !lID Width 57.910 IIIlIl jy 0.000 !lID 11 298015 111II'"" rl 32.710 IlUJ\ 12 133065 mm"4 r2 21.857 mm Ie 431080 mm'"'4 rc 39.340 1lIll Of 204807392 mm"', Io 1185288 mm", ro 65.233 mm J 156.91 1llIII"4 Royal Outdoor Prod. 11/24/2006 12:17 PAGE 53/62 .. RightFax DE:SCIlI P1lON: 1 15.14 [o.Illlll a a -<=[Ullll~~ Cl I a a 77-=[~) NOTE: RADII: 1. PART IS SYMMETRICAL ....I'.. .... CENTRE LINE lNWUlED.a.a~.14OJ ~ I .. 2MlDAIlII!J Copyright <0 2000 ~ THIS DOCUMENT CONTAINS INf'DAllAllON PROPRIETARY TO AND IS PROTECTED BY Royal Group Technologies Limited COPYRIGHT OF ROYAl OROUP TECHNOl.OClES UlollTED AND SHAU. NOT BE: COPIED, All Riljlhts Reserved DISCI.OSED TO OTHERS, OR USED FllR /H( PURPOSE OTHER THAN THAT FOR WHICH IT IS CI\oaj. WITHOUT THE WRIl'T!N PERlollSSION OF' ROYAl.. DECI~ERANC~GULAR UNLESS OTHERWlSE SPECIFIED 18Ga 1.21 [O.048J X.X :I: 0.4 :1:0.5 DIMENSIONS ARE IN UU x.xx :I: 0.4 T ., ROYAL GROUP .. PS1400506 AS SPECIfIED .. 106248 ROYAL PLASTICS INC. 'A' 2000-02-25 PANEL STIFFENER 1 : 1 Cl 1 OF 1 .. 1400506 Royal outdoor Prod. 11/24/2006 12:17 PAGE 54162 RightFax t-519 [11-8 1!2"]--t III] Product of inertia: Radii of gyration: Principel moments 1516.5733 1584.6770 X: -136.3595 -- 136.3595 Y: -32.0000 -- 32.0000 - Y - 1260 in X: 0.0000 Y: 0.0000 X: 1222328.9840 - Ix - 2.937 in4 Y: 10450193.3176 XV: 0.0000 :. 5x. 2.331 inS X: 28.3898 Y: 83.01 00 and' X-V directions obout centroid: I: 1222328.9840 along [1.0000 0.0000] J: 10450193.3176 olong [0.0000 1.0000] Area: Perimeter: Bounding box: Centroid: Moments of inertia: ITTI REGIONS t 563.7498 1611.2770 X: -133.9562 -- 133.9562 Y: -32.0000 32.0000 - y - 1.260 in X: 0.0000 Y: 0.0000 Moments of inertia: X: 1207971.5862 Y: 11351769.8242 Product of inertia: XV: 0.0000 Radii of gyration: X: 27.7936 Y: 85.2017 Principal moments and X-V directions about centroid: I: 1207971.5862 olong [l.COOO 0.0000) J: 11351769.8242 along [0.0000 1.0000] Area: Perimeter: Bounding box: Centroid: - Ix - 2.902 in" ... SI( - 2.303 inS Royal outdoor Prod. 11/24/2006 12:17 PAGE 55/62 RightFax ,I ----3 c",.ual ErAl. CHANNELS. VEHT LOCATJON. RICGE BEAMS ...... e 'IIlfl UPDAlED .. .. WMJ. I REAR PANELDIYJDER ADDED n 0 Ii I ~ ""[1111/111 . &\ il I L ....,..... --j " M @ .~ L f . --1 I. ,'" / . .......... i I REAR VIEW / , 1 .,- . i I .....p.... 'I ~ L8'r1O ...,-1IIIIU. /. '[ r J d ....ID~ ~ 1IIft.- [JQ1IIIlII 10' X 8' 8ttJ!D Ii ALUMINUM CHANNEL ASSEMBLY e L ~ ""PIJ~ CIIIIfII& . I _tTlIt.... ! 9 II L 'la'fJI'" -1--..=1 ......, ClBftII! 1lOCIRO>> FRONT aEVATJCN I ....... --l-- _ DClOII.,.. .' !.':;j:i'n;h~ ~ 2~~~ . Ro)'oi Building Systems (':(,"') Umited All Riqf'its Reser..ed' 7Cl1.ERANCES OECII.fALS ANGULAR X.X :i: 0.4 :1:0.5 X.XX :i: O.A SIDE B..EYA11ON ::.....:7 irit; ;':-w'Ki..'7 ~:;,-;;.;;z ;:;r~';i;;; ;=r.::irnc:r;..,'; ;: ,:;~ ;; ;-;;:~It; ~I. . COPYRIGHr Of' R(n'1(, SUll.DING SYSIDIS \CDf(} 1.IUIt!D ~ SHllIL HaT IE COPlEti. DlSCLO&EO TO O1HERS, Of! USED f'OIII AM PIJlIlPOSE Ol14Ell 'DN ntAJ ,~ WHICH It IS G1V!tt. WlhtOUT 'll1r WRIl'l'!N PERlolI!SlCH Of ROI'AL.. UNlESS ClTHf;RWISt SPEClFlm DUolEHSIONS ARE.IN MM / AS SPECIFIED - '* ROYAL GROUP ROYAL OUTDOOR PRODUCTS CO. STORAGE 6UiLDiHG[ i 0' ^ S' ] ....SSEM6L.I. '/4 ' 2004-12-14 II: n 1 : 50 2 .01' 2 I......: N/A r-t Royal outdoor Prod. 11/24/2006 12:17 PAGE 56/62 RightFax ROYAl OUTDOOR PRODUCTS IlESCIFIIllN: 1 PNIEL DMDER ADDED .e I '1 VN1 m 1'1'I SII I'll .n'4 Pl'4 .1M PliD ". .1m Bffim .. 101 m m "" '" AU ... m In "" '" .m ..m "" "" m u .m IIU JOn '" m .. AI m _e - .. .. let ..,. .1m .ria m WI 1loI1. PII IHI L'n JI!mIB ~ C~(:j'ri9h! '" ~{.'O4 Royal Buildini Systems (CON) limited Aft ights Resented TOLERANCES DECIIofALS ANGULNl X.X :i: 0.4 *0.5 x.xx :'Q.4 * ROYAL GROUP 1JU~~-;"1'I3 WCU&&:..7 c;:.;:;.,;;.;z ;;~~; ;:JiOP;:-~" ~ x: ;: r::~':!!: tr.' COPl'filGNl' or ROYAl.. BUIUllNG SVS'lEJlfS (alH) UWIJEn AND SHAu. NOt IE COPEr.. IlISC\.OSED TO ones. OR USED FOR IMf ~ arHEIl TtWI THAT R)fI WHDI . If IS GM:It. WIIHOtII' nE wAmEN PElWISSIClN OF ROYAl.. UNLESS OTHERWISE SPEClFlED DlMENSIOHS ME IN MY / - AS SPECIF'IED C1 1 01' Z . N/A :r. z - ROYAL OUTDOOR .PRODUCTS CO. STORAGE. BUIlDiNG[ lOt ^ 8. } - EXFLODED e - Royal outdoor Prod. 11/24/2006 12:17 PAGE 57/62 RightFax ." !I!IIo 1'Wn". 8\lIolME1~ MlQAlfCINftELM !, ;--, , 1 I I . I I . I I I I 1 I : a I I I I I I 1 I , '-' ..10 JUlIlJ c a b . b . c . : DETAIL A SCALE 2: 1 f a a . f CCj::,'ri;h~ ~ 2'J{!~ P.oylJl Group Technologies Limited . All Rights Rfter...ed TOl.ERANCES OEC~ ANGULAIl X.X :I: 0.4 :to.5 'X.XX * 0.4 * ROYAL GROUP ROYA.L outDOOR PRODUCTS IlUCM'IIIlN: At I'IIEI.IIIIIlM 11 WIIU.'MlIIMEll&~1'O~ . Of ., ADMIrED rwrr I,) MOIl" ClRAWINC!I TO JD EDWMlJlIIDJRI Fl1'I -rutlll- 1U7ra-. =1 -fl_'" ". 1 1 I 1 I I I I I -l I I , ~L 11"~ CN"81OCIK ~~ ------------- MDlI: --,; JU.L .... (1.1I111I 'lI.o.ltIlUIIIJ a-SUI ",.., ~ "ini3 &;t~r.Z4f c.e.;::,~ ,.~~~. "'~:.i\~ "::. ;:~ ~ T~~ctW iY COPYRIGHT or 1UlYAl. GROUP TEtHlOLIJGIES LlII'IED AND SHAlL Nar IE COPIED. : DISCL05El) TO OTHERS. OR USED I'tlII /IN'f PUIIPOSE "OlHEJl TIlAH TWIT FOIl WHICH IT IS GPoel, wmtOUT 1HE 1IM1Df JI!IUSSl(IH .01'" IlIO\'AL. UNLESS OTtt[JlWISE SPEClflED DlUENSIONS ARE 1ft.... . J AS SprCIF'IED 2.03 mm u.o.s. ROYAL PLASTiCS INC. f OF 1 Cl we WALL C0NNECTC,R. [64mm] $'.,..5 Royal outdoor Prod. 11/24/2006 12:17 PAGE 58/62 RightFax - ~66lo.5'11J . 1 . . 602.11 123-705) . 9'17.30 {36.114J 82.55 [3.250] - ~83.5I: f2.5OO) 0435.83 [17.18Sj .- ~I " " ~ -a25AO f -. 1834.58 [72 82.55 {3.25OJ t - - es.so l2.5OOl I [71.078} \ . . I . , e . 1805.26 . .228) .Jt-H WfNDlOAD KIT PANEL DIVIDER FAB. FEB4/05 14.88 [0.577.1 .r:4 . _. e Royal outdoor Prod. 11/24/2006 12:17 PAGE 59/62 RightFax . i84.l1.t:.r...:JIj l I .. at3l11.-. . L Bg ~ UNMNIICID- G.I1lU1tl 1) GALVAl..lIME SHALL CONFOMt TO ASN A21DO '.IW. 2) MATERIAL lHICICWESS TOLEIWICE = [:=:J ntEClREIICAL ItWP Q?j Copyright C 2000 JIlDlit THIS IXICUIIENl' CaHrAINS N'ClIIM\1IOH PllCIPftIEI'M\" TO NID 1$ I'IlOImED BY Royal Group T(lchnol,)vies Limited CO!"tRlCtf' Of' tlO'fAL GROUP 1lOlNO'~ lJIl!lm NID SM.L w:n If ~, All Ri",kts R...rvlld . OISQ.OSEll TO 01'HDIS. OR USED FIlR IItI PUIlPOSE 01HER ~ tw.T FOR WHICH .... . If 1$ GMJf, wm<<IU1" TIft tIIlIT1DI PIRMSSDl Of' llOWlL. ..........~......... UNl.LSS OtHEI'WlSE SPECIFIED -...___ -...- OIIlIENSIONS Nfl IN ..., X.X :I: 8.4 :1:0.5 X.XX:t .of r IUI" lIEF t M.I1Jf[U4II=l * ROYAL GROUP AS SPECIFIED ROYAL PLASTICS INC. MET~L CHANNEL [64mm] CIlSCIII'llllII: ", .- 81 FflCIlIOONC!PT~IAM1A . IM'T!IM. iiiECifiCmCII8H1l1D MJICIIlMD. QU!ItIIB) ..... ... r '''lIlJIlll l , PS1<4-0D511 106352 , or t B2 14005 n pr .. . . Royal outdoor Prod. 11/24/2006 12:17 PAGE 60/62 . RightFax ., ROYAL GROUP .... ... r .....: [uc.:=) ROYAl OUTDOOR PRODUCTS DES~ .... go ,f -JUIQI l= , J!g; lRIMIlED. CLIt IUI'lI ,. FULl. ~IIWP 8 .IIIl1CE TMIS 0ClCUl0tEMr CONTMIS N'ClfIIM1lON PROPIIIETMr 10 II6J IS PRCJlECIEl) IJY COP'llIGIHI' Of' f!t"I!t<L ~ ~..ClGES UMI1ID Nte !HiC. Me! IE CCPl!::>. !lISC1DSEI) m OTHERS. ClI USED P'OR NIt PUlIPOSE 0JHDl TtWt ~ I"Ott WHICH IT IS Gr4N. WIIHOUT tHE WIIrl'1f.M '!MI:J!llQlol OF IIOTAL UNlESS OTHERWISE SPECIFlm IlIMEHSlONS ARE ail MY i6U1!1l--=li r '1 1f.7I".... L G~O Copyright C 200S Royal Group Technofo\1ies Limited All Rights ResllrVed TOl.ERIoHCES DECIMALS ANGlJl.AR x.x :i 8.4 :1:0.5 x.xx '* .... ROYAL OUTDOOR RODUCTS CO. .METAL CHANNEL (64.mm] OIA ~ N/A t 01 1 ~-4 .. .. . Royal outdoor Prod. 11/24/2006 12:17 PAGE 61/.62 RightFax ! i ~ i ~ . ..,...11- o J II !il Ii II to! III : f i '. 8 J 11;1 ~ '..1. ..J I~~ I ell ~ i~ Inll i C1 ~IF~ I r ~_...~ 1:1 II ~-..NIF"" fIJ ] ~....... v . I i l i ! I~ I il - . I iii I I E/! . . . Royal Outdoor Prod. 11/24/2006 12:17 PAGE 62/62 RightFax ~ . ROYAL OUTDOOR PRODUCTS ~lll": - ROO\IE Lllrl 11= 2UO lUJI81) I GROC E DETAIL SCALE 3X 1 Iii I I I.~ I .!... \~. ! , ...,. luW H-6.08 LO.2OlII DO {D.D7IIJ r' !:'r}''';g~' ~ :?I)I)~ R.:>yol Group Technologies Limited All RiDhts R.sef\led ..il.m:t ~= :::-...t:JOrr ~::r,-,~ :~~'n::: ~.A.'!': T:- Nt: ~ rr.:-:tc:t: ~. COPYRIGHT OF ROYIoL GROUP 1ECII'lOLCG1ES tJIll1ItI .-HO 5IW!.. NOT BE COPlm. JlI!C105El) TO 0THEIl5. OR U5ID fOIl Mtr. PUftPO$[ 01'KER TIW( lIfAT FOR WHICH IT IS GIllEN. wrrHOl1r 'JHE MIMDt l'EIUSSlIltt OF ~1IL UNLESS OTHERWISE SPECIFJED OtUEN5t(!tI$ ME IN MY AS SPEClF'IED- '* ROYAL GROUP nx.ERANCES OEClllIALS ANGULAR X,l( :t 0.4 :tD.5 X.XX :l: Q.2 ROYAL OUTDOOR PRODUCTS CO. 33" [iv'\jR rA.~"E:L (35" PREMIER POOR) - f' ABRICA Tlor~ .1 Of 1 YPABS33-1779 ~.,.s Royal outdoor Prod. 11/24/2006 12:17 PAGE 2/62 RightFax z STRUCTUR.AL EVALUATION REPORT For: < -,"-" ,-",..",,',' . ......; . ROYA;L;OUTJ)()OR:PRODU:crS;OOMPANY . A l>IVISIONOF\llOYAL'GROUPilrticHrfOLoGlF.S,INC. ,.......... ", -,-", .......,.....:", .. ........ .. lQ9-BROYat Group Crescent WoOdbridae'Ontario, ~nrmM LAH In . (871) 74'1.1J2SSext.268 CODtac:t:lobn Todd ..'..,......-....'..'.'.'.: WINCllESTER.STORAGE:BUlLDING . .".....rUO..ri~~r.D;t'ft):.:,..:.:....',"'. '..' WITH HlGH:WIND1;Ai:iiiND"MlDENnUM' AND .. /$~~WOODBRJJ>GJE~~{}~~UJlJ)lNG (r\)t:::~~\mu"mGn~&r~~1Jij,iADDENDUl\t '!*{ '. .\.1<<<.' . . lA. .STATC..'......O.F'.......,. .',.~.:.i:.. ,; ,.. ....,RBPO..'.'.."...,...'.','..."R...,:]"......... iff. ;:?~'...(:~,:.. '0'.' ':A.' ." , .' '. <: .'1'1..- 'D""ore"", .t '8' , .,nn3 ' ~... ^~Jl:." ,....'. '.' '"."', 1Ii..< ..~}~..,/< ".:,r,.~.u:~UgDs:., ,,!i~/ ~~.~.,\.oR.,. ,.\~.'t .I~~i:.t. ' 'ReVUied:,;~_1~~20Q4 V'/9ifAii~":...'" hViaetkAlXi17.2006 '. .. .-..... BY: R.F. Tucker, P.E Ccm$Ultmrt . RADeO -~ 11 3220E.S9THST~' ... . Lon'" B-...... CA !lO805 " (Sm')~t..~ '~,"..,"'.'.:'.'. :.'.',.......,...:,.... ..'....': .(S62),S29-'7S13-:::~' .....,:.. :<' .:~... ': .. .. .:..,'":~ PhiIip W~rJgton. P.E. SWf Engineer . . RADCQa Florida 5456ACrens.ba.wSt. . TlI1Dp8.FL 33634 (&!~)24~O-Phcmc (813}24~1314. .' 4 .. . . Royal outdoor Prod. 11/24/2006 12:17 PAGE 3/62 RightFax TABLE OF CONTENTS: DESCRIl7IION: PAGE NUMBER: StmctuIal Evaluation Report 1-3 ApPendix:: Owner" S Manual,WinchesterMoclelSOlO,Versl0D.35 Owner' SMaIlual,WOocibridieM~lsiOS,Versi~rl.t.4 Owner's Manual, High WindloadKitModel W502. Version t.O , ," . . Owner's ManuaI, IDgh WmdloaifKitAddendum StructuralC81culations Shecliand.Pull-outTestingreP()rt.. . Tro'WCo11S11lting;~gineers;Ltd. .' . Report No.: 1'95-4(416195) Physical Material Properties!eport ORTECHCorp. ReportN().~. 97-:153-MOO9OA 'Technical Specifications "p 'f.iTC~ .............. . ...~x.........~....... ..C.-... ..E.....iN.~-...~...~.......:s,... ........ ./",,\i&t~...>\. II NO . ,,~- ..~'.. ... . 'f.,giRJ ~ " :*r .. . .: * .*- I .: - "0-11 11 .. . ,~i'. i.;. : .~Q" . S't.~TE OF.. :1';;.' a. .'.A.' . . .'"CI.. \..~ "'-~t-:>" (i;L ,~~,"..._O.'R.l. '\). ..'-h..~-:t. ~!...1 ~ONAL"~.. ., -~lt_..... ') .: . ., '. . AO -A19 BO-B2.1 co - ell 00- Dl 'El.-E20 :FO-FIO GO-61O 81-H6 11-18 Royal outdoor Prod. 11/24/2006 12:17 PAGE 4/62 RightFax STRUCTllRALEVALUATIONREPORT REPORT # 7560-01 PRODUCT: WJNCBESTEItST()RA.GEBUlLDINC;(MODELSOtO) WITH.mGB'WINDLOADXIT;ANlh\DDENDUM AND WOODBRlDGESTORAGEBUlLDlNG(MODEL SlO8) wrmmGH WlNDLOAl>Im AND ADDENDUM APPLICATION: - .' - - ',::', _~":_-.' ',::',': :,,':-:'_:::(:.::::~:- ,.: .. ,ir'_',: - -, :,,-,:::;.: - - - " 'ROYAvoUTDooRftODUCTS, INe. ~oot~'~tdajJAB 1X!J . '(877)j47~925Sat.W' ..... LAWN fUTILITY STORAGE BUILDING MANUFACTURER: SCOPE: At. thereguestof Royal. Outdoor Pl'oducts,..Inc.. ..~has- evaluated the .Wmchester .st~bUilding;(M~:No.SO~Q)'and.'!Ioodbrid~storage~u~~(Model No. SlO8) .to verifY;that:tbe)bL1ildin.gcompJi~;t().tbel50,mlill.~Ci~()8L!reqtii.re.me.118S.established 'tIi' "NvlA.rn";"':~_' ~~I";~""""".;..:.:G.,.th' .'."Nt.,: "S" .... .1....)' x.Both" :"L._:oI..l~~ted' ...~.... m.........r(~~;f~U1~~...:Bl1IJ~~:~.. ..:.~...,.;. ....9l),P!~i/.,.... . ....~,..~..., .. .ilUUveare =~~~';~~~~j.!~~;~.ev~~ ;':,:':".',>-:':::' ,:.:",:-",:.:.:.,:,-,'-., .;:-:; , ." j ';-', ~'::.; Section '.16:Z6offhe.2004FtOrida.'BW1ffi~gc:Me\\iitlf2~:SUPP~11taddt1=sses. impact test reguirementsfor..buildingsjnHigh"eIocity~7Dnes'ExCeption fgrants a provision for utility sheds to be exemptftomdlisc.titcriaprovidcd'thcyme nolargcr d1aD ~~~~~~ '. . DFSCRIPTION:. . The W'mchester:~, Building andlor the Woodbridge Storage Building is an outdoor .utility:':bWIdingma~ of vmyLiriterlOCInng. 'cIS.The height Of the building at the '.. . -' -' -... . '-.'" pan........ . .. sidewaIlsis(69j,sixty-nine -ii1Ches:(l~75m). ,The lIeigbt of the building at -the peat of the. ridge is (86") eighty-six iIiCbes (2J8Di). . '. ..... ..... . ." ..,....:.'.... _".",'...,. ,,0 " ,.... ,.,'". .0 :..../......."..-.'..."'...... .."..... ,- .'. " '. ,.....'....,...-,:....'-..',... ..'...'..........':.-..... . .... The;buildingiss61dandPact.i~ed.asakitofcomponents~sedininterlockingvinYl panels, steel andaIuniinumchllnJlf!ls, .'. and fastene1'Swhich.are" assembled at the installation site to form the walls and roof. Theb11ilding is designed to be anchored to a concrete foundation or wOOli .deckin~The designandconsttuction of the foundation most comply wDh looalrequiremcnts8nd issubjecr to local approval. . Royal outdoor Prod. 11/24/2006 12:17 PAGE 5/62 RightFax Basechann~are instaIIedaIong~~mefer<ofthebui1ding.andsecured to the foundation with wood . saews,for'\oVoodfoundatlons'i'andconcretescrews for concrete foundations. Screw type and spacing ue specified;in f1tewstaDation iItstmctions.Base channels are U.sbaped.11JBde'ofaluminllID,and~forwal1panC1s.' to be inserted into the U-shape.Connectioos fromw8lls.to channCls are' by #10 x ~-inch.(19-mm} screws at 6.6-inches (16.8 em) on-cerrter, with additional fasteners added at panel joints and steel stiffeners provided in the High Wmaload Kit. . . '. Both the walls and roof are comprised of interlocking. panels consisting of joiner and groove panels that slide togejher.'Eachpanelmeasrm:s 1O.7S.;inches.(O.273m) wide by 2;5-inches(O.~m) tbick.>iEachl'8Dd~risists'o~(3)threeh<>now .cells. . The. High 'W"mdl~Kit'inc1UdeS,g8lv~;~t"anrtel~"~Cb...~iDsta11ed 'witbin..too.1Diddle. panel. :.cells. me'Y..erJ. ......thirdpanelm&'JimmnW... ;..added.' ". is....t8bility.......... ...... .'. .... .' . . ',' .... .... '. .. . ", ,', ',.'," ...'_._...'........ ,.,-,- ......'..... '0.- '-.' . .-'- .. .. .-.. ...-' .- .~ ",.- -- ".- ".-.-.. - .-'- '" .-.-.-...- .- : -.- .-" .- - .-.- .. ... .''- ',' .. .- .. .-: .- .-.- :"'," , '," .-, Wall.capsare screWeatothtt()fJSoftbevJatlswitb"1l)i~;inCb.'(19-mm)screws.!lt6.6- incheS (16~8cm)on-eeDter. . RoofpanelS;areinterloc~Hogetheriinthesame1MnneT liS tbewalls. The ends of the IOofpaneis are secured to tbewallcap and the ridge cap with the samef~m requiredfm the othetcomponents. The ridge beam. iscomprisedofaformedvinylsec:tion wi1htwO 12-GAsteel. channels bolted togetberinsidetbe hOnO~celloftl1eyinylsectlon. ...Roo[panCls .meinserted into the formt.d~011S 'aedSCIeW~~~fO()f;!~ctothe'ri4~.beamUsing #lOx. ~ inch.('l9--lD11l)screws8t6.~itIc1teS'.~1().8CJI1)on-'CeJIter........ ....... > .................... .....> ..... ... ..... . ,.., ' ,..,..... '_,_','_', .,...._... .._...,_,.,....._.;, ',... .. ' .0. '-....:.......... .... ....-......... ", ...."...........:'.................................................. ......'....... ,'..,' --.-',, . ','. .. ....,.... ..,......,.. ....'_.. .........', .0 .. .. ..............,.....-,--........,...,- ...;.-':..... ,:...,-:, .. ,,' '---,' ...."....'.',.:..-.'.'-....:......-,...'-... ....,..-. mgh!W"Jlld1oad...KitS..are])!ovi~.ifor~!puildlh~;..settt...to..F1orida.......Tf1ese'kits. .are con:rprised;of.16~A...Stelel...r.h"nntils~."WJ.ijCh:al'e.ii1staned,~..~imjtelY3()..inChes..{162 mm) on-centerwithinspecffied cavitie&ofthewallandrOOfpanels.A1so included are 318-inch (93mm) diameter threaded stee1nxis,wbichprovide a continuous means of ancltoragefrom the roolrid~beam to1he foundationatidentifiedJocations. The High Windload.Kitincludes additionaIfasteners,'Whichare(2) #10 x %.inch (l9mm) saews connecting the stee1 st.iffeDersro d1e.panCIsateacl1endof tbe stiffeners. as we1las additionalfastencl'sanbepaneljoints. ..,.,' The~spteadiaiId:smokede'v~in,ti.d(th~.vinyl)panels.are .19 and 261 :re:!l~y~,.JIlBkingthisa'ClassJ\.~aSspecmeabysection803.20fthe2004' . FloridaBtiildingc:ooewith2OOSSuPPlement.i ..' '..' . . .' ...... . . t- \'- I' Royal outdoor Prod. 11/2412006 12:17 PAGE6/62 RightFax EVID~CE SUBMlT.l'JW:. ......... ..... .' ...... The. 'followingitems..included'with this evaluatioureport .. serve as. evidence that. this product issoitable for ~ationWitbinthe state of Florida: 1. Owner"s Manua(WinchesterMode1 SOlO,VersioD 3.5 2. Owner's ManoaI. Woodbridge Model Sl08, Version 1.4 3. Own~'sManu8l,High WmdloadKitsModeIW502, Version 1.0 4. Owner's Manwil,HigbW"mdloailKitAddenrtl1m 5. Structural Calculations 6.Shear811dPun~l'est report/proyi~by.TroV(ConsuJting:Hnghteers,.. dated . .Aprll.6,19S)5..:.:.L:.>.. ...... ..,..,..:....,'........, . ........... ':', ...... ... '7. .~I<<~4~~:i:ePorta#9!idec!';bjORTECH'aawt.]une'.13, 8..... 'PfeCluiiC8l speclfiCafions' 9. Shop drawings . RECOMMENDATION: RADCOrccomri1ends tblt" i1teRoyalOuttioorProctuctsW"mcbesterandlor Woodbridge StoragebUi1(1jngsbe" ~foruse.mtbe ~ofFlorida. ....: Tbede&gnscontained herein meet the design .1oadsforl59IDJJbwindl~adsas . indicated.iD"the2004 Florida Building'gxie\\'itlr2005 'Suppl~t..~~f!l~: 1.' ~j1;@1dfrigco~ttbrit&jaig;~i~~c,atfai~tlJ.c<:lvme.rls.ManuaI', High :wfudlo8d, .Kit, .anddesfgnd&nmentS.;that,wel'e . submitted to' RADCO...for eval:aaiibli.' .. . ....... ..... .' .., '. "'. ..... ..... '.':';':. '.. ...... '.. ... . ...: 2; The building is erectcd and installed accotding to: the requirements of the uianufacturer"S instaDationinSttuctions,includingthe High Windload Kit 3. The .foundatiouJIlustbe capableof:a~odatingtbeanchorage connections indicated in :tbeIrianufacturel.""Sinstallation.insU'uctiODSaudHigb Wmdload Kit. .. .., .' ..h ..' . 4.Thedesigrland~ctiont>f~;'~()lJr#t:a~~~lllust'complYwith .the local req1IiI'ements andisf~~,ft)1~'~..~9yaI~ . . .." "". ,t~ e' Royal outdoor Prod. 11/24/2006 12.: 17 PAGE 7/62 RightFax " 'k. " ~JFer..., ~~ l-~ ..JI5o~IScf.C.2 e&~: ,.~ ~...~.~~~,.lec.E.j~ 1'A1~t.sC~~: J:,.. .' .'>i ,..... ..- ~." .,tQ '~~,"~""'~'.'" ..... ...... ..;4~'IL~t.....I8C ...,~~: ......It,...O''T'7 .' .... '. ;f . Wo : fh04 1&4S1" J. ...;. ..-, .g .'1 1 l ~..~~@tOfT' ...t...-.. E t ~.....1tt5~~~ ~.~ 1iJ...c~~'~.~~. ~: G).SO , Ol ~m' J .. } .. ...... j '". >" (~~-tl!t6j)('(~l~<<S:rl~ . ..' .......~-i~-"'4.r~.~..~. ~.c. Ca J:.w t.s.b ,CD ~/f1ocF :Sfiffl!ltJE'-S ~. : It:lt .... .. a>'Ia+~."~1l.c> ~. 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BR-09012-A Trow Table of Contents 1. Introduction 1 1.1 Background ~... .....~ ...... ....... ............... ... ..... .... .... ............... ........... ...... ............... ........ 1 1.2, ' "Obje:c.tive ....... II ..... ........................ .......... .'.............~I..I... ...... ... I." ... ... I...... ...... ........ ....... ............" I 2. Test Program 1 2.1 Test Set-up and Procedure ......_........;.:...................................................................2 2.1.1 Shear Testing........ .......................................... ................... .......... ........ ........ 2 2~1.2Pun-out Testing .... .............................. ...... ...... ......... ....... ........... ........... ....... 2 3. Test Results and DisCUssion 7 ,,",0;'-_-' .,' ,_," -_'. _.., : .__:; :,' ",..T,. '; "", ,:", __ '~. ,,";: ,',' 3.1- Shear' rests...... .....~.~~~~.~'~........L~C~...~-~.~;.a.~ ~...'.u..",,,, ... I" .'.~.L..'.. ..... ... ~:..~..... ....~;.. ~,~.... ..... ...... '7 3.2... \PUn--outT~ts.... .......... ..;... ............ ...~.......D.:...... ................. ..... .......... ......~................. 8 4. Concluding Remarks 9 Photographs Photograph 1: Shear .test set-up ........................ .......~..........................................:....:............... 6 Photograph 2: Pull-out test set-up.. ..'.... ......... ..... ..... ... ........ ...... ............... ............. ...... u... ......... 6 Tables . Table 'l~ Table 2: ... ,.', -.':....:...,._.. ". :..', '. ': '. ',.. '. -" ", . '--~'::,-. ,\,"': .", ;. ,-.:- ,'c' S~~,;:,TestRe.s11lts_....~..~.~.-..~'~...... ..~~;.'u:..,.......~&~,.....~...... .... ......... ..~...._ .... ........ ............ ~..' 7 Ptill."...Otit T.' ~t.Results....... .... ... .. ...... '....'.<... . ..' . . . . . .......... ...... .........~ ...... ..................... ..... ....... ........ ............... 8 Figures Figure 1: Figure 2: Figure 3: A perspective view of the Storage Shed.......................................................... 3 The Storage Shed.... ........... ............ ..... .............. .................... ........................... 4 Test'set -ups. ...................... .......... .............. ...... .................. .................... .... ........ 5 }r- Royal outdoor Prod. 11/24/2006 12:17 PAGE 29/62 RightFax R0y81 RubbermakP' Stot'IlII8 Shed: m-r- PLdI-out Teding ~ ... BR-CII012-A Trow 1 . Introduction Trow Consulting Engineers Ltd. (Trow) was contmcted by Royal Plastics Limited (Royal) to conduct a comprehensive series of tests on their newly developed stomge shed. PuISuant to the submission of our fonnal Proposal GTR-9S-S031. verbal authorization to proceed with testing was given by Mr. Peter McCarthy onFebmary 4,1995. 1.1 Background. The Royal Rubbermaid Storage Shed is assembled using hollow, interlocking, extruded polymer components. The walls and the roof of the shed are mainly comprised of pre- fabricated cored 3-cell panels. Relevant perspective. plau, and elevation views of the shed areprovidedinF~ 1-2. It is anticipated that inside the storage shed some shelving will be iDsralled for storing gardening tools. The shcMng will be installed ming standard 200 - 2SO nun wide boards and shelving brackets. the bracket win be fastened to the plastic shed walls by meaDS of screw fasteners. 1.2 Oblectfve The objective was to determine the maximum shear and tensile capacity of the screw to wall connection. 2. Test Program For shear testing, the test program involved the connecting of three 3-cell wall panels together using four #10 x 34 inch screws ( 2 on each side) and loading the centre panel. A total of six. shear tests were conducted. For tensile testing. one #10 x 34 inch screw fastened to a t1m:e-ce1l panel was tested. A total of ten tensile tests were conducted. . Testing was carried out at Trow's Structural and Building Science Laboratory located in Brampton, Ontario on March 10, 1995. During testing the laboratory temperature was 2OtlOC. 1 ROyal outdoor Prod. 11/24/2006 12:17 PAGE 30/62 RightFax Royal RubbermakP 8tonlge Shed: _ and Pull-out Telling *' 8R-OI012-A Trow 2.1 Test Set-up and Procedure For these series of tests., a structural steel reaction frame consisting of four columns and an adjustable cross-beam was. employed. One structoralsteel pedestal was 1JSCd to support the test specimens.. A Power Team model RD2S6 double acting bydraulic cylinder. manufactured by OWatonna Tool Company(OTC), was used to apply the force. The load was tran.~fem:d through an Tntertechnnlogy Sr. No. 245413-5K S-type load cell to the test specimens. The load level was monitored by means of an IDterteclmology digital process indicator. 2.1.1 ShearTestlng The thI= 3-ce1l panels were 150 mm long. The middle panel was set 50 mID higher than the adjacent panels. and fastened in-place with four #10 screws at the joints as shown in Figure 38. . Testing involved applying an axial load to the middle panel of the three interconnected 3-ccll panels. A concentrated load was applied via a 6 mm thick steel plate such that loading was uniformly distributed clilectly over the centre wall panel. The test set-up is shown in Photograph 1 and in Figure 38. 2.1.2 Pull-out TeatJng Two 3-cell panels were interconnected through the sliding joint One #10 x 34 inch screw was fastened to the joint of the panels through the loading assembly. The test specimens w~ clamped to the steel pedestal. The screw was subjected. to uialload. using a hydmuJ.ic cylinder and a load cell. until it pulled out of the joint. The schematic of the test set-up is shown in F'tgIlIC 3b and Photograph 2. 2 Royal outdoor Prod. 11/24/2006 12:17 PAGE 31/62 RightFax AopI RubllerlMlcfN StonIP Shed: ...,. MCI pun.out Teatlng ~ ... BA-OI012-A 'Trow 1 1bed' . rawmg was proVJdai by Royal Plastics LImited. Figure 1: A perspective view of the Storage Shed! 3 Royal outdoor Prod. 11/24/2006 12:17 PAGE 32/62 RightFax RapI RubbennalcP 8lanI8I Shed: ShW eftd PuII-out Tilling ~ .... 8R-OI01~ TIGW ..... ..,~ I I ........ ... ! wow.u. I IIU7 .... ar ~ =t t --... 1 1 J- ( etU!M DIIWI l-..u...~ 1 The drawing was provided by Royal Plastics UmiICd. Figure 2: The Storege Shed1 4 . Royal outdoor Prod. 11/24/2006 12:17 PAGE 33/62 RightFax RapI Rubberftlll1cPl...... Shed: .1wU md pull.out Te8I1ng . '" -P 8R-GI012-A Trow LOAD T 15"- g Steel BearIng Plats #10 screws (2 per side) TyptceI o .... Figure 3a: Shear test set-up lOAD Two 3 cell Wan Panels '" I Threaded Rod connecl8d to / Laod eel & JacIc / Th_.Ig 1110 8Crw wIlh washer fuI8ned through slidIng joint Figure 3b: Pull-out test setalJP Figure 3: Test SIt-ups 5 Royal outdoor Prod. 11/24/2006 12:17 PAGE 34/62 RightFax ':":", ~ -_.~_.,-..;....--~----.-. PhOtolPPl' 1: Shear.1t set~p ..~ ~ ., .., l' PhOtograph 2:Pukut..t_t-up , Royal outdoor Prod. 11/24/2006 12:17 PAGE 35/62 RightFax Royal RubbenMldN Starage Shed: __ end Pull-out Testing ~ ... 8fH1l1012-A TrGW 3. Test Results and Discussion 3.1 Shear Tests A suminary of shear test IeSUlts is provided in Table 1. Table 1: Shear Test Results Ultlmllt8 Load Test No. IeN (lba) Comments 1 4.62 1039 Failure occorred with the centte panel moving downwards approximately IS mm and the plastic material below the screw bein2 Cmshed. 2 4.40 989 The mode of failure was similar to Test No.1. 3 5.11 1150 n 4 4.51 1014 .. S 4.62 1039 " 6 5.50 1237 " :i~ 4.80 1078 Average shear load for four screws Xt 120 267 Average shear load for one screws (J' 0.42 9S Standard Deviation CV 8.9% Coefficient of Variation The mode of failure in aU six tests was identical~ the plastic crushed as the screws were pushed downwards. The average tailure load with four screws was 4.40 kN (1.20:tN for one screw). The coefficient of variation of test results is less than 10%, indicating reasonably good coneIation and repeatability. 7 ROyal outdoor Prod. 11/24/2006 12:17 PAGE 36/62 RightFax Roy8I ~ 8tcnge Shed: _ end PulI-out T....nll ~ ~ BR-Gl012-A Trow 3.2 Pull-out T_ts The l'esults of pull-out testing ale summarized in the table below. Table 2: Pull-out Test Results UIttIMlt Load Teet No. '1cN . (lb.) Comments . . 1 1.48 333 At the maximum loadtbc sc:rewoUllCd out of the joint. 2 1.40 314 The mode of failure was similar to Test No.1. 3 1.42 319 " 4 1.54 347 " S 1.57 354 " 6 1.57 353 " 7 1.56 351 " 8 1.66 374 The sc:rew pulled up and ripped the plastic material at the ioint alOll2 the web"- adjacent the hole. 9 1.54 346 The mode of failure was similar to Test No.1. 10 1.51 339 II x 1.53 343 Ave.raae PuU-out caoacitv (J 0.08 17.7 Standard Deviation CV 5.1% Coefficient of Variation When the screw-to-plastic connection was tested in tension, failure occmred with the screw pulling out of the plastic. as expected. The average failure load was 1.51 tN. The test results were reasonably consistent and repeatable with a low standard devialiOD and 5% coefficient of variation. 8 . - Royal outdoor Prod. 11/24/2006 12:17 P~GE 37/62 RightFax Royal Rubberm8lcf'll Stcnge Shed: ..., end PulI-out Tilling '" ... BR-OI012-A Trow 4. Concluding Remarks As tested. the av~ge.JDBJtimum shear capacity of the connection for one #10 x 34 inch screw waS 1.53 kN (343 Ibs). Failure of plastic material occ1m.'ed around tbe screw~ the screw did not deform or shear up to and at the maximmn load. The tensile capacity of the connection. as tested. was 1.20 kN (2691bs). Again. the plastic failed; the screw did nol ~xlnDit any sign of defo~n. We trUSt the above is satisfactory. If you have any further questions Of ccmiments. please do not hesitate to contact us. Trow Consulting Engln..... Ud. Eric Burnett. PbD., P.EDg. Technical Director BuildiDg Science AIjan A1eaja, P .Bug. Project Manager Materials and Systems Testing 9 Royal outdoor Prod. 11/24/2006 12:.17 PAGE 38/62 RightFax . R E pO R T Physical Material Properties Test of RoyallOy" B ~~terial A. Report to: Royal BuIlding Systems (Cdn) Ud. , Royal Gats Blvd. Woodbridge. Ontario L4L aZ7 Attention: Mr. Arjan Arenjl. P.Eng. Technical Manager -Tel: (90S) 2.64-0698 Fax: (905) 264-0699 Submitted by: Andrew M. Cameron. Project Technician Build"mg Perfolmance Report No. 97.J53.MODSlOA 5 Pages, Appendix Date: J1WI8 13.1997 ORTECH .. ORTECH~. Z395 Spealman Dr.. Mi5'iiJnuRll. Onlario. Canada UK 15.3 P1mnc; (90)) 8ZZ-i lLl Fax: (90') B2J.1440 II lIUo _ iI JIIU"iW _ UI __ batwIo 0I.1:[ll(;H r~. .1Il! !he ~ ill JUflelS d te\'la:11N'1IW 'll> the a.Jdin:oRc. IIIIIl ill ~ III ., ........ "!be__ ,"",!be r..........OIIIIM In tIu._ 1) .11Uo........ far * ......lIIlor. 'Ili ..1IIId_...., 1IIIl...., _.... p:Nbbcd ex .............-.- ........m-.lI_aIw"-....................... <V1'!'d_OIllU\ 1t.....1hM ,,-_,- --,,,._.ftIdo...., n:IIIIR ~ ~ O1\lECEt m.1IU liIiIllkt.. _, <<her a..... r.am___ dltIanmm'h ~ 'CIl..,-.-~.......-.I l"Il~.1III, oIIaIboItiaI\ ",1im:IIIiua r# """-'- I) Nat..... aha........- _...... _ he....... MY ""1- _II... wtda IX..1e, ...r.... "".....--n. \If "' _:.. ,.._ .. .....""'. II... ........, tI car-a\ .. ,I. 11I010. inc tf IDl' 1meDI_, .. '11m r_r..rm ""'for tn tfsc l'UIi..... -1'roo. Until, ......1. 1_ ,.. ,.n. r.t;ca -r IIllI remt:l reo In II. lIIId ".S llaIlled I:., Ille 1lS'11IIlIllm 1lIIlII.,.e~, ~ IIlIdto.., "'. ~ Ii I... .,.tn" ..,d """' .-.. .... .................... ..... 1:0: .......w. ..... II. III'" dd\inlom........ The _r~"'" rI_~1iIl ,_om. IhcT: ........ .1I-.dr _;.: _~iM""h 1llIINIIIl1I\"-.I. dtiI ""'........ tltlot C_RtIlI blo.... -'.. -..bod"""""'" S) /Ioprr.... 0Il.TEt.-:H". ..1..-__ I~ ..... ........ prrI_nal.-.IaRI. ,n r....". _ chltr.-. liwn~..,~~_~......-.. "'lwr........., uI lllllCt:t1 a tlI ~'Kf ~Iir;:no lU 0111... rr:rcor.ln ;mladlr. ClIl"RO't n..a:.,..' WlIIftIIntT IX' 'lll'f'"l't"hl~iaft clib rtf('tCt 1111 .:hI' un.1m,.. 1" .IV tnltwlnwun., IIft"U1'tlfI. ......61 ,., ~.... ",..."""oJ III ...'" ""1""" III In. mr... .. rnr lo.:_\r.r.. """"'.... ......Iar ,,_ .IIKI""') In" >q'l~ Ill,,! .... kIlrll!j;t .......l..1y ,.......J oIlS'I', G-O Royal outdoor Prod. 11/24/2006 12:17 PAGE 39/62 RightFax Tabte of Contents Page No. 1.0 Accredlla1ion 1 2.0 Registration 1 " 3.0 Introduction 1 4.0 Sample Sekdon 1 5.0 Test Program 1 6.0 Witness Test Program 2 7.0 Test Results 2 8.0 Conclusions 5 AppendflC A: The GEON Company PhysicaJ Testing Laboratory Accreditation's G.1 Royal Outdoor Prod. 11/24/2006 12:17 PAGE 40/62 RightFax ORTECH Evaluation of IIRoyaUoy1N B" For: Royal Building Systems Page 1 of 5 Report No. 97-J53 MO09OA 1.0 ACCREDITAnON Canadian General Standards Board 176002, Standards Council of Canada #101. SBCCI 2.0 REGISTRATION ISO 9002 - 1994 registered by aMI. Registration #001109. 3.0 INTRODUCTION At the request of Mr. Arjan Arenia of AoyslBuilding Sys1ems Ltd., ORTECH was oontracted to randomly select and witness testhg of 1he Panel elements. oonstnJcted by Rays) Building Systems Ud. Testing of the Panel element was to detsnnine the physicaJ material properties of AoyaJloV B as a finished product. Testing was to be conducted at The GEON Company Physical Testing laboratory. 4.0 SAMPLE SELEC110N On the 31st January 1997, an ORTECH representative visited the Royal Building Systems plsnt located in Woodbridge, Ontario. AccompanIed by ArJen Arenja, six Panel element were randomly selected I signed and dated by Renato . Veerasammy, P.Eng. for shipment to Geon Physical Test lab. 5.0 TEST PROGRAM Royal Building Systems Ltd. required lhe samples submitted to be tested to the following standards; · Tensile Modules and Strength · Flexural Moclulus and Strength . Harness (Rockwell) . 'zed Impact . Drop Dart Impact ASTM 0638 ASTM 0790 ASTM D785 ASTM 0256 ASTM D4226 G-Z Royal Outdoor Prod. 11/24/2006 12:17 PAGE 41/62 Righ~fax ORTECH Evaluation of "RoyalloylJll B" For: Royal BuildIng Systems Page 2 of 5 Report No. 97-J53 MOO9OA 6.0 WITNESS TEST PROGRAM On 12th May 1997. a building science engineer from ORTECH met with Mr. Gary ComeR of Geon at the Avon Lake facility in Cleveland, Ohio. Mr. Cornell . conducted a general tour of the laboratory facility which included: . Identification of samples received from Royal with the signature of ORTECH's Renato Veerasammy. P .Eng. attached. . A general f8View of Blithe test equipment to be used. . Review of aM catlJl'ation certificates for BIt equipment to be used. . Review of aM the required standard test procedUres from ASTM . Review of all the standard operating procedures for each test procedure. . Review of the laboratory accreditation credentials (Appendix A) The ind'lVidual test from the required test program were each started w"h the build1ng science engineer in attendenoe. The data from each of the test compteted was immediately given to the bulding science engineer in attendance. All teat for (he Royaloy Panel elements were completed In the presence of the building science engineer with no emissions. 7.0 TEST RESULTS A brief test descrfpt(on and the test resutts de!ermlned by Geon Physlcal Test Lab for the ~y8lloy B. Panel element 818 summarized in the following sections: Teat No. 1 Tenalle Modulus end Strength ASTM D83B Determination of the tensile properties of unreinforced and reinforced plastics in the form of standard dumbdell-shape test specimens when under defined condllons. ~ . G-3 Royal ou~door Prod. 11/24/2006 12:17 PAGE 42/62 RightFax ORTECH Evaluation of -RoyanoytN e- For. Royal BuDding Systems Page 3 of 5 Report No. 97.J53 M0090A .....1.. ..1_ ...... . sv.. II ~"Q "lIn ., ....... !:nerw II 81r81n It pllxut Pe8k tpeI) 11..11 _- Vllld ~} 111111 YIeld .reek C"IIo} (Pll) (IIle-(n~ (!bI.) (lba-/nJ 527'.8 5780 573 - 2.47 277.8 9.437 SO Z 5152.2 !liD 4S48 - 2.47 294.5 10.110 139 a 532.8 578b 1833 318 2.54 280.2 9.159 98 of B3I2 6740 8227 104 2.50 m.o 8.370 11I8 I a48.3 5790 50118 e40 2.50 281.8 1.022 t51 Nun ~ 57110 30\1. 5e9 2.l50 273,0) M19 127 S1. DM. 10.5 46 2158 1154 0.03 13.9 0.419 :2 CCIIr. or Dr '1ft 1.9 0.8 63.2 21.5 1.1 :;.1 4.5 25',0 Teat No.2 Flexural Modulus end Strength ASTM 0790 Oetennination of ftexural properties of unreinforced and reinforced plastiCS in 1he form of rectangtdar bars and is applicable to rigid and semirigid materials. For the MRoyaIloy B" Progedur. B was conducted. designed for materials that undergo large deflection during testing. s.m,r. , ".."., ..... At 1.- 'I 5"'11. 01.....11I E...,.. III ....Ul VIIId (pal) YlIId (IItI~ Y1eId (WIn1 at YIeld (\II' YIeld (Jbl.ln) .... ~1D' 1 511 1 fI2IIlI 1:J.81 0.0351 ll.2I!2 2.39 I 524 1QC!U 13.80 0.0354 0.264 2.39 3 513 1Q280 18.63 0.0971 ~ 3.11 .. 51f 10240 16.52 O.Q979 lU(3 3.06 6 508 10200 15.19 O.DS62 ll256 2.51 M_n !l13 10280 1UCl 0.0385 0.253 2.69 DhIMICln 8.0 B2 2.43 C.D013 D.Ol0 0.38 eo.t at V... , 1.2 0.8 15.2 U 4,0 1!.4 &-4 Royal outdoor Prod. 11/24/2006 12:17 PAGE:43/62 RightFax ORTECH Evaluation of .RoValloyTN S" For: Royal Buldlng Systems Page 4 of 5 Report No. 97.J53 MOO90A Test No.3 Ham.a (Rockwell) ASTIII D785 Testing for the Indentation hardness of plastics by the means of the Rockwell hardness tsst9r. The sample average thickness was 0.105". Sample No. 1 2 S 4 5 Hardn9&& Number 102.0 103.0 103.0 100.0 102.0 Awl'llQ9 Std. Dav. Ceot. of Var. (%) 102.0 1.2 1.2 Teat No,4 Izod ImP8c1 ASTM D256 The detennlnatlon of 1he resistance of plastics to breaking by flexural shock as indicated by the energy extracted 1rom standard pendulum.type hammers SBmple . bnplct ftlblln Type e....k , 1.9 C 2 1.9 C 3 1.7 C 4 1.7 C 5 1.9 C Break Type Total % Ave. Std. Dev. Cael. 01 Var. % Complete 5 100 1.8 0.11 6.0 TotaJ &c. NB 5 100 1.8 0.11 6.0 TolBllnc. NB 5 100 1.8 0.11 6.0 G.S Royal outdoor Prod. 11/24!-2006 12:17 PAGE 46/62 RightFax . . _ AJneriam Association for Laboratory Aeereditatioo S~ OF .ottREDlTATIQti lHE GE(Jt COMPANY Physical Test lab One Geon Center AvOn Lake. Q4 44012 Gary Cornell Pmne: 216 930 1363 MEOWIIC1l Valid To: Sept... 3D, 1991 Cert1ficate NtIItJer: 0514-01 In Nc:agnitian of ttI! success1l.l1 ~letian of the 1I.LA evaluation process. accred1t1tion is granted to this labcntDrY to perfclrm the fol1CMing I'\Jbber and RlJJtics tl!sts: . Rubber . Tensile Praperties tM'alII8tw Hardness Effect of 1.1qu1ds Abrasion Reststance (Rotary Platfcn. OofJble-Headed) Tear Resistance . Caap\"!!SS1on set Brtttleness T....1tIft (IIIpICt) Deterioration (in an Air OVen) P1!St1cs Tensile Properties Deflect1an T~ature under F1ex Load Sti ffness as Fcn:t1an of TIlllpl!l"Iture RDdc.wel1 Hlrdness (It Scale. Pnx::_ Bl Flew Rate (Extrusion Plastonl!ter) Specific GravitylDen51ty I~ ResistBJ'L'e (TupJ COefficient of llI!nIIl EJpansiDll Flemfil Pral*'t1es Br1ttleness TaIl*'"ature (1~) Capinar)'RhecJmrY V'fClt SGftentng- T~ature . IIIpIct Rasistanal (IzacI) PVC Resin Fusion . (Torque lttIKater) Detel'll1nat1an of fawing character1st1cs of vehicle interior trilllllteri,lS Volatl1e lass fraI plastics using activated carbon Ethods Xenon-Arc Nelthen~dIeter Heat Distortion test of thennaplastic insulations and jackets for wire and cable us1ng tM follow1ng stlnc:Jm'ds or portions of standardS: AS'TM~ 0%56. D395. 0412 (Mettaf Al. 0471. D573~ 0624. 0638. 0648. D696. 0746. 0185 (HethDct B). 0790. D792, 01.043. 01203. 01238. 01525, D2l37. 022-iO. 02538. 0256S. 02633 (Seet1on 41), 03389. D38'3S. 042Z6 Jl756 -4~/;t..'1~ ~~.I'd'vLt ,d.~V i56 QDiDCI Orchard Rasd, H2O. GaitfJersfJlIrg..W 20873-1409 . ?hOD!: 301 610 1377 ; F~-':: 869 1495 @ G-8 SAE: Royal outdoor Prod. 11/24/2006 12:17 PAGE 47/62 RightFax '1[. ~ L THE AMERICAN ASSOCIATION FOR lABORATORY ACCREDITATION " ACCREDITED .LABORATORY A2LA has accredjted . THE GEON COMPANY PHYSICAL TEST LAB Avon Lake, OH for technical competence in the field of Mechanical Testfng The ICcred;tation covers the specific tuts Ind types of tests listed on the. agreed scape of accreditation. This Jabonrtoryme.tI the. requirements ~f' 'sollEe Guide 26-1990 4tGene",1 Requirements for the Competence of Calibration and relting Laboratories- (equivalent to relevant requirements of the ISO 9000 ..ries of standards' and eny additional program requirements in the Identified field af testing. Presented thil 29th day of January. 1998. . . \~. ,t~ ':"1 1.' /-' '''''*'- . - , .~ ~:~"' ~-- "rl ..,'I"':~ .",~ - ..itf ..;,.:..t/~~ )1\ '.7;. '- .-J._, ...., "'" ..~-:(. ", - l........... __c \ -, '. ~~~ For the Accreditation Council Certificate NlJmber 514.01 VaJld to September 30, 1997 For teats or types of tests to Which this accreditation appJies, please refer to the laboratory's MechanicaJ Scope of Accrttditation G-9 Royal outdoor Prod. ~1/24/2006 12:17 PAGE 48/62 RightFax z ~.!! 0 -II i= .. '2'i - z< .- tJ 411I . 01:: I: ,,- - " :i I: C - -0 t.) ell ~LU ~ II .. 3f1?O) 0 ... 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