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ASPHALTTECHNOLOGIES

PERFORMANCE TEST REPORT

saccI SSTD11-99Determining Wind Resistance of Clay or Concrete Roof Tiles

July 27, 2006

Report for: Dan's Custom Sheet Metal5700 Washington StreetNaples, FL 34109

Application Date: July 12, 2006Test Date: July 17, 2006PRI Job No: DCSM-008-02-01

Project: Evaluation of Concrete Forever, Monier Capri Trim Concrete Ridge Tileadhered to Dan's Custom Sheet Metal, 26 gauge, 6 inch high, StandardRidge Anchor. The tile was mechanically fastened to the ridge with a #10,2" course threaded screw & OSI, RT-600 in accordance SBCCI SSTD 11-99 Section 400, saccI Test Standard for Determining Wind Resistance ofConcrete or Clay Roof Tiles. It should be noted that the calculations foundin Section 200 and the test procedure found in Section 400 of thisstandard is identical to SBCCI SSTD 11-97.

Introduction:

This report documents the results of testing to determine the allowable overturningmoment of tile fastened to Dan's Custom Sheet Metal, Standard Ridge Anchor.

Construction Element Details:

Roof Tile:

Name:Description:Dimensions:Height to Width Ratio:Condition:

Concrete Forever, Monier Capri Trim Ridge TileHip and Ridge Concrete Tile18.0 inches long, 9 inches wide, 3 inches high.0.3:1Ridge

Ridge Anchor:

Name:Description:

Standard Ridge Anchor26 gauge mill finish Galvalume, 6 inches high

DCSM-ooa-Q2-01 PRI Accreditations: IAS-ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

PRIAsphaltTechnologies,Inc. 6408BadgerDrive Tampa,FL33610 Tel:813-621-5777 Fax:813-621-5840 e-mailmail@priasphaltcom WebSite:www.priasphaltcom

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Dan's Custom Sheet Metal

SBCCI11-99 Static Uplift Test Report forHip and Ridge AssemblyPage 2 of 9

Adhesive:

Manufacturer:Name:Description:

OSI Sealants, Inc.RT-600 AdhesiveRoofing Tile Caulk

Mechanical Fastener:

Description:Manufacturer:

#10 x 2" Course Threaded ScrewAtlas Fasteners, Inc.

System Construction and Application Details:

Deck

The plywood deck was constructed with standard 2 X 6 framing members,spaced 24 inches apart and 15/32 inch thick 4 ply APA 32/16 span ratedsheathing. The sheathing was attached with 8d common nails placed 6 incheson center at the edges and 12 inches on center at intermediate supports.

Tile/Ridge Anchor Installation Details

Six tiles were selected and weighed. Six foot sections of Dan's Custom SheetMetal 26 gauge Standard Ridge Anchor, 6 inches high, were mounted to the testdeck with 1-1/2 x 3/8 inch head screws placed sixteen inches on center, twoinches from the edge of the fastening flange. OSI, RT-600 Roof Tile Adhesivewas placed in two locations. The first, a 10 gram paddy was placed on the metalridge as to allow the mechanical fastener to penetrate during tile installation. Asecond 10 gram, Y4x 8 inch strip of the adhesive was placed at the head of thetile and extending across the entire lap area of the tile. In addition to theadhesive, the tile was mounted to the ridge metal with a #10 x 2" coursethreaded screw which was placed in the factory drilled hole at the head of tile.The mechanical tile fastener was driven through the RT-600 and penetrated theridge anchor.

Conditioning

The deck was tested four days after application.

DCSM-008-O2-01 PRI Accreditations: IAS-ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no re5p9nsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

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PRIAsphaltTechnologies,Inc. 6408BadgerDrive Tampa,FL33610 Tel; 813-621-5777 Fax:813-621-5840 e-mailmail@priasphalt.com WebSite:www.priasphalt.com

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Dan's Custom Sheet Metal

SBCCI11-99 Static Uplift Test Report forHip and Ridge AssemblyPage 3 of9

Testing:

nThe deck was moved into position under the loading frame of the test apparatus at 0:12inch slope. The crosshead speed of the testing machine was set to 1.0 inch per minute.Each test tile was loaded continuously. During the test the applied load was monitoredin order to determine the maximum load obtainable to cause ultimate failure of the tile ortile attachment. Ultimate failure was recorded as the maximum load resisted by thesystem. Ultimate loads were achieved before the nose of the tile was deflected 2inches. The test temperature was 80 degrees Fahrenheit.

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DCSM-008-Q2-01 PRI Accreditations: IAS.ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

PRIAsphaltTechnologies,Inc. 6408 BadgerDrive Tampa,FL33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mailmail@priasphaltcom WebSite:www.priasphaltcom

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Dan's Custom Sheet Metal

SBCC111-99 Static Uplift Test Report forHip and Ridge AssemblyPage 4 of 9

Calculations and Results

Section 207.1: The allowable overturning moment shall be the lower overturningmoment calculated in Section 207.2 and 207.3.

Section 207.2: The fastening system's contribution to the allowable overturningmoment fat the tile shall be the result of the average failure overturning momentdetermined by the criteria for that specific installation system minus the resistingmoment provided by the dead weight of the tile divided by 2. The allowableoverturning moment for the tile is the sum of the fastening system's contributionplus the resisting moment provided by the dead weight of the tile.

Section 207.3: The fastening system's contribution to the allowable overturningmoment for the tile shall be the result of the lowest failure overturning momentdetermined by the criteria for that specific installation system minus the resistingmoment provided by the dead weight of the tile. The allowable overturningmoment for the tile is the sum of the fastening system's contribution plus theresisting moment provided by the dead weight of the tile.

Section 406: FAILURE CRITERIA: Failure of the tile's fixing shall be consideredas the load required to cause deflection without an increase in the load orseparation of the system. An adhesive system shall use the failure criteria of thissection and Section 406.

In order to determine the allowable overturning moment (Ma), the average failureoverturning moment (Mf) and the resisting moment (Mg)must be summed about a singlepoint, the axis of rotation of the tile. This axis was assumed and observed to be aboutthe head of the tile where it was in contact with the deck.

The results were determined in accordance with the mathematical instructions found inSBCCI SSTD 11-99 Section 207. The data collected during the test along with thecalculations have been compiled into a summary sheet, in the Appendix. A photographof the test assembly can be found in the Appendix.

It should be noted that SBCCI SSTD 11-97 does not specifically address con-joined tile,ie. tiles attached to the ridge as well as to the underlying tile course. Based on theengineering consideration presented by this situation, the resultant allowableoverturning moment (average and low) is divided by two, once as required by thestandard and then a second time to compensate for the two tiles which are con-joined.The interpretation for con-joined tile was validated by Gary Nichols of SBCCI. Thismethod of analysis for conjoined tile systems is also used by Metro-Dade, Florida.

DCSM-008-02-01 PRI Accreditations: IAS-ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

PRI Asphall Technologies,Inc. 6408BadgerDrive Tampa,FL33610 Tel: 813-621-5777 Fax:813-621-5840 e-mailmail@priasphalt.com WebSite:www.priasphalt.com

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Dan's Custom Sheet Metal

SBCC111-99 Static Uplift Test Report forHip and Ridge AssemblyPage 50f9

RESULTS SUMMARY

ForMonier Capri Trim Concrete Ridge Tile

Fastened withOne, #10 x 2" screw & OSI, RT-600Roof Tile Adhesive

ToDan's Custom Sheet Metal, Ridge Metal Profile

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Signed:Donald C. Po olioVice President

Date: FLffR!o {tl

Signed:fJJJ1~Charles L. Thomas

Florida Registered Professional EngineerP. E. No.: 29439

8,110/~~.'~Date:

DCSM-008-02-01 PRI Accreditations: IAS-ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

PRIAsphaltTechnologies,Inc. 6408 BadgerDrive Tampa,Fl33610 Tel:813-621-5777 Fax:813-621-5840 e-mailmail@priasphalt.com WebSile:www.priasphalt.com

Number of Test Tiles Measured 3

Average Angle, 0, degrees 0.95

Average Weight, W, IbF 11.7

Average Uplift Force, F, IbF 767

207.1; Allowable overturning moment, Ma 216

207.2, Ma(Avg) = (Mf (Avg) -Mg)/2 225

207.3, Ma(low) = (Mf (low) + Mg)/2 216

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Dan's Custom Sheet Metal

SBCCI11-99 Static Uplift Test Report forHip and Ridge AssemblyPage 6 of 9

nAPPENDIX

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nContents

n 1. Data Sheet, Reduction, Analysis, and Results

n 2. Sketch of Roofing System

n3. Photograph of Test Assembly

4. Description of Testing Apparatus Used for Testing

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DCSM-008-02-01 PRI Accreditations: IAS-ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approvat of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

PRIAsphaltTechnologies,Inc.6408BadgerDrive Tampa,FL33610 Tel 813-621-5m Fax:813-621-5840e-mailmail@priasphall.com WebSite:wwwpriasphalt.com

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Dan's Custom Sheet Metal

SBCCI11-99 Static Uplift Test Report forHip and Ridge AssemblyPage 7 of9

Date Sheet Page 1, Analysis, Results

n SBCCI SSTD 11-99Determining Wind Resistance of Concrete or Clay Roof Tiles

Section 400: Adhesive Set SystemsPRI Project: DCSM-008-02-O1

Client: Dan's Custom Sheet MetalApplication Date: July 14, 2006

1

:Uplift Date: July 17, 2006

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nApplication and Tile Description

n

(502.5) Roof Tile: Monier Concrete Roofina Tile

Dimensions: .1!l.QQ In.long ~ In.wideLoad transfer device: 2 inch 10-24 bolt with a fender washer

Mechanical Fastener: #10 x 2" course threaded tile fastener

Adhesive: OSI. RT-600

Adhesive details: Roof tile adhesive-caulk

OSI, RT-600 Roof Tile Adhesive was placed in two locations. The first,a 10 gram paddy was place,on the metal ridge as to allowthe mechanical fastener to penetrate during tile installation. A secon10 gram, % x 8 inch strip of the adhesive was placed at the head of the tile and extending across th

Attachment: entire lap area of the tile. In addition to the adhesive, the tile was mounted to the ridge metal with '#10 x 2" course threaded screw which was placed in the factory drilled hole at the head of tile. Thmechanical tile fastener was driven through the RT-600 and penetrated the ridge anchor.

Imprint: Monier

3.00 In. highlocated at 50% from head

Head lap:

Side lap:

2-Q.Q

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nTile Installed by: RandalMarshallof Dan'sCustomSheetMetal(502.4) Testing: loadina rate of 1"I minute

Condition: ~

nTest Temperature: 177 F

Failure Mode

n2 3.80 3.50 F(},~:::: 5208 780.0

n

I 3.50 F(},~::::J 5393 I 770.0

Tile 1 thru 3 maximum load l§Q

Tile 1 thru 3 minimum load ~% Load variation 15

ailure Modes Per saccI SSTD 11-99 Section 700.1.5 "Failure Criteria" are as follows:(1)-TiIeseparatesfromadhesive(2)-Adhesiveseparates(3)-Adhesiveseparatesfromunderlayment(4) -Underlaymentfails

DATA REDUCTION

Number of tiles tested: ~Distance h1 to h2: ~

Average of the test tiles: Angle Q.g! (deg)Weight of tile due to gravity: 2.§ Ibfat: 9.00

inches Slope:Wt

inches Wt

Averaae Ul>liftForce in Lbs.

Q;12529811.68

l§§.Z

gramsIbs.

3 3.80

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DCSM-008-O2-01 PRI Accreditations: IAS-ES Tl-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

PRIAsphaltTechnologies,Inc 6408BadgerDrive Tampa.FL 33610 Tel: 813-621-5777 Fax:813-621-5840 e-maHmail@priasphalt.com WebSite:www.priasphalt.com

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Dan's Custom Sheet Metal

SBCCI11-99 Static Uplift Test Report forHip and Ridge AssemblyPage 8 of9

Date Sheet Page 2, Analysis, Results

nSBCCI SSTD 11-99

n Client: Dan's Custom Sheet Metal DCSM-008-02-01

n SSTD 11-99 Section 207: Allowable Overturning Moment

n207.1: The allowable overturning moment shaH be the lower overturning moment calculated in Section 207.2 and 207.3.

n

207.2: The fastening system's contribution to the allowable overturning moment for the tile shall be the result of the averageifBi/ureoverturning moment determined by the criteria for that specific installBtionsystem minus the resisting moment provided by!the deed weight of the tile divided by 2. The aUowableoverturning moment for thetile is the sum of the fastening system's .

n

207.3: The fBstening system's contribution to the allowable overtuming moment for the tile shall be the result of the lowest fBilure

overtuming moment determined by the criteria for that specific installation system minus the resisting moment provided by thedeed weight of the tile. IM aUowable overtuminq !I1J1I1n!D1for the tile shall be the result of the fBilure overtumina f11Q!!1Jm1determined by the criteria for that specific installation system /2lJ!§.the resistina moment provided by the deed weight of the tile.

nAnalysis

n

The average failure overturning moment, Mf, and the resisting moment of the tile, Mg, must be summed about the same point: theaxis of rotation willbeused. .

The axis of rotation was observed to be: about the head of the tile

IOVllestfailure overturning moment, F(low) x Lf

n Average Uplift ForceF = 766.7Moment arm of center of gravity Lg = 0.75

Weight of tile due to gravity =W 11&§

Resisting moment, (V'Jx Lg) Mg = 8.76Moment arm of applied load Lf = 1.14

LOVllestultimate failure Uplift Force F (low) 750.0Average failure overturning moment, F(Avg) x Lf Mf (Avg.) = 874.0

lowest failure overturning moment, F(Iow) x Lf =Mf (low)= 855.0

Ibs.ftIbfft . (bfftIbfft.lbfft .Ibf

n

n The allowable overturning moment (Ma) can be defined as:

nSection207.1;Allowableoverturningmoment, Ma = 215.9

Section 207.2, Ma (Avg) = (Mf (Avg) - Mg) /4 tile (conjoined) = 225.1Section 207.3, Ma (low) = Mf (low) + Mg tile (conjoined) = ~

ft .Ibfft . (bfft.lbf

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~DCSM-008-O2-01 PRI Accreditations: IAS-ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

PRIAsphaltTechnologies,Inc. 6408BadgerDrive Tampa,FL33610 Tel: 813-621-5m Fax:813-621-5840 e-mailmail@priasphalt.com WebSite:www.priasphatt.com

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n Dan's Custom Sheet Metal

SBCC111-99 Static Uplift Test Report forHip and Ridge AssemblyPage 90f9n

n Sketch of Dan's Custom Sheet MetalRidge Anchor Assembly

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nFastened To Ridge Anchor with:1.) OS " RT-600 RoofingAdhesive2.) #10 x 2" Course Threaded Screws

pproved Fasteners16" O.C.

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n Dan's Custom Sheet MetalRidge Anchor

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DCSM-008-02-01 PRI Accreditations: IAS-ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

PRIAsphaltTechnologies,Inc. 6408BadgerDrive Tampa,FL33610 Tel: 813-621-5m Fax:813-621-5840 e-mailmail@priasphaltcom WebSite:www.priasphaltcom

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Dan's Custom Sheet Metal

SBCC111-99 Static Uplift Test Report forHip and Ridge AssemblyPage 10 of 9

nPhotograph of Test Setup

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-~I.. . bi ,',X"" ..h,-~- ~ .~.. - ~.'1

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~DCSM-008-02-01 PRI Accreditations: IAS-ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

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nPRIAsphaltTechnologies,Inc~ 6408BadgerDrive Tampa,FL33610 Tel: 813-621-5777 Fax:813-621-5840 e-mailmail@priasphalt.com WebSite:www.priasphalt.com

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Dan's Custom Sheet Metal

SBCCI11-99 Static Uplift Test Report forHip and Ridge AssemblyPage 11 of9

Static Uplift Test Apparatus

The test apparatus consists of a rigid steel frame, Instron screw jack mechanism todrive the tester, and a calibrated DynaLynk 500 pound load cell capable of 0.1 percentfull-scale resolution. The load cell was attached to the rigid steel frame and to thesample with a chain linkage using eyebolts, chain and heavy-duty pulleys. The testspecimen was attached to the load cell using a slotted lifting grip positioned under thehead of the load transfer device. The deck was positioned under the rigid steel frame ata slope of 0 inches per foot. The load was applied at 1 inch per minute vertically withrespect to the floor.

DCSM-008-02-01 PRI Accreditations: IAS-ES TL-189; State of Florida; Metro-Dade 03-0515.04; CRRC

The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use ofstated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not bereproduced except in full without the written approval of this laboratory. PRI Asphalt Technologies, Inc. assumes no responsibilitynor makes a performance or warranty statement for this material or products and processes containing this material in connectionwith this report.

PRIAsphaltTechnologies,Inc.6408BadgerDrive Tampa,FL33610 Tel: 813-621-Sm Fax:813-621-5840 e-mail mail@priasphaltcorn WebSite:www.priasphaltcorn

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