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PRODUCT APPROVAL
FloridaBudding Code OnlinePage t of 2 LE 2. isat 1� +#�i•�) i31i48►sT •'"�o§v,��tii�S .&NdW �a.ss�'..`asiJ�'� acts Nome Log In User Registration Not Toplas Submit Swcharge Stets S Facts Publmapnns FBC Staff acis 9M Map U,k, search Business/tt Prof essi naI USER: Product ublicAPProval SCANNED ,regulation BY P101"t f„ rtnYAt1'11'JlR > L:nd ! o, nr phronnn <ror h > n n 11ing I- ,> Application Detail St. Lucie County .€; FL d FL9777-R4 Application Type , Revision I NOW q Code Version 2014 �aNC�l,�ij ��IAMI OR ArrACHMS9 Application Status Approvetl Apt/pt//R��1}RUyjPO�AA IBILL�ITYyO{{p�FTTHE Comments �'ayfllRf4NIk7AGfQ1Q>oliLU9 Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler g reg. keeler@owenscorning.com THESE Pl: IS .01) ALL PROPOSED WOW Technical Representative Address/Phone/Email ARE SUBJECT TO ANY CORRGCEONS REQUIRED BY PIGLD INSPECTORS THAT Quality Assurance Representative MY BE NECESSARY IN QADER TO Address/Phone/Email Category (/r——�--t--C0I!SP Y WITH ALL APPL10 43LE COD E.S. `� Roofing Subcategory Underlaymen[s I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence EL2777 R4 COI OCR14002 1 FBC 2014 Evakiation R t t 2,QIQ FBC Weathertock odf Referenced Standard and Year (of Standard) standard Year ASTM D 1970 2009 Equivalence of Product Standards Certified By Sections from the Code https:NOoddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtgkcMGblcW71 / 2fZr79dugvKmDj6kDH(6tY / 3d July 9. 2015 Emma CREEK TECHNICAL SERVICES, LLC OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock@ Self -Sealing Ice & Water Barriers nominal dimensions of 3-ff x 71.3-ft. WeatherLock® WeatherLock® Specialty Tile & Metal is permitted to be used with mechanically fastened Specialty Tile & Metal asphalt shingles, clay or concrete tile, metal roof panels or shingles, wood shakes or (continued) shingles, and slate roofing as prescribed in the FBC. WeatherLock® Specialty Tile & Metal is permitted to be used with adhered clay or concrete tile roofing using either 30, 2-Component Foam Roof Tile Adhesive AH-160 (3M Company) or TILE BOND"M Roof Tile Adhesive (The Dow Chemical Company) up to a maximum design pressure of -45 psf and in accordance with the system approval. Exposure on the roof deck shall be limited to a maximum 90 days. ` The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. PRODUCT APPLICATION Min. Roof Slope: 2:12 or in accordance in with FBC ' Application: Deck substrates shall be clean, dry, and free from any irregularities and debris. All >- fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. Prior to beginning installation, the underlayment shall be unrolled and + allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed direct -to -plywood decking with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the. eave, and with minimum 3" side laps and minimum 6" staggered end laps. End laps for• WeatherLock© Specially Tile & Metal shall be primed with ASTM D 41 primer or sealed - with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to nail the underlayment 18-inches on -center as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). WeatherLock(D Specialty Tile & Metal shall be back nailed when. installed on roof slopes greater than 3:12, For valley applications, the roll shall be applied centered along the valley prior to installing the underlayment at the eave. For eave protection, the underlayment should extend to a point 24-inches inside the exterior wall. The underlayment shall be installed over metal drip edge at the eave, and under the drip edge at the rake or valley pan when used as a valley liner. Alternately, it is permissible to install the underlayment under the drip edge in accordance Section 1507.2.9.3. Min. Application 40"F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. [ F GENERAL LIMITATIONS If—©F E 1) 2) 3) 4) 5) 6) 7) 8) tJ to W"A 1+ I 1_� � u This evaluation report is not use in the HVHZ. Fire Classification is not within the scope of this evaluation. Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. The space under the deck area shall be properly ventilated in accordance with the FBC requirements. All side lap seams shall be installed to shed water from the deck. The underlayment may be used as described in other current FBC product approval documents. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. FL9777-R4 2 of This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC COMPLIANCE STATEMENT OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock® Self -Sealing Ice & Water Barriers The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. E No 74.21 �: STATE OF :4UW CERTIFICATION OF INDEPENDENCE 2015.02.2 3 14:45:39 -05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. i �yyrgg paw END OF REPORT OCR14002.1 FL9777-R4 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. ,se WeatherLock' Specialty _Tile .&-Metal - Waterproofing Barrier OWENS =ORNIN� Installation Instructions Barrera impermeabilizante paratechos de texas ` y metal WeatherLock" i i For sloped residential buildings with wood decks WeatherLock® underlayment installed between the roof deck and metal or rile roofing helps to lock out damage from wind -driven rain and ice damming. This exclusive Owens Corning'" Roofing composition is engineered for use under metal or tile. Caution s Read and understand all instructions and precautions before applying WeatherLock underlayment. For tile roof application The standard maximum pitch for WeatherLock underlayment shall be 6:12 when tiles are loaded directly to the " WeatherLock underlayment: loading boards are required on roof pitches greater than 6:12. On slopes 2:12 to 6:12, battens are not required, although tiles should not be stacked higher than 10 tiles per stack. Tiles shall be stored on battens on roof pitches greater than 6:12. Deck Preparation I. Owens Corning- WeatherLock underlayment should be applied on roofs having slopes of 2" rise minimum in 12" run or greater. It can be applied on new construction or when re -roofing, provided existing roofing has been removed. Remove all old roofing down to the deck or, in new construction, apply over the new deck. Sweep the deck surface to remove dirt and debris. The deck must be clean, smooth and dry before applying WeatherLock underlayment Replace any damaged or rotted deck boards. Eave Preparation 2. Along eaves, install metal drip edge under the WeatherLock underlayment Along rakes, apply WeatherLock underlayment first, and put drip edge on top. Note: When installing WeatherLock product over the entire roof deck, proper ventilation is required. Consult a design professional for proper ventilation requirements. Para construcciones residenciales de techos con pendientes y estructuras base de madera La membrane impermeabilizante WeatherLock® instalada entre la estructura base del techo y el [echo de metal o tejas ayuda a eviar el dano provocado por el hielo y la Iluv!a impulsada por el viento. Fsta composic!6n exclusiva de Owens Coming'" ester disenada para utilizarse con meal o teias de ceramica. Precauci6n Lea y comprenda todas las instrucciones y precauciones antes de aplicar !a membrana impermeabilizante WeatherLock Para la aplicaci6n en techos de tejas La pendiente maxima estandar para la colocaci6n de la membrana impermeabilizante WeatherLock debe ser de 6:12, cuando las tejas se coloquen directamente sobre el impermeabilizante WeatherLock; en el caso de pendientes mayores que 6:12 debera utilizar listones de carga. No tends que udlizar listones en las pendientes de 2:12 a 6:12. Sin embargo, no deberi apilar mis de 10 tejas por p!Ia. Cuando la pendiente del techo sea mayor que 6:12, las teias se tencidn que almacenar sobre listones. Preparaci6n de la estructura base del techo 1. La membrana impermeabilizante VVeotherLock de Owens Corning" debe aplicarse en techos con pendientes de por to menos 2 pulg. de elevaci6n por cads 12 pulg. de Iongitud, o mas. Puede aplicarse en techos nuevos o en la reconstrucci6n de techos antiguos, siempre y cuando el techo existence se haya eliminado. Retire todo el material que forme pane del techo antiguo hasta que s6lo quede la base de madera; o en una construccon nueva, aplique sobre la base nueva. Barra la estructura base de madera para eliminar residuos y suc!edad. La estructura base del techo debe esar Iimpia, seta y sin rugosidad antes de aplicar la membrana impermeabilizante WeatherLock. Sustituya las planchas de madera que est6n danadas o podridas. Preparaci6n de Aleros 2. A Io largo de Ios aleros, instale el borde de goteo de metal debaio de la membrana impermeabilizante WeatherLock. A Io largo de las cornisas del timpano, aplique primero la membrana WeatherLock y coloque el borde de goteo arriba. Nota: M instalar el Vr'eatherLock sobre toda la estructura base del techo, se necesita contar con una ventilaci6n adecuada. Consulte con un profesional para disenar la ventilaci6n adecuada necesaria. P311111 111111,11s i OEM Installation Instalaeion i 3. Unroll WeatherLock underlayment and cut into I to 20' lengths, depending on size of job. Allow it to relax for 3-5 minutes before installing. Reroll each portion. Remove the first two feet of the release backer and press the product into place. Overlap the bottom edge (eave) by %". While supporting the roll with one hand, remove the release backer with the other hand and press or roll into place. WeatherLock underlayment may be secured with nails (IS" on center); back nailing of WeatherLock product on slopes 3:12 or greater will be required. Along a valley, WeatherLock underlayment can be cut lengthwise for easier handling. For maximum protection, the roll width should remain intact and extend 18" on either side of the valley. Peel back the poly backer sheet and press WeatherLock underlayment into place, working from the center of the valley or ridge outward in each direction. Always apply valleys starting at the low point and work upward. If an overlap is needed, be sure to overlap the previous piece by 4 WeatherLock underlayment should be applied in valleys before doing eave applications with membranes. 4. Extra courses should be installed using the same application instructions as described in Section 3. Extra courses may also be installed with nails (18" on center) as needed and depending on the slope of the roof. Use hand pressure or a roller to smooth the lapped area to ensure good adhesion. S. Overlap at least 6" when the ends of two rolls meet To ensure good adhesion at the end lap, apply T-4" width of a solvent -based asphaltic primer that complies with ASTM D41 across the width of the composite using a roller, brush, or asphalt roof cement approximately'/a" thick, 3'-4" across the width of the composite (excessive roof cement can have an adverse reaction to the product). Good penetration of the primer is essential to the waterproofing integrity of the end lap. Apply heavy hand pressure or use a roller along the seam, overlapping the next roll. 6. Cover WeatherLock underlayment with finish roofing material. Do not allow WeatherLock underlayment to remain uncovered. Exposure to sun and weather for more than 90 days will adversely affect this product's performance. 3. Desenrolle la membrana impermeabilizante WeatherLock y c6rtela en segmentos de 10 a 20 pies de longiitud, dependiendo de la longitud necesaria Para el trabajo. Antes de instalarla, d6jela reposar durante unos 3-5 minutos. Vuelva a enrollar cads secci6n. Retire los primeros dos pies del papel andadherente y presione el producto contra la superficie en la cual to colocara. Superponga el borde inferior (alero) A de pulg. Mientras sostiene el rollo con una mano, retire el papal antiadherente con la otra y adhiera el material a la superficie. La membrana impermeabilizante WeatherLock puede sujetarse con clavos (18 pulg. del centro). Para las pendientes de 3:12 o mas se requiere el clavado por detras del WeatherLock En la limahoya, la membrana WeatherLock se puede cortar a to largo Para hater mas ficil su manipulaci6n. Para lograr una maxima protecci6n, el ancho del rollo debe mantenerse intacto y extenderse unas 18 pulg. a cada lado de la limahoya. Despegue la hoja antiadherente y presione la membrana impermeabilizante WeatherLock Para que quede bien colocada, ejerciendo presi6n desde el centro de la limahoya hacia el exterior, en ambas direcciones. AI realizar la colocaci6n en las limahoyas, siempre comience por el punto mas bajo y siga hacia el mas elevado. Si necesita hater una superposici6n, aseg6rese de que esta sea de unas 4 pulg. La membrana WeatherLock debe aplicarse en las limahoyas antes de realizar la instalaci6n de aleros con una membrana. 4. Puede instalar mas material utilizando las mismas instrucciones de aplicaci6n de la Secci6n 3. Se podran instalar con clavos (I8 pulg. desde el centro) segr n sea necesario y dependiendo de la pendiente del techo. Ejerza presi6n con las manos, o con un rodillo, Para alisar la superficie y hater que el material se adhiera bien. S. Al unir los extremos de los rollos, superponga por to menos 6 pulg. Para garantizar una buena adherencia en los empalmes, aplique un imprimador asfaltico a base de solvente en un ancho de 3-4 pulg. (que cumpla con ASTM D41) del composite utilizando un rodillo o cepillo, o un cemento asf5ltico Para [ethos de un espesor de aproximadamente de '/, de pulg., sobre 3-4 pulg. de ancho del composite (la colocaci6n de demasiado cemento Para techos puede provocar una reacci6n adversa en el producto). Para mantener la integridad del poder impermeabilizante del empalme es esencial contrr con una buena penetracon del imprimador. Ejerza mucha presi6n con la mano o utilice un rodillo a to largo de la uni6n superponiendo el rollo siguiente. 6. Cubm la membrana impermeabilizante WeatherLock con material de acabado Para techos. No permita que la membrana impermeabilizante WeatherLock quede al descubierco. La exposici6n al sol y las inclemenclas climaticas por mas de 90 dias pueden afectar de manera negativa el desempeno del producto. F Precautions Precauciones I. WeatherLock underlayment should be installed by a professional roofing contractor. 2. WeatherLock underlayment is designed to be covered by roofing material. Protection from sunlight is required to assure its long-term performance. 3. WeatherLock underlayment is a moisture and vapor barrier. The spaces under the covered deck area and the attic space must be ventilated in accordance with FHA Minimum Property Standards and local building codes. 4. WeatherLock underlayment is intended for exterior application only. S. Apply WeatherLock underlayment directly to the wood deck. Do not apply shingle underlayment beneath WeatherLock underlayment 6. Meal, tiles or shingles should not be installed over wrinkled or buckled WeatherLock underlayment 7. Use extreme caution when installing WeatherLock underlayment. The WeatherLock underlayment surface is slippery even when dry. Use of fall protection is highly recommended. Consult OSHA u for guidelines on fall protection (29 CPR 1926.500). N� 8. For best results, apply WeatherLock underlayment when r i the air temperature is over 40OF (5°C) but below 100°F (38°C). When temperatures are under 40°F (S°C), WeatherLock underlayment will not fully adhere until warmer temperatures. Store at room temperature prior to installing product in cold weather. If applied in temperatures above I OOOF (38°C), the release poly backing may become difficult to remove. If this situation should occur, then move product into a shaded area until the WeatherLock underlayment is cool. Once cooled, the release poly backing can be easily removed. 9. Store WeatherLock underlayment in a dry, well -ventilated area. Stand WeatherLock underlayment upright Do not store at 90°F (32°C) or warmer for extended periods of time. 10. When applying WeatherLock underlayment, always follow local building codes and the roofing manufacturer's instructions for installation of its product 1. La membrana impermeabilizante WeatherLock debe ser instalada por un contratisa profesional especializado en la instalacon de techos. 2. La membrana impermeabilizante WeatherLock estA disefiada Para estar cubierta por material Para techos. Fs necesario proteger el material del sal con el fin de mantener un buen desempefio a largo plazo. 3. La membrana WeatherLock es Una barrera contra el vapor y la humedad. Los espacios debajo del Area de la estructura base del techo cubierta y del Atico deben ventilarse siguiendo los estAndares de propiedad minimos FHA y los c6digos de construcci6n locales. 4. La membrana impermeabilizante WeatherLock s6lo debe usarse en aplicaciones exteriores. 5. Aplique la membrana impermeabilizante WeatherLock direcamente sobre la base del [echo. No coloque Una membrana Para teias debajo de la membrana impermeabilizante WeatherLock. 6. Las tejas de ceramica o meal no deben insalarse sobre un WeatherLock arrugado o abulado. 7. Tenga mucho cuidado al instalar la membrana de impermeabilizaci6n WeatherLock La membrana impermeabilizante WeatherLock es muy resbaladiza aun cuando ester seca. Se recomienda el use de un sistema de protecci6n contra las cafdas. Para obtener IRS Pautas sobre la protecci6n contra IRS cafdas, consulte las reguiaciones OSHA (29 CPR 1926.500). 8. Para lograr mejores resultados, aplique la membrana WeatherLock cuando la temperatura ambience supere los 40°F (S°C) pero sea inferior a los 100°F (38°C). Cuando la temperatura es inferior a los 40°F (5°C), el WeatherLock no podrd adherirse hasta que la temperatura aumente. Si se aplica en temperaturas superiores a los 100T (38°C), es posible que sea dificil redrar el papel antiadherente. Si esto ocurre, traslade el producto a un area con sombra hasta que la membrana impermeabilizante WeatherLock se enfrie. Una vez que se enfria, send facil sacar el papel antadherente. 9. Ammacene la membrana impermeabilizante WeatherLock en un lugar seco y bien ventilado. Guarde la membrana impermeabilizante WeatherLock parada. No la almacene a temperatures superiores a los 90°F (32°C) por periodos de tiempo prolongados. 10. Al instalar la membrana impermeabilizante WeatherLock, siempre cumpla con los c6digos de construcci6n local y siga las instrucciones del fabricante de techos para la instalacon de este producto. For more information on Owens Corning- Roofing products, or any of our wide range of building products and systems, it's easy to reach us: 1 1 R r .. i L iFCE(M�n P .,,r i 1f h1 ,,1y OWENS CORNING ROOFING AND ASPHALT, LLC ONE OWENS CORNING PARKWAY a e TOLEDO, OHIO, USA 43659 1-800-GET-PINK° INNOVATIONS FOR units• www.roofing.owenscorning.com Pub. No.58112-F. Printed in U.S.A. November 2009.THE PINK PANTHER" & 01964-2009 Metro -Goldwyn -Mayer Studios Inc. All Rights Reserved.The color PINKRsa registered trademark of Owens Corning.©2009 Owens Corning. - ' Professional -- Honda Dep3rtlnenta BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Butts & Facts Publications FBC Staff I BCIS Site Map I Unks Search _Busines ��� Profess, I *Product Approval *USER: Public User Regulation � Protluct Avomval Menu > Protluct or Aooilotton Search > Avolication Lis[ > Application Detail SCANNED BY FL n FL17810 St. Lucie County Application Type New Code Version 2014 Application Status Approved a Comments Archived Product Manufacturer Petersen Aluminum Corporation Address/Phone/Email 102 Northpoint Parkway Building 106 Acworth, GA 30102 (800) 272-4482 diandis@petersenmalf.com Authorized Signature Sal Delfino sdelfino@petersenmall.com Technical Representative Sal Delfino Address/Phone/Email 102 Northpoint Parkway Building 106 Acworth, GA 30102 (954) 931-1392 u sdelfino@petersenmail.com Quality Assurance Representative Tom Creigh, VP `{�' �p Ali I Y' Address/Phone/Email Petersen Aluminum, Inc. 7 1005 Tonne Road n Elk Grove, IL 60007 (800) 722-7150 tcreigh@petersenmail.com Category RetalR SI ubcategory Metal Roofing ffim PY Compliance Method E CU Test Report Testing Lab Architectural Testing, Inc. - West Palm Beach, FL Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 06/30/2018 Validated By Locke Bowden k Validation Checklist- Hardcopy Received Certificate of Independence FL17810 RO COI ATI - COI - certificate of indeoendence.odf Referenced Standard and Year (of Standard) Standard TAS-125 U L-580 Equivalence of Product Standards Certified By Year 2003 2006 Product Approval Method Method I Option B Date Submitted 06/18/2015 Date Validated 06/19/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 Summary of Products FL # Model, Number or Name Description 17810.1 Edge -Lac 1.0 (.032" min.) .032" Aluminum over 1/2" min. Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-52.5 Other: The use of a Class "A" fire barrier Is not required outside the HVHZ unless otherwise specified in the building code. Design pressure includes a safety factor=2:0. FL17810 RO II ATI e1977.01-450-18-r1 edge-loc installation drawings.odf Verified By: Architectural Testing, Inc. - West Palm Beach, FL Test Reports FL17810 RO TR ATI e1977 01-450-18-r1 edge-loc aluminum test renortodf Fasteners to be corrosion resistant. All materials and installation to be in compliance with FBC (2014) Sth Edition. Back Next Contact Us :: 1940 North Monme Street, Tallahassee FL 32399 phone: 850-487-1824 The State of Fonda Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a publle-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questlom, please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 ® vlttll Credi191AFE rjiS SC. fer 0.032" ALUMINUM PANELS 20" COIL WIDTH 16" COVERAGE ON 1/2" PLYWOOD 120' -------------------- I I N I I w i a I � I a I O i l I I I I I I I PERIMETER COVERAGE PANEL FASTENERS 11110 X 1-1/2- PANCAKE HEAD SCREWS AT 3" O.C. PANEL ELEVATION ,.Ts FIELD SPECIMEN FIELD SPECIMEN #10 x 1-1/2" PANCAKE / TYP. 0.032' HEAD SCREWS 12' FROM ENDS ALUMINUM PANEL AND 16" ON CENTER / f — PANEL SEAM � IELD HT PRO OUIK-STICK HT PRO QUIK 30# FELT PAPER MTN1/2' \ PI YWnnD \ SHEN I 16' TYP. FIELD INSTALLATION "..A N.1.S #10 X 1-1/2- PANCAKE HEAD SCREW 'ROM EACH PANE��OONLYEACH PANEL�OONLY TYP. 0.032" ALUMINUM PANEL VERSASHIELD HT PRO OUIK-STICK 30p FELT PAPER PLYWOOD SHEATHING � , w 13I,I1,1-I ,geetterTogether. PANEL END DETAIL Tall vample eampbes w0h lhese d.mW N.LS lk,l.Im"n nlelmted Rt panty E1977.01450-19 Dam 03/102015 Vented By Al=RPle Architectural Testing MIAMI-DADE COUNTY PERFORMANCE TEST REPORT Report No.: E1977.01-450-18 Rendered to: PETERSEN ALUMINUM CORPORATION Acworth, Georgia PRODUCT TYPE: Aluminum Roof Panel SERIES/MODEL: 0.032" Aluminum Edge-Loc 1.0 SPECIFICATION: TAS 125-03 Standard Requirements for Metal Roofing Systems This report contains in its entirety: Cover Page: 1 page Report Body: 9 pages Chart: 1 page Sketch: 1 page Tables: 3 pages Tensile Test Log: 6 pages Photographs: 2 pages Specimen Drawings: 5 pages Panel Drawing: 1 page G. 1 * . No. 70655 1. * v 9'•. STATE OF ,.(V 0 C..//. �w�++w:snMnamr 2015.03.12 10:11:17-04'00' Test Date: 12/17/14 Through: 01/12/15 Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention Date: 01/12/25 Miami -Dade County Notification No.:ATIWPB14028 2658 Electronics Way w,w.archtest.com . www.intertek.com/building p• 561.881.0020 West Palm Beach, FL 33407 f. '717'764.4129 ^- Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Archttectural Testing Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Page 1 of 8 1.0 Report Issued To: Petersen Aluminum Corporation 102 Northpoint Parkway Ext Buildingl, Suite 106 Acworth, Georgia 30102 2.0 Test Laboratory: Intertek-ATI 2658 Electronics Way West Palm Beach, Florida 33407 561-881-0020 3.0 Project Summary: F ILE 3.1 Product Type: Aluminum Roof Panel 3.2 Series/Model: 0.032" Aluminum Edge-Loc 1.0 3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method. The test specimens were tested in accordance with TAS 125-03 and achieved the following ultimate test loads. Roof Area Ultimate Load Field Installation -82.5 psf (Average of two tests Corner Installation -105.0 psf 3.4 Test Dates: 12/17/2014 - 01/12/2015 3.5 Test Location: Architectural Testing, Inc., a subsidiary of Intertek (Intertek-ATI), test facility in West Palm Beach, Florida. 3.6 Test Sample Source: The test specimens were provided by the client.. Representative samples of the test specimens will be retained by Intertek-ATI for a minimum of ten years from the test completion date. 3.7 Test Specimen Installation: The test specimen was installed by representatives from Petersen Aluminum Corporation. 3.8 Drawing Reference: The test specimen drawings have been reviewed by Intertek-ATI and are representative of the test specimens reported herein. Test specimen construction was verified by Intertek-ATI per the drawings located in Appendix F. Any deviations are documented herein or on the drawings. www.archtest.com . www.intertek.com/building Architectural Testing 3.0 Project Summary: (Continued) 3.9 List of Official Observers: Name Sal Delfino Shawn G. Collins, P.E. Alan Rule Jeffrey Schmidt 4.0 Test Specification(s): Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 ReportDate: 03/11/15 Test Record Retention End Date: 01/12/25 Page 2 of 9 Company Petersen Aluminum Corporation Intertek-ATI Intertek-ATI Intertek-ATI TAS 125-03, Standard Requirements for Metal Roofing Systems The purpose of this test is to evaluate the comparative resistance of roof assemblies to positive and negative pressures. This test simulates the effects of wind gusts by use of oscillating exterior pressure and constant interior pressures. 5.0 Test Specimen Description: 5.1 Product Sizes: FILE COPT Test S ecimens #1 thru #3: Overall Area: 100 ftz (9.3 in') Width Height inches millimeters inches millimeters Overall size 120 3048 120 3048 The following descriptions apply to all specimens. 5.2 Test Deck Construction: The 10' 0" wide by 10' 0" long by 1' 3" deep test frame was fabricated from C15 by 33.9 steel channels. The test frame utilized six joists constructed from Southern Yellow Pine 2 x 12 lumber located on two sides of the test frame and spaced 24" on center. The joists were secured to the test frame using two 1/2" x 3" long bolts with washers and nuts through a 8" long, 2" x 4" x 1/8" steel angle with pre -drilled fastener locations. The steel angles were welded to the test frame 24" on center. Southern Yellow Pine 2 x 12 lumber was utilized as cross members at the midspan of the joists. The cross members were secured to the joists using two #8 X 3" long Torx flat head screws at each end. 1/2" (15/32" min) thick 4—ply CDX plywood sheathing was utilized on the top of the test deck. The plywood was secured using 8d x 2-1/4" coated ring shank nails spaced 6" on center. www.archtest.com . www.intertek.com/building Architectural Testing 5.0 Test Specimen Description: (Continued) 5.3 Roof System: TPct Snerimen #1 and 42- (Field installation) Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 ReportDate: 03/11/15 Test Record Retention End Date: O1/12/25 Page 3 of 9 Components Details Attachment Method 0.120" x 1-1/4" galvanized annular ring 30# Asphalt A single layer 36" wide shank roofing nails with 32-Ga tin caps saturated was used with a 4" overlap spaced 6" on center at the perimeter organic felt between adjacent sheets and overlaps, with two staggered paper intermediate rows spaced 12" on center H.T. Pro Quik A single layer 36" wide was used with a 4" overlap Adhesive backed product Stick between adjacent sheets A single layer of VersaShield@ 42" wide was The VersaShield® was laid loosely on Fire Barrier used with a 5" overlap top of the Quick Stick between adjacent sheets The male leg of each panel was attached using #10 x 1.5" pancake head screws The panels were starting 12" from each end and spaced constructed from 16 on center. One #10 x 1.5" pancake Roof Panel 0.032"aluminum and had a head screw secured the male and 16" coverage width. One female leg overlap 3" from each end. partial panel and seven full #10 x 1.5" pancake head screws were width panels were tested used at the perimeter and spaced 3" on center at the panel ends and sides www.arclitest.com . www.intertek.com/building Architectural Testing 5.0 Test Specimen Description: (Continued) Test S ecimen #3: Corner Installation Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Page 4 of 9 Details Attachment Method —Components 0.120" x 1-1/4" galvanized annular ring 30# Asphalt A single layer 36" wide was shank roofing nails with 32-Ga tin caps saturated used with a 4" overlap spaced 6" on center at the perimeter organic felt between adjacent sheets and overlaps, with two staggered paper intermediate rows spaced 12" on center H.T. Pro Quik A single layer 36" wide was Stick used with a 4" overlap Adhesive backed product between adjacent sheets A single layer of VersaShield® 42" wide was The VersaShield® was laid loosely on Fire Barrier used with a 5" overlap top of the Quick Stick between adjacent sheets The male leg of each panel was attached using #10 x 1.5" pancake head screws The panels were constructed starting 6" from each end and spaced 6" from 0.032"aluminum and on center. One #10 x 1.5" pancake head Roof Panel had a 16" coverage width. screw secured the male and female leg One partial panel and seven overlap 3" from each end. #10 x 1.5" full width panels were tested pancake head screws were used at the perimeter and spaced 3" on center at the panel ends and sides www.archtest.com . www.intertek.com/building Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Architectural Testing Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Page 5 of 9 6.0 Test Results: Three assemblies were tested per TAS 125. The following summarizes observations made during the test at each class rating. 'r—f c[sar:man R1 • fFialrl Tnctnllntinn) Test Class v Test Phase Results Class 30 No visible damage to the system PASSED Phases 1-5 Reference Table #1 for deflection measurements Class 60 No visible damage to the system PASSED Phases 1-5 Reference Table #2 for deflection measurements Class 90 No visible damage to the system PASSED Phases 1-2 Reference Table #3 for deflection measurements Class 90 Seam separated 30 minutes into the Phase 3 cycle FAILED Phases 3 Tact Cnariman 0?- Wialrl Instnllntinnl Test Class Test Phase Results Class 30 No visible damage to the system PASSED Phases 1-5 Reference Table #4 for deflection measurements Class 60 No visible damage to the system PASSED Phases 1-5 Reference Table #5 for deflection measurements Class 90 No visible damage to the system PASSED Phases Reference Table #6 for deflection measurements Class 90 Seam separated 1 minute into the Phase 2 load FAILED Phases 2 www.arclitest.com . www.intertek.com/building ^S Architectural Testing 6.0 Test Results: (Continued) Test Specimen #3: (Corner Installation) Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Page 6 of 9 Test Class Test Phase Results Class 30 No visible damage to the system Phases 1-5 Reference Table #7 for deflection measurements PASSED Class 60 No visible damage to the system Phases 1-5 Reference Table #8 for deflection measurements PASSED Class 90 No visible damage to the system Phases 1-5 Reference Table #9 for deflection measurements PASSED Supplemental Loads Seam separated while ramping to the -112 psf load FAILED -112 psf Notes: - Reference Chart #1 located in AppendixA for test pressures and load durations. - Reference Sketch #1 in Appendix B for location of deflection measurement devices. - Deflection measurements are included in Table #1 through Table #9 in Appendix C of this test report - Reference Appendix E for Photographs. General Test Note: A loose fitting, pleated 4-mil plastic film was utilized to assist in obtaining uniform pressure on the roof system. The plastic film was located between the roof panels and the VersaShield to facilitate testing. In our opinion, this did not influence test results. www.archtest.com . www.intertek.com/building Architectural Testing 7.0 ASTM E 8 Tensile Test Results: Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/2S Page 7 of 9 Test Method: The test specimens were evaluated in accordance with ASTM E 8-08, Standard Test Methods for Tensile Testing of Metallic Materials. The test specimens were machined and sized in compliance with section 6.0 of the standard. The specimens were tested using an Instron 3369 Universal Machine with a cross head speed of 0.2 in/min Test Results: The test results for each roof panel specimen are shown on the test log in Appendix D and summarized in the following table. Test Yield Tensile Tensile Elo Area Strength Load Strength (�ation Reduction Specimen P (psi)lb si o 1 21,705 421 25,796 14.6 12 2 23,052 422 26,206 13.0 11 3 23,541 432 26,630 12.2 10 Average 22,766 425 26,211 1 13 11 The average Modulus of Elasticity for the tested specimens was 10.64 x 106 psi. www.archtest.com . www.intertek.com/building ^� Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Architectural Testing Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Page 8 of 9 The service life of this report will expire on the stated Test Record Retention End Date, at which time such materials as drawings, data sheets, samples of test specimens, copies of this report, and any other pertinent project documentation, shall be discarded without notice. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For Intertek-ATI Alan Rule Project Manager AWR:awr Shawn G. Collins, P.E. Manager — Regional Operations Attachments (pages): This report is complete only when all attachments listed are included. Appendix -A: Chart (1) Appendix-B: Sketch (1) Appendix-C: Tables Appendix-D: Tensile Test Log (6) drwY Appendix-E: Photographs(2) FILE CW Appendix-F: Specimen Drawings (4) Appendix-G: Panel Drawing (1) www.archtest.com . www.intertek.com/building Ak -- ` Test ReportNo.: E1977.01-450-18 Architectural Testing Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Page 9 of 9 Revision Log Rev. # Date Page(s) Revision(s) 0 03/11/15 N/A Original report issue 1 03/12/15 Cover Corrected report number This report produced from controlled document template ATI 00512, issued 04/26/11. www.archtest.com . www.intertek.com/building Test ReportNo.: E1977.01-450-18 ArcMtectUral Testing Revision 1. 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 UL 580 Load Table Test Pressures Pressure Positive Pressure Test Phase Time Duration (minutes) Pou SquPer psL Inches (mm) of Water Pounds Per Square Foot sf (kPa) Inches (mm) of Water Class30 1 5 16.2 (0.79) 3.1(79) 0.0 (0.00) 0.0(0) 2 5 16.2 (0.79) 3.1(79) 13.8 (0.66) 2.7(69) 3 60 8.1-27.7 0.39 -1.33 1.5-5.3 38 -135 13.8 (0.66) 2.7(69) 4 5 24.2 (1.16) 4.7(119) 0.0 (0.00) 0.0(0) 5 5 24.2 (1.16) 4.7(119) 20.8 (1.00) 4.0(102) Class 60 1 5 32.3 (1.55) 6.2 (157) 0.0 (0.00) 0.0 CO) 2 5 32.3 (1.55) 6.2(157) 27.7 (1.33) 5.3(135) 3 60 16.2-55.4 0.79 - 2.66 3.1-10.7 79 - 272 27.7 (1.33) 5.3 (135) 4 5 40.4 (1.94) 7.8(198) 0.0 (0.00) 0.0(0) 5 5 40.4 (1.94) 7.8 (198) 34.6 (1.66) 6.7(170) Class 90 (maximum combined uplift pressure of 105 psi) 1760 48.5 (2.33) 9.3(236) 0.0 (0.00) 0.0(0) 248.5 (2.33) 9.3(236) 41.5 (1.99) 8.0(203) 324.2-48.5 - 2.33 4.7-9.31.16 119-236 41.5(1.99) 8.0(203) 456.5(2.71) 10.9(277) 0.0(0.00) 00(0) 556.5 (2.71) 10.9 (277) 1 48.5 (2.33) 9.3(236) www.archtest.com . www.intertek.com/building ^, Test ReportNo.: E1977.01-450-18 ArchitecturalTestingRevision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 FILE COPY .23 Sketch No.1 Indicator Locations www.archtest.com . www.intertek.com/building Architectural Testing Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 dazlk Appendix C FILE y�r}r y� UPr Test Specimen #1 Tables (Field Installation) Table #1 Class 30 Deflection Measurements inches Phase #1 #2 #3 Initial 0.0 st)* 37 37 36 1 39 42 38 2 40 43 38 3 Minimum 40 45 39 3 Maximum 41 46 40 4 40 45 39 5 41 46 40 Final (0.0 SO** 38 38 37 Table #2 Class 60 Deflection Measurements inches Phase #1 #2 #3 Initial (0.0 pso* 38 38 37 1 41 47 40 2 43 49 42 3 Minimum 44 51 42 3 Maximum 45 52 43 4 43 51 42 5 45 53 44 Final 0.0 s ** 1 40 1 40 1 38 Table #3 Class 90 Deflection Measurements finchesl Phase #1 #2 #3 Initial 0.0 s * 40 40 38 1 44 51 42 2 46 54 45 3 Minimum 45 53 44 3 Maximum 46 54 45 Failed 30 minutes into cycle www.archtest.com . www.intertek.com/building Architectural Testing Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Test Specimen #2 Tables y FILE C�Mmw` (Field Installation) Table #4 Class 30 Deflection Measurements inches Phase #1 #2 #3 Initial 0.0 s * 38 38 38 1 39 43 40 2 41 47 43 3 Minimum 41 48 44 3 Maximum 42 49 45 4 41 47 43 5 42 1 49 1 45 Final 0.0 ps ** 39 1 39 39 Table #5 Class 60 Deflection Measurements inches Phase #1 #2 #3 Initial fO.0 s * 39 39 39 1 41 48 44 2 44 52 48 3 Minimum 44 53 49 3 Maximum 45 54 50 4 57 56 47 5 61 60 50 Final fO.0 s ** 46 47 42 Table #6 Class 90 Deflection Measurements inches Phase #1 #2 Initial 0.0 s * 46 471 58 582 Tload Failed 1 minute int www.archtest.com . www.intertek.com/building Architectural Testing Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Test Specimen #3 Tables FILE E`x-.3 pIt (Corner Table #7 Class 30 Deflection Measurements inches Phase #1 #2 #3 Initial 0.0 s * 41 41 40 1 42 43 41 2 43 45 41 3 Minimum 43 46 42 3 Maximum 44 47 43 4 43 46 42 5 44 47 43 Final 0.0 s ** 42 43 41 Table #8 Class 60 Deflection Measurements inches Phase #1 #2 #3 Initial 0.0 so* 42 43 41 1 44 47 43 2 45 45 44 3 Minimum 45 50 45 3 Maximum 46 51 46 4 44 49 44 5 46 51 45 Final 0.0 s ** 42 42 40 Table #9 Class 90 Deflection Measurements inches Phase #1 #2 #3 Initial 0.0 sf)* 42 42 40 1 45 50 45 2 47 52 46 3 Minimum 46 52 46 3 Maximum 47 53 46 4 45 51 45 5 48 54 47 Final 0.0 s ** 43 46 42 *The measurements are taken via a transit and steel scales mounted to the roof panels. The initial measurements are "zero"point, not actual deflection. Actual deflection is Phase 1, 2, 3 minimum, 3 maximum, 4 or 5 reading less the initial (0.0 psf) reading. **The final reading is taken after the completion of an entire class has been completed and becomes the initial reading for the following class test www.arclitest.com . www.intertek.com/buildinq Architectural Testing Test ReportNo.: E1977.01-450-18 Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 lia www.archtest.com . www.intertek.com/building IF I Architectural Testing ASTM E8 - 08, Tensile Strength of Metallic Materials - SSMA Last Updated by: Todd B. October 10, 2014 Uses Instron Wedge Grips with appropriate wedges for materials being evaluated. ATI Job # Client Name Test Speed • Load Cell Capacity / ICN Load Cell Calibration Due Date Test Frame / ICN Frame Calibration Due Date Lab Conditions El977.01-450-18/1-.032-Edge Loc Pnl. Petersen Alum. Corp. 0.20000 in/min 50 Kn/005741 09/03/15 703369 FILECOPY09/03/15OF /70 / 49% R.H. ..................... t;./.f..............................r................. ................:..V..l..........,..................I ................ n16000 T.................:.....Y H 8000 ................ .l...l................................................. 0................. ......................,...,................................ -2000���'�' -0.010 0.000 0.010 0.020 0.030 Tensile strain (in/in) Tuesday, February 17, 2015 Rodney Specimen # 1 2 3 Page 1 of 2 I► Archlr�f Testing Measured Values Specimen ID Original Thickness (in) 1 la-.032" Edge-Loc 1.0 Alum, Pnl. 0.0326 2 lb-.032" Edge-Loc 1.0 Alum., Pnl. 0.0327 3 lc-.032" Edge-Lo_c_ 1.0 Alum. Pnl. 0,0324 Mean _ 0.0326 Standard. Deviation 0.00 Final width Original Length Final length (in) (in) (In) 1 0.4750 2.0000 2.3150 2 0.4640 2.0000 2.2800 3 0.5000 2.0000 2.2840 Mean 0.4797 2.0000 2.2930 Standard Deviation 0.02 0.00 0.02 Calculated Values Final thickness (In) 0.0303 0.0298 0.0297 0.0299 0.00 Original Width (in) 0.5010 0.5010 _ 0.5010 0.5010 0.00 - -1 '� �f .f „Y1 ,��IW r 1. i1� 1• I1 Maximum Load Yield Strength Tensile Strength Modulus of Elasticity (Ibf) (Psi) (psi) (Psi) 1 420 21618 25693 10161246 2 423 21678 25849 _ 10681540 _ 3 _ 420 218 19 25846 10882965, Mean.. _ 4-2-1 .._ _ -- 21705 25796 10575250_ _ Standard 2.24 103.46 88.84 372414.60 Deviation Reduction of Area % Elongation Start Date End Date ( /a) 1 12 15.7 2/17/2015 2:_39 PM 2/17/2015 2:40 PM 2 16 14A 2/17/2015 2:43 PM 2/17/2015 2:44 PM 3 8 14.2 2/17/2015 2:47 PM 2/17/2015 2:49 PM Mean 12 14.6 - Standard 3.61 0.96 Deviation Tuesday, February 17, 2015 Rodney Page 2 of 2 Ak Architectural Testing ASTM E8 - 08, Tensile Strength of Metallic Materials - SSMA Last Updated by: Todd B. October 10, 2014 Uses Instron Wedge Grips with appropriate wedges for materials being evaluated. ATI Job # Client Name Test Speed Load Cell Capacity / ICN Load Cell Calibration Due Date Test Frame / ICN Frame Calibration Due Date Lab Conditions 10000 1 1 1 Tuesday, February 17, 2015 E1977.01-450-18/2-.032-Edge Loc Pnl. Petersen Alum. Corp. 0.26060 in/min 50 Kn/005741 09/03/15 Instron 3369 "OPY 70OF 4 FILE U 09/0 //15 R.H. Specimens 1 to 3 0.000 0.010 0.020 0.030 Tensile strain (in/in) Rodney Specimen # 1 2 3 Page 1 of 2 a A -10�v Architectural Testlns Measured Values • Specimen ID Original Thickness Final thickness Original Width _ (in) _ . (in) . CIO) 1 2a-.032" Edge-Loc_1.0 Alum, Pnl. 0.0322 0.0305 _ 0.5010 2 26-.032" Edge-Loc 1.0 Alum. Pnl, 0.0321 _ 0.0305 0.5010 3 2c-.632" Edge-Loc 1.0 Alum. Pnl. 0.0321 0.6301 0.5010 Mean _ 0.0321 0.0304 __0_.5010 _ • Standard Deviation 0.00 _ 0.00 0.00 Mean Standard Deviation Final width (In) 1 0.4710 2 0.4640 3 0.4830 0.4727 0.01 Calculated Values Maximum Load (lbf) 1 421 2 423 3 422 Mean 422 Standard 1.16 Deviation Reduction of Area (0/a) 1 11 2 12 3 10 Mean 11 Standard 1.20 Deviation Original Length Final length (in) (in) 2.0000 2.2360 2.0000 2.2640 2.0000 2.2800 2.0000 2.2600 0.00 0.02 Yield Strength . (psi) 22861 23156 23140 23652 165.69 % Elongation 11.8 13.2 14.0 13.0 1.11 Tensile Strength (psi) 26080 26305 26234 26206 115.04 Start Date 2/17/201553:08 PM 2/17/2015 3:12 PM 2/17/2015 3:16 PM Modulus of Elasticity (psi) 10830531 1f668921 10876553 10925335 126460.50 End Date 2/17/2015 3:09 PM 2/17J2015 3 _13 PM 2/17/2015 3:17 PM Tuesday, February 17, 2015 Rodney Page 2 of 2 l r ® • Architectural Testing ASTM E8 - 08, Tensile Strength of Metallic Materials - SSMA Last Updated by: Todd B. October 10, 2014 Uses Instron Wedge Grips with appropriate wedges for materials being evaluated. ATI Job # Client Name Test Speed Load Cell Capacity / ICN Load Cell Calibration Due Date Test Frame / ICN Frame Calibration Due Date Lab Conditions E1977.01-450-18/3-.032-Edge Loc Put. Petersen Alum. Corp. 0.20000 in/min 50 Kn/005741 09/03/15 Instron 3369 09/03/15 70OF / 49% R.H. Specimens 1 to 3 2000t.................. l...i................................ :................. -0.010 0.000 0.010 0.020 0.030 Tensile strain (in/in) Specimen # 1 2 3 Tuesday, February 17, 2015 Rodney Page 1 of 2 Measured Values Specimen ID . 1 3a-.032" Edge-Loc 1.0 Alum. Pnl. 2 3b-.032" Edge-Lo_c 1.0 Alum. Pnl. ..._ 3 3c-.032" Edge-Loc 1.0 Alum. Pnl. Meann Standard Deviation Final width Original Length (in) (in) 1 0.4720 2.0000 2 0.4590 2.0000 3 0.4700 2.0000 Mean 0.4670 2.0000 Standard Deviation 0.01 0.00 Calculated Values Maximum Load CUD 1 435 _ 2 432 3... 428 ,. Mean . . 432_ Standard _ _ _ 3.29 Deviation Reduction of Area (%) 1 9 2 12 3 11 Mean 10 Standard 1.32 Deviation ^Ak. Architectural rating Original Thickness Final thickness _ (in).__ .... . (in) 0.0325 0.0313 0.0324 0.0312 0.0322 0.0307 0.0324 0.0311 0.00 0.00 Final length (in) 2.2440 2.2140 2.2740 2.2440 0.03 Original Width An) 0.5010 0.5o10 0.5010 0.5010 0.00 Yield Strength Tensile Strength Modulus of Elasticity .(psi) (psi) .. (psi) . 23682 26704 10316427 _ 23511 26636 10422161 23430 _. 265.49 1053048S 23541 26630 _ 16423024 128.20 77.65 107031.79 % Elongation 12.2 10.7 13.7 12.2 1.50 Start Date 2/17/2015 3:23 PM 2/17/2015. 3:27 PM 2/17/2015 3:30 PM End Date 2/17f2015.3:24 PM . 2/1712015 3:26 PM, 2/17/2015 3:31 PM _ ^'1, r to �r� Tuesday, February 17, 2015 Rodney Page 2 of 2 ^. Test ReportNo.: E1977.01-450-18 Architectural Testing Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Appendix E; Photographs Photo No.1 Specimen #1(Field Installation) Prior to Test Photo No. 2 Specimen #3 (Corner Installation) Prior to Test www.arclitest.com . www.intertek.com/building • ® I ` Test ReportNo.: E1977.01-450-18 nrcnaeccural Testing Revision 1: 03/12/15 Report Date: 03/11/15' Test Record Retention End Date: 01/12/25 Photo #3 Specimen #1 (Field Installation) Post Test Photo #4 Specimen #3 (Corner Installation) Post Test www.arclitest.com . www.intertek.com/building ^- Test Report No.: E1977.01-450-18 arcN[ec[ural Tasting Revision 1: 03/12/15 Report Date: 03/11/15 Test Record Retention End Date: 01/12/25 Appendix F Specimen Drawings www,archtest.com . www.intertek.com/building 129 1 2" TEST FIXTURE a o 0 Fes$ 2CU pU F LL Obj II II � � U W N \ I I I I g�0 II II II II II II a�ob e II II o II II II m II N II RENEMOM II II II II II II II ® II II o II II o II II F 0 II II II to w � II II � II i e1i ----------tj4:7 ——-----z 2z12 #2 SOUTHERN YELLOW PINE TEST ct rn. DECK o N� TEST DECK ELEVATION „.T.S. a n, nu. w eDadm9BetterToget Tess sample complies with themm details. ails. Dovietions are noted. Report # E1977.01-450-18 r Date 03/102015 Verified By Alan Role rn a lal a� 52 3 4'� / � 76 3/4' ANCHORAGE AND ATTACHMENT NOTES � � 3 PLYWOOD SHEATHING TO STRUCTURAL SUPPORT FRAME. IT -----Tr---- I_____F7---- �___—� CORNER AND FIELD SPECIMENS: i o III II II II I I ED x 2-1/4" GALVANIZED RING SHANK COMMON NAILS AT 6" O.C. III I If II II II III II I I I 1/2" PLYWOOD Flo o.� an III SHEATHING II II II If FELT PAPER. 0 2 0 a III II II II II PERIMETER AND SEAMS; 0.120" x 1 1/4" GALVANIZED ANNULAR RING SHANK ROOFING .0 III III II II II NAILS WITH 32ga. TIN CAPS SPACED 6" O.C. o� II III INTERMEDIATE ROWS; 0.120" x 1 1/4" GALVANIZED ANNULAR RING SHANK ROOFINGRz III II II II II III NAILS WITH 32ga. TIN CAPS SPACED 12" O.C. STAGGERED >5o III II II II II III III II II II II A 4" OVERLAP WAS USED WHEN LAYING ADJACENT SHEETS OF FELT PAPER. III ��� I I III II II II II I I III VAPOR AND MOISTURE BARRIER. A SINGLE LAYER OF HT PRO QUIK—STICK MEMBRANE WAS SELF ADHERED TO THE 0 �! I II II yLL1 FELT PAPER. A 4" OVERLAP WAS USED BETWEEN ADJACENT SHEETS. oao0_ III II II II I� I'I m o III I I F'� � III II II II IIr Rlr� FIRE BARRIER. B 4" OVER III I p I I I —O •I I if I EACH SHEET IK STICK T ME WAS CUT TO THE REQUIRED SIZE AND LAID LOOSELY OVER THE QUIK—STICK MEMBRANE. A 5" OVERLAP WAS USED WHEN LAYING ¢ 4 72" I III I I II I ADJACENT SHEETS OF VERSASHIELO. E _ _ III II T I I II � III II j a II III R ° R w ul u n u u_ III II o II a o II II I II I I 0o ILL 9, D_ n VERSASHIELD F TIN CAPS WITH —.-I6" �— FELT PAPER HT PRO QUIK STICK ROOF NAILS a w o Z z � SHEATHING SYSTEM ELEVATION N.T.i Mto ow o� to a a BuildingBetterTogeNler' T'esl sampla co ted. derails. 0 ionsaen De��atlons are noted. z 0 Report# E1977.01450-18 Date 03/102015 Verified By Alan Rule rn W FIELD SPECIMEN 0.032" ALUMINUM PANELS 20" COIL WIDTH _ 16" COVERAGE ON 1/2" PLYWOOD \ N10 z 1-1 /2" PANCAKE PERIM PANEI A10 X. .,- HEAD SCREWS AT 3" O.C. PANEL ELEVATION N.T.S FIELD SPECIMEN P. 0.032 UMINUM PANEL VERSASHIELD HT PRO OUIK—STICK 30# FELT PAPER PLYWOOD THING ' PANCAKE HEAD SCREW H PANEL END ONLY PANEL D K-STICK APER SHEATHINGvVV I ® 1 .. Building BetterTogether PANEL END DETAIL Test smnple complies with these details. N.T.S. Deviatiansmnnoted. Repon Y E1977.01.450-I8 Date 03/102015 Verified By Alan Rule �M 2 p P�o o i -0 N uw o z z ��o zw - � 0 Ga.- 0.032" ALUMINUM PANELS 20" COIL WIDTH 16" COVERAGE ON 1/2" PLYWOOD 120" I I I I I I I I I I I ' I I I I I I I I I I I I I I I e" I I I I 'I I I I I I I I I .I .I •I 'I I I PERIMETER PANEL FASTENERS./ COVERAGE 910 X 1-1/2" PANCAKE HEAD SCREWS AT 3" O.C. PANEL ELEVATION N.T.S. CORNER SPECIMEN CORNER SPECIMEN #10 z 1-1/2" PANCAKE / � TYP. 0.032" HEAD SCREWS G" FROM ENDS ALUMINUM PANEL AND fi" ON CENTER / PANEL SEAM 1 � I VERSASHIELD HT PRO OUIK—STICK \ 30@ FELT PAPER 1/2" PLYWOOD SHEATHING TYP. CORNER INSTALLATION N.T.S. PANEL END DETAIL. N.T.S 010 X 1-1/2" PANCAKE HEAD SCREW ' FROM EACH PANEL END ONLY TYP. 0.032" ALUMINUM PANEL VERSASHIELD HT PRO OUIK—STICK 30# FELT PAPER al vwnnn SHEATHING O euadingBetterTogether. Tes[ sample complies with these details. Deviations are noted. Report R E1977.01A50-18 Date 03/102015 Verified By Alan Rule 11