6!Ir...-- ASPHALT TECHNOLOGIES PERFORMANCE TEST REPORT. sacci SSTD Determining Wind Resistance of Clay or Concrete Roof Tiles July 27, 2006

Transcription

1 ail ACCREDITED 1f8t Report for: Project: Itroductio: 6!Ir ASPHALT TECHNOLOGIES PERFORMANCE TEST REPORT sacci SSTD Determiig Wid Resistace of Clay or Cocrete Roof Tiles July 27, 26 Da's Custom Sheet Metal 57 Washigto Street Naples, FL 3419 Applicatio Date: July 12, 26 Test Date: July 17, 26 PRI Job No: DCSM Evaluatio of Cocrete Forever, Moier Capri Trim Cocrete Ridge Tile adhered to Da's Custom Sheet Metal, 26 gauge, 6 ich high, Stadard Ridge Achor. The tile was mechaically fasteed to the ridge with a #1, 2" course threaded screw & OSI, RT-6 i accordace SBCCI SSTD Sectio 4, sacci Test Stadard for Determiig Wid Resistace of Cocrete or Clay Roof Tiles. It should be oted that the calculatios foud i Sectio 2 ad the test procedure foud i Sectio 4 of this stadard is idetical to SBCCI SSTD This report documets the results of testig to determie the allowable overturig momet of tile fasteed to Da's Custom Sheet Metal, Stadard Ridge Achor. Costructio Elemet Details: Roof Tile: Name: Descriptio: Dimesios: Height to Width Ratio: Coditio: Ridge Achor: Name: Descriptio: Cocrete Forever, Moier Capri Trim Ridge Tile Hip ad Ridge Cocrete Tile 18. iches log, 9 iches wide, 3 iches high..3:1 Ridge Stadard Ridge Achor 26 gauge mill fiish Galvalume, 6 iches high DCSM-ooa-Q2-1 PRI Accreditatios: IAS-ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies,Ic. 648BadgerDrive Tampa,FL 3361 Tel: Fax: mail@priasphaltcom WebSite:

2 Da's Custom Sheet Metal Hip ad Ridge Assembly Page 2 of 9 Adhesive: Mechaical Maufacturer: Name: Descriptio: Fasteer: Descriptio: Maufacturer: OSI Sealats, Ic. RT-6 Adhesive Roofig Tile Caulk #1 x 2" Course Threaded Screw Atlas Fasteers, Ic. System Costructio ad Applicatio Details: Deck The plywood deck was costructed with stadard 2 X 6 framig members, spaced 24 iches apart ad 15/32 ich thick 4 ply APA 32/16 spa rated sheathig. The sheathig was attached with 8d commo ails placed 6 iches o ceter at the edges ad 12 iches o ceter at itermediate supports. Tile/Ridge Achor Istallatio Details Six tiles were selected ad weighed. Six foot sectios of Da's Custom Sheet Metal 26 gauge Stadard Ridge Achor, 6 iches high, were mouted to the test deck with 1-1/2 x 3/8 ich head screws placed sixtee iches o ceter, two iches from the edge of the fasteig flage. OSI, RT-6 Roof Tile Adhesive was placed i two locatios. The first, a 1 gram paddy was placed o the metal ridge as to allow the mechaical fasteer to peetrate durig tile istallatio. A secod 1 gram, Y4x 8 ich strip of the adhesive was placed at the head of the tile ad extedig across the etire lap area of the tile. I additio to the adhesive, the tile was mouted to the ridge metal with a #1 x 2" course threaded screw which was placed i the factory drilled hole at the head of tile. The mechaical tile fasteer was drive through the RT-6 ad peetrated the ridge achor. Coditioig The deck was tested four days after applicatio. DCSM-8-O2-1 PRI Accreditatios: IAS-ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o re5p9sibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies,Ic. 648BadgerDrive Tampa,FL3361 Tel; Fax: mail@priasphalt.com WebSite: L

3 Da's Custom Sheet Metal Hip ad Ridge Assembly Page 3 of9 Testig: The deck was moved ito positio uder the loadig frame of the test apparatus at :12 ich slope. The crosshead speed of the testig machie was set to 1. ich per miute. Each test tile was loaded cotiuously. Durig the test the applied load was moitored i order to determie the maximum load obtaiable to cause ultimate failure of the tile or tile attachmet. Ultimate failure was recorded as the maximum load resisted by the system. Ultimate loads were achieved before the ose of the tile was deflected 2 iches. The test temperature was 8 degrees Fahreheit. DCSM-8-Q2-1 PRI Accreditatios: IAS.ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies,Ic. 648 BadgerDrive Tampa,FL3361 Tel: Fax: mail@priasphaltcom WebSite: L

4 Da's Custom Sheet Metal SBCC Static Uplift Test Report for Hip ad Ridge Assembly Page 4 of 9 Calculatios ad Results Sectio 27.1: The allowable overturig momet shall be the lower overturig momet calculated i Sectio 27.2 ad Sectio 27.2: The fasteig system's cotributio to the allowable overturig momet fat the tile shall be the result of the average failure overturig momet determied by the criteria for that specific istallatio system mius the resistig momet provided by the dead weight of the tile divided by 2. The allowable overturig momet for the tile is the sum of the fasteig system's cotributio plus the resistig momet provided by the dead weight of the tile. Sectio 27.3: The fasteig system's cotributio to the allowable overturig momet for the tile shall be the result of the lowest failure overturig momet determied by the criteria for that specific istallatio system mius the resistig momet provided by the dead weight of the tile. The allowable overturig momet for the tile is the sum of the fasteig system's cotributio plus the resistig momet provided by the dead weight of the tile. Sectio 46: FAILURE CRITERIA: Failure of the tile's fixig shall be cosidered as the load required to cause deflectio without a icrease i the load or separatio of the system. A adhesive system shall use the failure criteria of this sectio ad Sectio 46. I order to determie the allowable overturig momet (Ma), the average failure overturig momet (Mf) ad the resistig momet (Mg) must be summed about a sigle poit, the axis of rotatio of the tile. This axis was assumed ad observed to be about the head of the tile where it was i cotact with the deck. The results were determied i accordace with the mathematical istructios foud i SBCCI SSTD Sectio 27. The data collected durig the test alog with the calculatios have bee compiled ito a summary sheet, i the Appedix. A photograph of the test assembly ca be foud i the Appedix. It should be oted that SBCCI SSTD does ot specifically address co-joied tile, ie. tiles attached to the ridge as well as to the uderlyig tile course. Based o the egieerig cosideratio preseted by this situatio, the resultat allowable overturig momet (average ad low) is divided by two, oce as required by the stadard ad the a secod time to compesate for the two tiles which are co-joied. The iterpretatio for co-joied tile was validated by Gary Nichols of SBCCI. This method of aalysis for cojoied tile systems is also used by Metro-Dade, Florida. DCSM PRI Accreditatios: IAS-ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRI Asphall Techologies,Ic. 648BadgerDrive Tampa,FL3361 Tel: Fax: mail@priasphalt.com WebSite:

5 Da's Custom Sheet Metal SBCC Static Uplift Test Report for Hip ad Ridge Assembly Page 5f9 RESULTS SUMMARY For Moier Capri Trim Cocrete Ridge Tile Fasteed with Oe, #1 x 2" screw & OSI, RT-6Roof Tile Adhesive To Da's Custom Sheet Metal, Ridge Metal Profile Number of Test Tiles Measured 3 Average Agle,, degrees.95 Average Weight, W, IbF 11.7 Average Uplift Force, F, IbF ; Allowable overturig momet, Ma , Ma(Avg) = (Mf (Avg) - Mg)/ , Ma(low) = (Mf (low) + Mg)/2 216 Siged: Date: Doald C. Po olio Vice Presidet FLffR!o {tl Siged:fJJJ1 Charles L. Thomas Florida Registered Professioal Egieer P. E. No.: Date: 8,11/.' DCSM PRI Accreditatios: IAS-ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies,Ic. 648 BadgerDrive Tampa,Fl3361 Tel: Fax: mail@priasphalt.com WebSile:

6 Da's Custom Sheet Metal Hip ad Ridge Assembly Page 6 of 9 APPENDIX Cotets 1. Data Sheet, Reductio, Aalysis, ad Results 2. Sketch of Roofig System 3. Photograph of Test Assembly 4. Descriptio of Testig Apparatus Used for Testig DCSM PRI Accreditatios: IAS-ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approvat of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies, Ic. 648BadgerDrive Tampa,FL3361 Tel m Fax: mail@priasphall.com WebSite:wwwpriasphalt.com

7 1 Da's Custom Sheet Metal Hip ad Ridge Assembly Page 7 of9 Date Sheet Page 1, Aalysis, Results SBCCI SSTD Determiig Wid Resistace of Cocrete or Clay Roof Tiles Sectio 4: Adhesive Set Systems PRI Project: DCSM-8-2-O1 Cliet: Da's Custom Sheet Metal Applicatio ad Tile Descriptio (52.5) Roof Tile: Moier Cocrete Roofia Tile Imprit: Moier Dimesios:.1!l.QQ I.log I.wide Load trasfer device: 2 ich 1-24 bolt with a feder washer Mechaical Fasteer: #1 x 2" course threaded tile fasteer Adhesive: OSI. RT-6 Adhesive details: Roof tile adhesive-caulk 3. I. high located at 5% from head Applicatio Date: July 14, 26 Uplift Date: July 17, 26 Head lap: Side lap: OSI, RT-6 Roof Tile Adhesive was placed i two locatios. The first, a 1 gram paddy was place, o the metal ridge as to allowthe mechaical fasteer to peetrate durig tile istallatio. A seco 1 gram, % x 8 ich strip of the adhesive was placed at the head of the tile ad extedig across th Attachmet: etire lap area of the tile. I additio to the adhesive, the tile was mouted to the ridge metal with ' #1 x 2" course threaded screw which was placed i the factory drilled hole at the head of tile. Th mechaical tile fasteer was drive through the RT-6 ad peetrated the ridge achor. 2- Q.Q : Tile Istalled by: RadalMarshallof Da'sCustomSheetMetal (52.4) Testig: loadia rate of 1"I miute Coditio: Test Temperature: Failure Mode 177 F F(},:::: I 3.5 F(},::::J 5393 I 77. Tile 1 thru 3 maximum load l Q Tile 1 thru 3 miimum load % Load variatio 15 ailure Modes Per sacci SSTD Sectio "Failure Criteria" are as follows: (1)-TiIeseparatesfromadhesive(2)-Adhesiveseparates(3)-Adhesiveseparatesfromuderlaymet(4) -Uderlaymet fails DATA REDUCTION Number of tiles tested: Distace h1 to h2: iches Average of the test tiles: Agle Q.g! (deg) Weight of tile due to gravity: 2. Ibfat: 9. iches Averaae Slope: Wt Wt Ul>liftForce i Lbs. Q; l.z grams Ibs. DCSM-8-O2-1 PRI Accreditatios: IAS-ES Tl-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies,Ic 648BadgerDrive Tampa.FL 3361 Tel: Fax: e-mahmail@priasphalt.com WebSite: L

8 Da's Custom Sheet Metal Hip ad Ridge Assembly Page 8 of9 Date Sheet Page 2, Aalysis, Results Cliet: Da's Custom Sheet Metal SBCCI SSTD SSTD Sectio 27: Allowable Overturig Momet DCSM : The allowable overturig momet shah be the lower overturig momet calculated i Sectio 27.2 ad : The fasteig system's cotributio to the allowable overturig momet for the tile shall be the result of the averagei fbi/ureoverturig momet determied by the criteriafor that specific istallbtiosystem mius the resistig momet provided by! the deed weight of the tile divided by 2. The auowableoverturig momet for thetile is the sum of the fasteig system's. 27.3: The fbsteig system's cotributio to the allowable overtumig momet for the tile shall be the result of the lowest fbilure overtumig momet determied by the criteria for that specific istallatio system mius the resistig momet provided by the deed weight of the tile. IM auowable overtumiq!i1j1i1!d1for the tile shall be the result of the fbilure overtumia f11q!!1jm1 determied by the criteria for that specific istallatio system /2lJ!.the resistia momet provided by the deed weight of the tile. Aalysis The average failure overturig momet, Mf, ad the resistig momet of the tile, Mg, must be summed about the same poit: the axis of rotatio willbeused.. The axis of rotatio was observed to be: about the head of the tile IOVllestfailure overturig momet, F(low) x Lf Average Uplift ForceF = Momet arm of ceter of gravity Lg =.75 Weight of tile due to gravity =W 11& Resistig momet, (V'Jx Lg) Mg 8.76 Momet arm of applied load Lf = 1.14 LOVllestultimate failure Uplift Force F (low) 75. Average failure overturig momet, F(Avg) x Lf Mf (Avg.) = 874. lowest failure overturig momet, F(Iow) x Lf =Mf (low)= 855. The allowable overturig momet (Ma) ca be defied as: Sectio27.1;Allowableoverturigmomet, Ma = Sectio 27.2, Ma (Avg) = (Mf (Avg) - Mg) /4 tile (cojoied) = Sectio 27.3, Ma (low) = Mf (low) + Mg tile (cojoied) = Ibs. ft Ibf ft. (bf ft Ibf ft.lbf ft.ibf ft.ibf ft. (bf ft.lbf DCSM-8-O2-1 PRI Accreditatios: IAS-ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies,Ic. 648BadgerDrive Tampa,FL3361 Tel: m Fax: mail@priasphalt.com WebSite:

9 Da's Custom Sheet Metal SBCC Static Uplift Test Report for Hip ad Ridge Assembly Page 9f9 Fasteed To Ridge Achor with: 1.) OS " RT-6 RoofigAdhesive 2.) #1 x 2" Course Threaded Screws Sketch of Da's Custom Sheet Metal Ridge Achor Assembly pproved Fasteers 16" O.C. Da's Custom Sheet Metal Ridge Achor DCSM PRI Accreditatios: IAS-ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies,Ic. 648BadgerDrive Tampa,FL3361 Tel: m Fax: mail@priasphaltcom WebSite:

10 Da's Custom Sheet Metal SBCC Static Uplift Test Report for Hip ad Ridge Assembly Page 1 of 9 Photograph of Test Setup -. I... bi --..-,',X""..h,. '1 '" ',",., " DCSM PRI Accreditatios: IAS-ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies,Ic 648BadgerDrive Tampa,FL3361 Tel: Fax: mail@priasphalt.com WebSite: l

11 Da's Custom Sheet Metal Hip ad Ridge Assembly Page 11 of9 Static Uplift Test Apparatus The test apparatus cosists of a rigid steel frame, Istro screw jack mechaism to drive the tester, ad a calibrated DyaLyk 5 poud load cell capable of.1 percet full-scale resolutio. The load cell was attached to the rigid steel frame ad to the sample with a chai likage usig eyebolts, chai ad heavy-duty pulleys. The test specime was attached to the load cell usig a slotted liftig grip positioed uder the head of the load trasfer device. The deck was positioed uder the rigid steel frame at a slope of iches per foot. The load was applied at 1 ich per miute vertically with respect to the floor. DCSM PRI Accreditatios: IAS-ES TL-189; State of Florida; Metro-Dade ; CRRC The test results, opiios, or iterpretatios are based o the material supplied by the cliet. This report is for the exclusive use of stated cliet. No reproductio or facsimile i ay form ca be made without the cliet's permissio. This report shall ot be reproduced except i full without the writte approval of this laboratory. PRI Asphalt Techologies, Ic. assumes o resposibility or makes a performace or warraty statemet for this material or products ad processes cotaiig this material i coectio PRIAsphaltTechologies, Ic. 648BadgerDrive Tampa,FL3361 Tel: Sm Fax: mail@priasphaltcor WebSite: L