b'BUILDING CODE2395 Speakman Dr.P: 1905822 4111Bulletin elementMississauga, ONF: 1 905 823 1446Roof Testing Laboratory Canada L5K 1 B3info.toronto.industrials@element.com element.com Roof System Dynamic Wind Uplift Dynamic Wind Uplift Resistance CSA A123.21-2014-Summary DocumentResistance Results Document No.:19-06-B0127-PARS017-A RV1Document Date:November 11, 2019Reference Documentation:File Numbers:Manufacturer CSA A123.21-2014 Report No:19-06-B0053-1 nameSupplementary Report No.:19-06-B0042-M Test Dates:2013-01-29 / 2013-09-17 / 2013-01-24herePublication Date:2013-03-04 Revision Dates:2015-04-28 (R1) Manufacturer:Manufacturer 2017-04-26( R2) name _Reappraisal Date:2020-04-26 _______________here- COLD APPLIED SYSTEM (AARS) ADHESIVE SECTION 1.0: Roof System Summary:APPLIED ROOFING SYSTEM "- - MA BASE SHEET/COVER BOARD TORCHED ROOF SYSTEM" - Partially Attached Roofing System Roof Membrane - Cap Sheet:Roofing System Summary Roof Membrane/Cover Board: Insulation:Cap sheet membrane:Modified bitumen membrane/ Torch applied or self-adhering Insulation:Base sheet membrane:N/A Vapour Retarder:Cover board:Board composed of a SBS modified bitumen and a semi-rigid asphaltic board 914 x 2438 x 3,2 mm (3\' x 8\' x ") / Adhered with Duotack Thermal Barrier:Insulation:Polyisocyanurate foam insulation board 1220 x 1220 x 38 mm (4\' x 4\' x 1") Deck:Adhered with Duotack Vapor barrier:Self-adhering membrane Thermal barrier:Optional SECTION 2.0: System Dynamic Wind Uplift Resistance {DUR} Testing Details:Decking:Steel deck Dynamic Wind Uplift Resistance (DUR)Dynamic Wind Uplift Resistance (DUR)* Test Dateof tested specimenRating (with 1.5X safety factor)Dynamic Uplift Resistance (DUR) as per CSA A123.21 kPa (psf)kPa (psf) April 08, 201810 (210)6.7 (140)Computed Value System DesignationMeasured Value(To Include 1.5 Experimental Factor) Dynamic Wind Uplift Resistance Rating (DUR):6.7 kPa (140 psf)A-5,4 kPa (-112 psf) -3,6 kPa (-75 psf)B-6,3kPa(-131 psf) -4,2 kPa (-87 psf)C-6,5 kPa (-135 psf) -4,3 kPa (-90 psf) PaUnBadLIiCanA TSItOreNeSt,REVISsystem-PUB-DRS 335697-.docx X:\\TOITURE\\ANCIEN24N0E0S C DrummEoEnSdv\\Silloep, rQC ema\\JA2AC R7W3 S\\SOPTel. l-210: 686139- 0855 0M-6o2d4-B7i t Swowprwa.semxpa.rct oBmo ard 180 cold applied REV_2016-11-14Page 1 of 9 Figure 3: Two sample test reports; note that one report shows the DUR as a positive value, the other report as negative values.(A, B, C, D), and these can be used by the designer to satisfyone securement system to the entire roof area (defaulting to the load resistance requirements for the three respective roofthe load requirements for the corner zone) or apply the single zones (Figure 4 and Figure 5). When a test report lists only onesecurement method to the corner zones only and extrapolate system of securement and its DUR, the designer can apply thereduced securement patterns for the edge and corner zones using ANSI-SPRI WD-1, which is permitted under the Notes to Part 5. 8Lettheroofassemblytestreportsdosomeofthe specificationwritingforyou.Testedassemblyreports specifytheproducts,fasteningoradhesivematerialsand thesecurementdetails.Thereisnoneedtoreplicateall thatinthespecificationandriskanerrorthatgenerates anunwantedconflictbetweenthetestreportandyourproject specification.Finally, be cautious about substituting materials used in a tested roof assembly. Although substitutions may be neces-LOCAL UNION NO. 280 sary to qualify a tested assembly for a RoofStar Guarantee, 9PRODUCTION, ROOFING & SHEET METAL and substitutions are not expressly forbidden by the Building Business ManagerRichard MangelsdorfAssistant Business Manager Troy ClutcheyPARTNER WITH US FOR YOURBusiness Representative Jeff Lind Owin BaxterFAST TRACK TO SUCCESS!Business RepresentativeUnion Organizer Steve DavisTelephone: 604-430-3388Fax: 604-431-1864 PUBLISHINGToll Free: 1-800-242-8645Web: www.smw280.orgEmail: info@smw280.org DIGITALContact Robert Thompson 1.647.494.4229 www.mediaedge.ca ADVERTISING24lROOFINGBC l SPRING 2022'